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28832-Z
FORM NO. 4 TOW14 OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y_ CERTIFICATE OF OCCUPANCY No: Z-30268 Date: 06/28/04 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1050 SHIPYARD LA EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No_ 473889 Section 38 Block 7 Lot 10 .9 Subdivision Filed Map No_ Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER. 11, 2002 pursuant to which Building Permit No. 28832-Z dated OCTOBER 16, 2002 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH COVERED FRONT PORCH, REAR DECK AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to GUSM.]SR REALTY CORP (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-1048 06/18/04 ELECTRICAL CERTIFICATE NO. 4038 05/06/04 PLUMBERS CERTIFICATION DATED 03/24/04 BRIAN PLATT Auth&rized Signa re Rev_ 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO_ 28832 Z Date OCTOBER 16, 2002 Permission is hereby granted to: REALTY CORP GUSMAR LONG ISLAND CITY,NY 11101 for _ CONSTRUCTION OF A NEW TWO-STORY SINGLE r'AM1LY DWELLING WITH COVERED FRONT PORCH ATTATCHED GARAGE AND REAR DECK AS APPLIED FOR at premises located at 1050 SHIPYARD LA EAST MARION County Tax Map No. 473889 Section 038 Block 0007 ]Lot No_ 010 . 009 pursuant to application dated OCTOBER 11, 2002 and approved by the Building Inspector to expire on APRIL 16, 2004 . Fee $ 1, 397 . 10 i 3 `,,_ uthori�zed Signature ORIGINAL � Rev. 5/8/02 Form;Nb.-6 TORN OF SOUTHOLD --` BUILDING DEPARTMENT '1'0V'rN HALL; E . 765-1802 ` U L APPLICATION FOR CRRTTFTCATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Departmeniw—iM-li following:--� A. For new building or new use: ✓1 Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). ,.,3. Approval of electrical installation from Board of Fire Underwriters. .4_ Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead_ 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building htspector shall state the reasons therefor in writing to the applicant. C. Fees -1" Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$'_'5.00, Alterations to dwelling$25 3U, Swimming pool $25.00,Accessory building$25.00, Additions to accessory building$25.00, Businesses $50,00. 2- Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 1050 Shipyard Lane East Marion N.Y. House No. Street Hamlet Owner or Owners of Property: Gusmar Realty Corp. Suffolk County Tax Map No 1000, Section Block G7 Lot 10.9 Subdivision Surunit Estates Filed Map. 47 : B r,4 Lot: � 3 PennitNo. 28832-Z DateofPermit. 10/16/02 Applicant: Gusmar Realty Corp. Health Dept.Approval: R10-02-0148 Underwriters Approval: 4039 Planning Board Approval: Request for: Temporary Certificate Final Certificate: check one) Fee Submitted: $ 25.00 Applicanat siio�ture guFF01it Cm Gyp w Town Hall.53094 Main Rna,i y, /x Fax(67 1)765-950.^. P.O. Dox 1179 �Oy �� r Telephone(631) 7G6-1802 SOULhold.New York 11971-(J959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 31 z dod Buildin,aPermit No. c2 %93..Z Z 0xuner atSUP.Q- REAL-� �n (Please print) Plumber: �I�tpPJ ,Please print) I certify that the solder used in the water supple system contains less than 2 10 of I°C lead. j (P umbers Signature) Sworn to before me this 2--S day OTV� ( ejel 70 l Paula D) Flocella Notary Public,S:ata�l 06W fork iJc.0,tl0,C61484 ,r� �Caliiied lu i; 1 /fiia/'�, ✓/meq f r/ / Commission Expirac 11127)'-?D 6 r Notal-,Public, �; T IC County —� Nassau Suffolk Electrical Inspections, Inc. 5A Canal Street•Center Moriches,New York 11934•Tel:631-878-3500 • Fax_ 631-875-3764 Application: 4038 Date: 5/6/04 Issued to: Summit Estates Address:- Lot 23 Shipyard Lane Village-East Marion Introduced By: Alumination Electric Licft: 31011-ME was examined and approved up to the above date and was in compliance with the NEC i PithC191 1stFloor® Posidertlial El Pool Det Cea E?aSIRrrgtt® 2ridfloor® Cam€rtial Hot Tub Potion sA 13 gr e�t'a1a3 s k� gtrTr. �fr• _, �` switches Receptacles Fixtures G.F.I. Range Hood Whirlpool 39 56 45 6 1 1 1 Fans Dishwasher 'WasherAmps Dryer/Amps Oven Carbon RangelAmps Monoxide 1-Ex Bath 1 1 1 1 1 2 Furnace Oil Gas Haat Zones Smoke Bell Detectors Transformers 1 2 8 t Meter Amps Phase Motors I 1200kUG It Other Equipment: 2-Zone AC Out,Res This certificate must not be altered in any manner I ST BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES L STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. STELCO 1170 Broadway, Suite 1115 • New York, New York 10001 • Tel 212.683.9404/05 • Fax: 212.683.9580 May 21, 2003 03 Southold Building Department Southold Town Hall 53095 Main Road Southold, New York 11971 Attn: Mr. John Boufts, Building Inspector Re: Gusmar Enterprises Co. LLC Summit Estates - Cape May II Lot No. 23, Two Story Victorian East Marion, New York Dear Mr. Boufis: This letter has been issued in continuation of our April 28, 2003 letter. This issuance was in reference to the situation that had occurred at the front (East) and rear (West) garage walls and the suggested solution to the described problem. The April 28, 2003 tetter had instructed the Contractor as to the method of the required foundation repair. This repair work was necessary due to the fact that, as you are aware, the bearing for the footing became undermined (washed out) during recent rains and inclement weather. The extent of the washout is construed to have been minor and has subsequently been corrected or ameliorated by the Contractor. Based j upon our recent review of this situation, the Contractor has removed all of the inadequate soil, de-watered the trench as required, supported and shored the footing/foundation walls where required, and installed additional formed concrete tight to the existing concrete work and on virgin non disturbed soil for adequate bearing. At this juncture since the concrete work has set, the Contractor must now back fill the perimeter garage wall. This back filling cannot proceed without the Town's Approval/Acceptance of the work- It is therefore requested that since this method or approach to the amelioration has been found adequate for the intended purpose, to provide adequate bearing and stability at these two walls, that, the Town grant the Contractor authorization to back fill the described area. Gusmar Enterprises Co. LLC Summit Estates - Cape May II Lot No. 23, Two Story Victorian East Marion, New York 5/21/03, Mr. J. Boufis. Page 2 Should you have any questions pertaining to this matter or require any additional information, please do not hesitate to contact me accordingly. Respectfully submitted, Stephen L. Cohan, V.P. STELCO/Building System Evaluations and Technical Services SLC/Igm cc: file attachment: sketch of defective area location notation: Contractor to perform work ASAP issuance: to the following with U.S. Mail confirmation Participant/Company Facsimile No. Issuance J. Boufis/DOB Town of Southold 1-631-765-9502 fax & U.S. Mail D. Dragonetti/Summit Restoration 1-718-729-4160 fax& U.S. Mail D. Gerahty & J. Giordano/Gus Er�t� 1-631-477-9460 fax& U.S. Mail J 11 Signed/Sealed a Date Southold Building Department Southold Town Hall 53095 Main Road Southold, New York 11971 Attn: Mr. Bruno Seman, Building Inspector , P 9 ` y , S d C'eo po 1 ` AOL ,f 3�r JG `ef Loi 23 ` }cp C9 D" c3 O o fto O T `\ r O D J 7 \ jN cf \\ I- 0.> 'PPS CDP �vd\�ke o. �5 Dc \� LS s` l0" \ S F o. � s. Gusmar Enterprises Co. LLC Summit Estates - Cape May II Lot No. 23, Two Story Victorian East Marion, New York �QO - 5 -7-J6, Iq TOWN OF SOUTHOLD PROPERTY RECORD CARD F OWNER STREET VILLAGE DIST. SUB. LOT 2 3 rc� La Sfi iUl a.K c®Y, 2— `' n, L ACR. f (-o REMARKS �uPr/V � '$jITL TYPE OF BLD. l PROP, CLASS oI 0 LAND I P. TOTAL DATE ov o o.12.00 pJ' (TL ✓ U FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL May �1 ❑3 O1 : SSp p. 1 T BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES L STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. STELCO 1170 Broadway, Suite 1115 • New York, New York 10001 •Tel: 212.683.9404/05 • Fax:212.683.9580 May 21, 2003 Southold Building Department Southold Town Hall 53095 Main Road Southold, New York 11971 Attn: Mr. John Boufis, Building Inspector Re: Gusmar Enterprises Co. LLC Summit Estates - Cape May fl Lot No. 23, Two Story Victorian East Marion, New York Dear Mr. Boufis: This letter has been issued in continuation of our April 28, 2003 letter. This issuance was in reference to the situation that had occurred at the front (East) and rear (West) garage walls and the suggested solution to the described problem. The April 28, 2003 letter had instructed the �;ntractor as to the method of the required foundation repair. This repair work was necessary due to the fact that, as you are aware, the bearing for the footing became undermined (washed out) during recent rains and inclement weather. The extent of the washout is construed to have been minor and has subsequently been corrected or ameliorated by the Contractor. Based upon our recent review of this situation, the Contractor has removed all af the inadequate soil, de-watered the trench as required, supported and shored the footing/foundation walls where required, and installed additional formed concrete tight to the existing concrete work and on virgin non disturbed soil for adequate bearing. At this juncture since the concrete work has set, the Contractor must now back fill the perimeter garage wall. This back filling cannot proceed without the Town's Approval/Acceptance of the work_ It is therefore requested that since this method or approach to the amelioration has been found adequate for the intended purpose, to provide adequate bearing and stability at these two walls, that the Town grant the Contractor authorization to back fill the described area. Mai 21 03 01 : 55p p_ 2 Gusmar Enterprises Co. LLC Summit Estates - Cape May II Lot No. 23, Two Story Victorian East Marion, New York 5/21/03, Mr. J. Boufis, Page 2 Should you have any questions pertaining to this matter or require any additional information, please do not hesitate to contact me accordingly. Respectfully submitted, Stephen L. Cohan, V.P_ STELCO/Building System Evaluations and Technical Services SLC/Igm cc: file attachment: sketch of defective area location notation: Contractor to perform work ASAP issuance: to the following with U.S. Mail confirmation Participant/Company Facsimile No. Issuance J. Boufis/DOB Town of Southold 1-6331-765-9502 fax& U.S. Mail D. Dragonetti/Summit Restoration 1-716-729-4160 fax & U.S. Mail D. Gerahty & J. Giordano/Gusmar Ent. 1-631-477-9460 fax& U.S. Mail _ L"..�• [y^.. ems,.,-:' Yr n Signed/Sealed ' _ r Dateyxz< CJ-L' May 21 03 01 = 55p p. 3 Southold Building Department Southold Town Hall 53095 Main Road Southold, New York 11971 Attn: Mr. Bruno Seman, Building Inspector 1'v Fd - - a � A S y 9 / Irv, • V. G mea `e5P 2� �o \ ✓,� 5 Go �•�� `,� � !may `a` �� \ •�(C �a1 Q�f ` \ �w 1- 6 Lot 23 l y . r��rQ c� �• •;s. 063 �\. L- _ rL r0 :D O `T? •y� `a l� LP n r- :' 07 _ Ix . r tp 6$ V z`_ S oc` eG 11,S ell c3 -�`�F aP `te r r °o � • s o \o O o � � Gusmar Enterprises Co. LLC Summit Estates - Cape May II Lot No. 23, Two Story Victorian East Marion, New York Rpr 28 03 12: 40p P- 1 LCBUILDING SYSTEM EVALL.I.TIONS AND TECHNICAL SERVICES STELCO RESTORATION ANC VvIATERPROOFING TECHNOLOGY CORP. STELCO 1.170 Broadway, Suite 1115 - New York, ._Jaw York 10001 -Tel: 212.683.9404105 - Fax:212.683.9580 April 28, 2003 Southold Building Department �Sr Southold Town Hall 53095 Main Road Southold, New York 11971 Attn: Mr. Bruno Semen, Building Inspector : ' ;- ,., 34i Re: Gusmar Enterprises Co. LLC Pvl Summit Estates - Cape May 11 Lot No. 23, Two Story Victorian East Marion, New York APR 2 9 W Dear Mr. Semen: - This letter has been issued in reference to the situation that has occurred at the Front (East) and rear (West) garage walls. As you are aware, the bearing for the tooting became undermined (washed out) during recent rains and inclement weather. The extent of the washout is construed to be minor. In reviewing this situation, the contractor has been instructed to remove the inadequate soil, de-water the trench as required, support or shore the footing/foundation walls as required, and install additional concrete tight to the existing concrete work and on virgin non disturbed sail for adequate bearing. Once the concrete fill has set, the contractor nas been advised to back fill the perimeter garage wall. This method or approach should prove adequate for the intended purpose to provide adequate bearing and stability at these two walls. Should you have any questions pertaining to this matter or require any additional information, please do not hesitate to contact me accordingly. Respectfully submitted P Y Stephen L. Cohan, V.P. STELCO/Building System Evaluations and Technical Services SLC/Igm cc: file attachment: sketch of defective area location notation: Contractor to perform work ASAP B. Seman/DOB Town of Southold 1-6,31-765-9502 fax& U.S. Mail D. Dragonetti/Summit Restoration 1-718-729-4160 fax & U.S. Mail D_ Gerahty & J. Giordano/Gusmar Ent. 1-63-1-477-9460 fax& US- Mail SJ BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES L STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. STELCO 1170 Broadway, Suite 1115 • New York, New York 10001 •Tel: 212.683.9404/05 • Fax: 212.683.9580 April 28, 2003 Southold Building Department Southold Town Hall 53095 Main Road Southold, New York 11971 Attn: Mr. Bruno Seman, Building Inspector Re: Summit Estates, Section 2 Residential Development - Individual Unit Filings The Wedgewood II, Lot No. 13 The Farmington 11, Lot No_ 20 The Imperial Ranch II, Lot Nos. 12 (Opp. Hand) & 17 The Devonshire, Lot No. 19 The Cape May II, Lot No. 15 The Tara II, Lot Nos_ 14 & 18 East Marion, New York Dear Mr. Seman: In accord with our instructions and as per the 3/21/03 directive, I have issued for filing with the Town the °conformed° and revised Construction Documents for these single family residences. The revised and conformed construction documents are dated 4/21103 and have been revised to include the amended NYS Wind Load requirements for the area. Please note that the revised NYS Energy Code requirements were also included in this issuance, as were miscellaneous field condition and coordination requirements. As instructed, we have included 3 sets of signed and sealed documents of each of the eight single family residences for filing with the Town. Should you have any questions pertaining to this matter or require any additional information, please do not hesitate to contact me accordingly. Respectfully submitted, Stephen L. Cohan, V.P. STELCO/Building System Evaluations and Technical Services SLC/lgm Cc: file e "d 0104 =2i 60 82 BJH Summit Estates, Section 2 Residential Development - Individual Unit Filings The Wedgewood II, Lot No. 13 The Farmington II, Lot No. 20 The Imperial Ranch ll, Lot Nos. 12 (Opp. Hand) & 17 The Devonshire, Lot No_ 19 The Cape May Il, Lot No. 15 The Tara ll, Lot Nos_ 14 & 18 East Marson, New York April 28, 2003, Mr, B. Seman, Paae 2 attachment: 3 sets Signed and Sealed Construction Documents for 8 filings notation: as noted below (Nos. 1, 2 & 3) 1. Letter issued via fax prior to delivery of Construction Documents and transmittal letter 2. Hard copy letter and Construction Documents issued via hand/ messenger 3_ 1 set Construction Documents issued to Gusmar Enterprises Co. LLC for duplication issuance: as noted below Participant/Company Facsimile No. Method B. Seman/DOB Town of Southold 1-631-765-9502 fax& Cons. Doc. hand delivery D. Dragonetti/Summit Restoration 1-718-729-4160 fax& U.S. Mail D. Neubauer/Summit Restoration 1-718-729-4160 fax only D_ Gerahty/Gusmar Ent 1-631-477-9460 fax& U.S. Mail J. Giordano/Gusmar Ent. 1-631-477-9460 fax only j, -d dai, :2T co 82 add Apr 28 03 12: 40p p. 2 Southold Building Department Southold Town Hall 53095 Main Road Southold, New York 11971 Attn: Mr. Bruno Seman, Building Inspector Fd vi 0.\ o• a o a � a• y a� S 9 •� (9 yF �a 41 les• `Ion- '" ,per. I va •e " �!► fpr" a S '+ ♦ N �� � �� , e r 'C. yf v 'OD a t ` Lot 23 �� ���' & .a'' a ®,..° aa•. r ro O ' O rP O � _ •a m � P 07 c�a i • t r OKI Ib oaa o�es��l .CJ 'J fir,\ uGp Gusmar Enterprises Co. LLC Summit Estates - Cape May II Lot No. 23, Two Story Victorian East Marion, New York SBUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES L STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. STELCO 1170 Broadway, Suite 1 115 • New York, New York 10001 •Tel: 212.663.9404/05 • Fax: 212.683.9580 F74` —= April 28, 2003 ( 51n a SrA Southold Building Department3 � � ��sr Southold Town Hall 53095 Main Road if t§ Southold, New York 11971 — . Attn: Mr. Bruno Seman, Building Inspector1p .+ J� Re: Gusmar Enterprises Co. LLC Summit Estates - Cape May II Lot No. 23, Two Story Victorian East Marion, New York Dear Mr. Seman: This letter has been issued in reference to the situation that has occurred at the front (East) and rear (West) garage walls. As you are aware, the bearing for the footing became undermined (washed out) during recent rains and inclement weather. The extent of the washout is construed to be minor. In reviewing this situation, the contractor has been instructed to remove the inadequate soil, de-water the trench as required, support or shore the footing/foundation walls as required, and install additional concrete tight to the existing concrete work and on virgin non disturbed soil for adequate bearing. Once the concrete fill has set, the contractor has been advised to back fill the perimeter garage wall. This method or approach should prove adequate for the intended purpose to provide adequate bearing and stability at these two walls. Should you have any questions pertaining to this matter or require any additional information, please do not hesitate to contact me accordingly. Respectfully submitted, Stephen L. Cohan, V.P. STELCO/Building System Evaluations and Technical Services SLC/Igm cc: file attachment: sketch of defective area location notation: Contractor to perform work ASAP B. Seman/DOB Town of Southold 1-631-765-9502 fax& U S. Mail D. Dragonetti/Summit Restoration 1-718-729-4160 fax& U.S. Mail D. Gerahty & J. Giordano/Gusmar Ent. 1-631-477-9460 fax& U.S. Mail Southold Building Department Southold Town Hall 53095 Main Road Southold, New York 11971 Attn: Mr. Bruno Seman, Building Inspector Y ` \ J 0 Ot \o Cr �•pa`y LeS, 2� usj `,` yA \ cr'b. _ ^ r% Lot 23 fo s. O 0o fP� 0) P ry cf. 7 `oc�l / 33 f sG `O \ S F CK c� C6 �� % Gusmar Enterprises Co. LLC Summit Estates - Cape May II Lot No. 23, Two Story Victorian East Marion, New York BUILDING PERMIT EXAMNER CHECK LIST f"j DATE REVIEWED: /011 ;a APPLICANTS -3-Mi� <. a. -�zDATE SUBMITTED:Id //,r /z SCTM#DISTRICT: 1,000, SECTION: JR BLOCK: , LOT: STREET ADDRESS: CITY: 4 T a@ f SUBDMSION�eRea.- ]PROJECT DESCRIPTION: ESTIMATED PROJECT COST: 1 a � 1RCHITEC�'/ENGINEER: C—I:> FAST TRACK"L/ SINGLE& SEPARATE CERTIFICATION-REQUIRED? NO NOTES: LOTS 40.0003F-100-24.Lot rem nitio..CREATED before June 30, 19531,UNDERSIZED LOPS FROM JAN-1997 100-2` Irf mr .(A ncncunfarming at any Hme after C ZONING DISTRICT: ;74�) CONFORM]NG? REQ. LOT SIZE: q4,vol ACT. LOT SIZE: s`> REQ. LOT COAG, "5" ACT. LOT COV. REQ. FROM": PROP. FRONT '/r RFQ SME ACT. SIDE REQ. REAR ) c> PROP. REAR P/ REQ. HEIGHT PROP. HEIGHT WATER FRONT? 'Yy DESCRIPTION: PANEL FLOOD ZONF,: X y� APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YFS or NO, (BED#): DTE:y51/'! / PERMIT#:R 10-tV^.!' TOWN SEPTIC RECEIPT.I or N NEW YORK STATE DEC: Pru-mc 9/1175 YES o SOUTHOLD TOWN TRUSTEES: YES or TOWN ZONING BOARD APPROVAL: YES or 49- TOWN PLAN. BOARD APPROVAL: YES or TOWN HISTORICAL PRE (SPLIA): YES or NYS ENERGY: ORNO : EGRESS (18 H mirL? 4 sq total) ✓ VENT(SQ. FT.x 4%) LIGHT(SQ. FT.x 80/0) BUILDING PERMITS OPEN/EXPIRED: BP -Z/C/0 Z- HAVE PRE CO'S :Y OR N BP - -Z/c/o Z- NOTES: v ` FEE STRUCTURE: FOUNDATION: 1 SF FIRST FLOOR: 2Z y SF SECOND FLOOR t SF OTHER: SF INTI' OTHER TOTAL: ? y b � SF �d FEE' FEE , �" FE L 1 U� - � � .r �J /f a Y 1�/ L ( �X? SFf)- v SF)= 7, ` SFX$ 6 _$ +$ +$ -$� 2. (—SF)- ( SF)= SF X STATE- OF NEW YORK ) Q OEL—&& ) ss: COUNTY OF "ter, 1 Stephen L. Cohan being.duly sworn, deposes and.says: That deponent Is over the age of 18 years and resides at That on the 24th lay of June , 2002 deponent architect/engineer, licensed by the State of New York, hereby states that s/he accepts full responslbtlity for the accompanying plans compliance with the New York State Fire.Prevention and Building Code (9 NYCRR);:said plans pertain to property Iqcated at SCTM# 1000- 038-07-10.9 street address Archife-oWngIneer Sworn to before me this J 24 day of June 200 Gam_= l b Motary Public DONNA M. NEUBAUER NOTARY PUBLIC, State of New York f v, No.41-4796600 ry1 F� Qualified in Queens County R ��r cc: Applicant Term Exoires September 30, 20 d 55 i Town Of Southold P.O Bax 1179 Southold, NY 11971 * * * RECEIPT* * * Date: 08/20/02 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct-Resid. $10.00 Total Paid: $10.00 Name: Geraghty, Donna 22655 Soundview Ave. Southold, NY 11971 Clerk ID: BONNIED Internal ID:61595 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY J� } REMARKS: �� K9 o DATE ! INSP r n 765-1802 BUILDING DEPT. INSPECTION [ ] FOU ATION IST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLHIMNEY.,_,��j REMARKS: d�-oe DATE e /=S INSPE b 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUG LBG. [ ] FOUNDATION 2ND [ ] 1 LaT10N [ ] FRAMING FINAL [ ] FIREPLACE & CHIMNET [ ] FIRE SAFETY INSPECTION REMARKS f - 77_ t DA INSPECTO '' v 7W-1802 BUILDING DEPT. uy INSPE [ ] FOUN ION IST ROUGH PLBG. [ ] F ATION 2ND [ ] INSULATION [ F ING [ ] FINAL [; FIREPLAC 18: CHIMNEY 7REMARKS: ,� - r DATE INSPECT0 " ' 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION J2�7 [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: -g, 'l,e. DATE INSPECTOR e IIi l�' M-1802 BUILDING DEPT. 114SPECTION [ ] FOUNDATION IST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: W 1 - - ` f jell DATE l INSPECTOR �� �.n M-1802 BUILDING DEPT. INSPEC SON [ ] FOUNDAT IST__ [ ] ROUGH PLBG. e [ ] FO DA N 2ND [ ] INSULATION [ ING [ ] FINAL K ] FIREPLACE & NEY REMARKS: z, DATP NSPE W � L�LIWi,_ � _ _. ' M • rl� RX rA 019-0 MMMM , M5 T • • iu�► /� � r/' ME A- s o PLUMBING 1A -/Rtii : 0 l Jill i �m� - - - - P11 - ' i / J/ VA W ' - L L�✓� - ADIJITIONALCOPANEENTS _. DJEJ . -� - TONAW OF SOUTHOLD BUILDING PERMIT APPLICATIGNT CHECKLIST BUILDING '? G DEPARTMENT Do you have or need the following,before applying II TOWN ALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey PERMIT NO. Check__ Septic Form N.Y-S.D-b.C. lolt6 Trustees_ -- Eraminad / ,20 Contact- - .-lpproad i 6 ,20 , Mail to: -- Disapproved ac Phone: Expnarton l L 2uA r Building Innspe�t— -- APPLICATION FOR BUILDING PERMIT' I I g Date ` ---' Z �— _,__ INSTRUCTIONS A a. This application RBST be completely filled in by typewriter or in ink and submitted to the Build ag Inspector with 3 sets of plans, accurate plot plat LU scale. Fee according to schedule. b. Plot plan showinci location of lot and of buildings on premises,relationship to adjoining piettlises or public streets or areas, andwaterways. c. The work co,Bred by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Perurit to the applicant. Such a permit shall be kept oil the promises available for inspection throughout The work e.No buildin.a shall be occupied or used in whole or in pan for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy- f Every building pernut shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the pmperty have been enacted in the interim, the Building htspector may authorize, in writing, the extension of the permit for an addition six months-Thereafter. anew permit shall be required. APPLICATION IS HEREBY AADE to the Building Depa tment for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinanws or Regulaiions,for the constmction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to compl � ith all applicable laws, ordinances, building code,housing code; and regulations, and to admit authorized inspectors on pi an ses and in building for necessary inspections. (Si�lattrre of applicant or name;if a rp ron) ��?6FC Sna�nNtEI� AVE 52A31LO -n tH (Mailing address of applicant) State whether applicant is owner, lessee, gen architect, ono neer. general contractor, electrician,plumber or builder Name of owner of premises 6*2SI/144re AV I'' (As on the tax roll or latest deed) Ir appl ant is a co si Lure of duly authorized officer (Name and title of corporate officer) Builders License No. _ Plumbers License No. Electricians License No. _ 'Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County'Tax Map No. 1000 Section 3V BlockLot Subdivision Filed Map' Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction; ' a. Existing use and occupancy ✓��� b- Intended use and occupancy ,Qr"Sm / 3. Nature of work(check which applicable): New Building V Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost -X/A" 'm Fez (To be paid on filing this application) 3. If dwelling, number of dNN elling units Nttrnber of dwelling units on each fluor / If garage, number of cars „2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 111 411 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 S. Dimensions of entire new constriction: Front Rear Depth i Height :Number of Stories 9. Size of lot: Front iSV,-Dz Rear 15-0.Do Depth_ 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated leyo 12. Does proposed construction violate any zoning law, ordinance or regula, YES NO_ 13. iA'ill lot be re-graded^. YES ✓NO Will excess fill be removed flout premises? YES NO v-1 Y3&7 ?.WLs p 14. Names ofOcvnerofpremises G'<:s/,rfi,�,�f��L7y' Address i ✓iG �y ic/ �Pjt�o..neNu. 1/�'�'y�-� •ame of Architect .SLG address iii✓ `A y is /3, Pl one No NameofContractor i7%6�- Address'? Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property Mthin 300 feet of a tidal wetland° *YES NO�� * IF YES, D.E-C. PERMITS MAY BE REQUIRED. 16. Provide sur;ey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at'anv point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NF�X'YORK) SS: COUNTY OF ) Dmn1 jl ��PA a,6eLy being dul,, swom, deposes and says that(s)he is the applicant t *e of indi-,idual signing contract) above named. (S)He is the (Contraeto . Agent Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application, that all statements contained in this application are true to the best of his knowledge and belief, and that the IN will be performed in the manner set forth in the application filed therewith. Sit u� to before met s dayof 0 L� Z� otary Public Signature of Applicant LYNDA M.BOHN NOTARY PUBLIC,State of New York No.01 B06020932 Qualified in Suffolk County Term Expires March 8,20.0 Young & Young ; . ¢00 Ostrander Avenxce, Riverhead, New York 1190!` =�'2e 631-727-2303 C` n � P Alden W. Young, P.E. & L.S. (1908-1994) g Howard. W- You7E9, Land Surveyor gr=;d Thom" C. Wolpert, Professional Engineer a� Rob,,-t C. Tact, Architect d o W P �O2i911yr^E iWV;1LIt .- lA J miCr e FEIN PLT"FOR.+ai''1"d:;OY/,AN OVt:CIT9` RUM°l AMRA W II FAWLT R ,'7%M r; OCJf.'t' o< Gti\a� ls� r 1s ,M � �,�ldY, t„„ °d t?4 $ S + S� `' 5 461 F' 0339 17074 IViAIGigrl IM OF.t�...13F1) U0 5 c F77t'7M UAn7 '..OF A['1 1 VAL 3 \ e SURVEYOR'S CERTIFICATION ` fv �6� ,,� fl, o \`\` tr� • WE HEREBY CERTIFY TO GIJSMAR REALTY CORP. qO " `'q-.,Nr eho. y `� MASPETH FEC ERAL SAVINGS LOAN 5E` �J� `� s `� ASSOCIATION THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYSg ADOPTED BY THE NEW YORK STATE ASSOCIATION OF - PROFESSIONAL LAND SURVEYORS. o Lot 23 �y. ` o0 0 NEWY ; sc6 01 2 5`' ,s. �pp.,l �@� QQ� NI' r� 91" s0 O� y1; \` tw✓"eVYq,,.d,':' or Q OV S 7 1 S`'� \ �.!uta e. r.,.pf,..>r"'�•, T' � a" Phi �cf'a HOWARD W. YOUNG, N.Y,S. L.S. NO. 45693 � a L 5e e5' SURVEY FOR " ' a � r On p 4T`ti v`O ,`J\' CP _ `VII, I. GUSMAR REALTY / sel � 5�``� LOT 23 "SUMMIT ESTATES, SECTION ' 0,r ;p 0 At East Molriai, Town of 5oi�thald „; g ¢ Suffolk County, New Yack s F r� County Tax Map orslro, 1000 SI,I, 3S Xjf�yK Ca E�1 1 D.9 g \ BUILDIG PERIT SURVEY NM _} eeLLa P — o 00 NOTE rffi >.. AREA 30,o0P SQ. FT, a 0q ; • SUBDIVISION, MAS SUMMIT ESTATES, SECTION 2". FILED 1N1 MAP PREPARED JULY 1, 2002 1Feo I;! THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 2,. 2002 AS FILE NO. 10768. SCALE 1" = 50' • VERTICAL DATUM = N,G.V, DATUM (M.5,L: 1929) JOB NO 2002-0289 q DWG. 2002 0269-tip 0 z,MONUMENI SE1, MPMWENT FWN SiME 5FT STAKE rWNU Young & Young j N 400 Ostrander Avenue, Riverhead, Ne,ui Yurk 11901 631-727-2303 '��,s_ \PHowardX38\\ Alden W. Young, P.E. & L.S. 1994) ur Hoard W. Young, Land, Surveyurve'Y or erk' Thomas C. Woipert, Professional Engineer R" Robert C. Tast, Architect fag W E O ORA99 ` \ i ,a , r, A 1 ➢ I ...., I �id e o� ti° G =z qn g ey'SP'° I/1 4 1�20 / \'N. Y I� C 90 - 0_ SURVEYOR'S CERTIFICATIONY \ o ry, `,`� \ V O • WE HEREBY CERTIFY TO GUSMAR REALTY CORP., LAWYERS TITLE INSURANCE COMPANY & 33�� yy DaI,V MASPETH FEDERAL SAVINGS & LOAN ASSOC. �g ry6°�yo°oyn 0 `,` THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THEa \`\ ^�„ v�• Op. CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW S a .3' YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, u r3 ry Lot 23 2{M1 Atd� o res ,°� 06, I \`` \ �, f� 7 r \ c'+ / 6�Yl:Prti- yq �Ypror"y �IIfJ��19 da , '02 ` HOWARD W. YOUNG, N.Y.S. L.S. N0. 45893 / N.o 5� 5oyz `so � y � � ��.•` ,`' c SURVEY FOR p0- 5� oa tie ,l z p. 5 C3 �5`le °° GUSMAR REALTY CORP. �� LOT 23 "SUMMIT ESTATES, SECTION 2" w �'3• s �o SJ At East Marion, Town of Southold g? o �S Suffolk County, New York i <1\ a; �s 7sor�s County Tax Map &t,io 1000 se uoN 38 Block 07 Lit 10.9) HM 0 N ° \ C °o N FOUNC) ATION LOCATION J s�°\ NOTE °° C11-- J-_ °7 AREA = 30,000 SQ. FT. FOUNDATION LOCATION MA:RCDOO ��5 �', • SUBDIVISION MAPS 'SUMMIT ESTATES, SECTION 2° FILED IN AMENDED PROPOSED HOUSE THE OFFICE OF THE' CLERK OF SUFFOLK COUNTY ON MAY 21, MAP PREPARED said 2002 AS FILE NO. 10768. SCALE 1" = 50' �dP= MU.4UMCNT SEi AIOMIMENI FUVNU [1. _ .1ANE SCT ♦= surcE rooNo JpB N0. 2002-02@9 � �� DWG. 2002-0269_foundationJoce�. Young & Young N 400 Ostrander Avenue, Riverhead, Neu) York 1190i = �e 631-727-2303 qe Alden W. Young, P.E. & L.S. (1908-1994) kc $ Howard W. Young, Land Surveyor o- Thomas C. Wolyert, Profe asional Engineer Robert C Tosf ArchitecMN t W E 1 a rH Qr\ za ) L ti 9 o? \ S H °� c eti° o Ce c, �> C:)J�y�o $IlRVEYOR°S. CERTIFICATION ` oR • WE HEREBY CERTIFY TO GUSMAR REALTY C0RP., g$� +•Sv �,s `.� erc ".� >,O LAWYERS TITLE INSURANCE COMPANY & a3� MASPETH FEDERAL SAVINGS & LOAN ASSOC. aF SO `s h/\' THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE 00� `> 7/J\ CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW S,A h� y1' d „ SJ, �� \ YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. FRFo \ �h �r°'p F 7� Mc � �rpo�„ �;L vp9,y� Is'. .2,�e� �i C� 1 '7/� �Q \N\\v / L�. W. Y ° Lot 23 B �sr,6%L. c0 2 0 �� 0000 `�. i ., i a..• ^ ( 7R 2 �d�a O`np �O HOWARD W� YOUNG, N.Y.S. L.S. NO. 45893 a'se off, 7 E. \ $�a O s \ C�: �> > 9„ , mr N W LAW e4i C'l•. i0 141 C)= a '�Dl SURVEY FOR ` 0-jY r �� °°� GU SM AR REALTY CORP . a wa $ <0 ;y> 5 LOT 23 "SUMMIT ESTATES, SECTION 2" Ln yO At East Marion, Town of Southold g Suffolk County, New York Pg <0 County Tax Map D:tret 1000 seeuDr 38 Bm�k 07 Li 10.9 O ^a SL °� \ — g25 F 6: �5\ or �. nX'M e , Sp \ NOTE ° pp . 4 FINAL SURVEY MAR, 26, 200 o AREA = 30,000 SO. FT. FOUNDATION LOCATION MAR, 25, 2003 3Kko • SUBDIVISION MAP 'SUMMIT ESTATES, SECTION 2" FILED IN AMENDED PROPOSED HOUSE NOV. 7, 2002 Dal 4-.6 = THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 21, MAP PREPARED JULY 1, 2002 4a,4-.6 2002 AS FILE NO. 10768. €n< SCALE 1" = 50' FS "M JOB NO. 2002-0289 §'¢ = MONUMENT SET = MONUMENT FOUND Q STAKE SET A= STAKE FOUND ^QF' DWG. 2002_0289_final ?�( COMPLL1 WITH I NVSgc_ AA,V 70WA1 CO.D65 � OWNER, DEVELOPER, AND CONTRACTOR' GUSMAR REALTY CORP. SECTIO 1 100 - c NRA ( OlIp1TLONS OF THI�pROJE�T 7 The specific Trade or Subcontractor shall furnish and install all materials, labor, and equipment as indicated in these documents unless otherwise indicated or 13-77 37TH AVENUE r 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 9 g g usage. All materials, labor, etc., shall be supplied to fulfill the intent and requirements '• local Village or Town Building Code, Articles and Regulations of all other agencies 9 LONG ISLAND CITY, NEW YORK having jurisdiction. of this project as required to complete the same whether specifically indicated or note ZIP 11101 y STA S, 2. Precautions. All work to be performed in a safe and orderly fashion or manner solei The individual Trade(s) and/or the specific Subcontractor(s) shall be totally, I TEST H^OLE DATA Contractor/Subcontractor shall conform to at least the following: y, fully and unequivocally responsible for the entire project, and all project safety, PROJECT AND LOCATION: / N0. NO x a. Provide and install all prudent, as well a mandatory, site and public supervision, coordination, phasing, etc., any and all related requirements whether g %� r�„.q M.O• °.0, protection throughout the course of the work, from excavation through and including specifically indicated or not. The Subcontractor shall also bear the responsibility SUMMIT ESTATES ,G i % % � L °PsaL °5 owner occupancy. thereof and shall be so held responsible for any assumptions made and shall, to the �- - RESIDENTIAL DEVELOPMENT aa' LOAM ''0` LOAM s° b. Maintain existing means of egress for occupants of the building to be thereo and a Law, Save Harmless the Contractor, the Consultant, the Managing SECTION 2, LOTS 11 THROUGH 23 ♦.O maintained clear and free of all obstructions, such as lumber, debris, cleaning Agency and all duly appointed representatives, officiates, partners, partners of • 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 partitions, etc. against any and all claims, real or unreal. LOCAION MAP a °w a-mo ,aa cnnv>:SAND i a Maintain or store building materials or equipment which are subject to 9. The method of presentation of these drawings is graphic illustration and is , ©.__,___-= 1°,.� 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 o su+°rEL h area Access to the area to be controlled by the Contractor or Subcontractor. these documents. OnAJ. Keep all materials, chemicals, and/or equipment is to be stored in an specific Trade and/or Subcontractor shall provide all necessary temporary 10 The v S be pyA 10 0 orderly fashion. weather protection, support, bracing, shoring, etc., for not only the access to the work ` --_ R�-- -SANE MO. 3 e Assure that all flammable or combustible materials to be kept tightly area, but also to/for both the new (proposed) construction work as required for the - s.n TOPSOIL D.C. sealed in their respective manufacturer's containers. Such materials are to begke t protection of the ` a p public, both the future occupants and the non occupants, and W w21 J o UNDErM.TITERSCERTIFICATE LOAM p5' away from heat and in an adequately ventilated area. property, at this building and at the remaining properties. � Z ° xi22 REQUIRED 2.0 f Assure that all flammable materials used are stored in an adequately 11. All work shall be governed by the most stringent requirements, including the } / _J a ventilated space Provide temporary fresh air as required. Provide fire/odor protection. Building Code and Energy Code of the State of New York, Town, Village, and where r°,k'sio<<ery - Q "-msrs +�'° NOTE: SURVEY AND SITE c�°ai` Provide at least one fire extinguisher per floor level. applicable, OSHA, Environmental Protection Agency, State Labor Laws, etc., and shall Pubp= / Z "v v;a"` °°"°°' PLAN INFORMATION TAKEN 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 conduits, open p LL _ FROM YOUNG & YOUNG Ow EL-0.0 0. p panels, etc. and that all temporary electrical ower in the document. ` =° sAx° e work/cleaning area is to be shut off after working hours 12 The Subcontractor shall verify all existing site conditions affecting the work or LANDSCAPE ARCHITECTS h. Contractor/Subcontractor shall at all times ensure that there is no natural OxAVEL construction, including electrical, gas, plumbing, sanitary, utility components, and/or fr.` 0;='9'$ RIVERHEAD, NY DATED PROVIDE OPENINGS F, z° g services or construction as required to best perform and complete the F� + E` MARCH 1, 2001 gas leakage in the building, or any flammable as to be used during construction. y AS s °, REQUIRED ESCAPE AS i All precautions are to be observed in the building to maintain fire safety intended/required work m accordance with approvals and/or direction and/or best BY PART. 714 OF and fire access or egress before, during and after construction period. " ` o °E accepted work practice with the work area. P "g '°i•"^ =+x 3. W , PLOT PIAN OT °°°° so R° F b�1., F o �,?, 1q as N.Y. STATE BUILDIfdl�i % All obnoxious and other similar odor causing products are to be 13. All required Site Surveys or Site Plan Preparation, and building location, shall s°mmlr PB`° a is ”'°° APPROYEDASNOTED performed only in accord with EPA Certified Contractor Licensed Personnel, if be executed by a licensed State of New York Professional Engineer, as authorized o Q- s°rmip c vu°se°u°" ,. 3:�" S x" sgz.w ,,y, �,,, ?: y N. zoos °'_°$ _UM sass m /�•/6 z BP#Zfi,�7,' -� required, as performed in accord with the manufacturer's preprinted brochures or performance by the Contractor for fling with the local authorities The Contractor shall z Po�6 R-V°.f .._, , NE__xasti 50 -ix°3 yam'' • Nsgxs's4 °;�w �/39�/0 for use DA. q instructionsmaintai s • "'w r�..w-• �E'' n and pay for all costs/fees related to this requirement '� >�? a Mz„o=• ` ' \ JFK ¢F 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 13 a'x°''"'° '�;. r�`�M1 NOTIFY BUILDING DEPARTMENT AT g NWg xwsE as not to disturb adjacent or nearby properties or dwellings. Comply and conform to i_-T-- "" a 785.1802 9 AM TO 4 PM FOR THE routed t0 the General Contractor, and not, repeat, not to the Consultant. The "^ Y� - �s o _ FOLLOWING INSPECTIONS: I at least the following: Subcontractor, Fabricator, and/or Supplier shall not make or have any contact w,ev.r ° '� " ° L FOUNDA ON g L°yo`a"""y "JS++:"" A '^°°°•' 3 ea TWO REQUIRED A� ° a. Assure that the overall integrity of the building structure and all of its whatsoever with the Consultant, prospective Buyer, or other not specifically FOR POUR€B CONCRETE �•- '=.u.. �= ff systems is to be full re resentative appointed "3 ' xi r" 2 ROUGH - FRAMING 6 PLUMBING y y protected at all times and must not be disturbed at any time by P (s) All inquiries shall be routed through the General Contractor. I' R°b.rf McElr°y ^ r° _ R ' s INSULATION O any Trade not scheduled to work on the component. Report any disturbance 1 The specific Trade or Subcontractor shall make no change to the intended and uaa , cm`"y s " 4 FINAL immediately to the Contractor and take steps immediately to terminate or limit the approved scope of the project as indicated on this or by these documents unless CONSTRUCTION MUST , l o- M°yC will, I _ ��-. FINALBECOC FORGO. -. _-p060-_-_-__ 1�L 1� 1�p a ' F<< ' "°^ °r m disturbance to the specific system or component. specifically recommended by the Consultant and/or approved through the stipulated °'r° s°d '^°ray LL CONS7RU TION SHALL MEET 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 EN7S OF THE N.Y. the immediate building work area Do not allow debris or dirt/dust to travel to the Department in writing Any such unauthorized change shall be subject to immediate TATE CONS TION & ENERGY Application filed for ODES• NOT RESPONSIBLE FOR adjacent site. correction by the specific Trade or Subcontractor with additional charge to the specific ESIGN OR C STRUCTION ERRORS PROVIDE '/a HR. FIRE 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 onl RATED SEPARATION TO up and cleared from the building site periodically to avoid excessive accumulation, necessary to satisfy the Building Department Requirements. PART. 717.3 (f) (1) OF related hazards, and unsanitary conditions. 16. All specific Trade or Subcontractor work shall be required to coordinate N.Y. STATE BUILDING CODE. r 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 with to 6 P.M., Monday through Friday/Saturday, except legal holidays, or as allowed by the such time that the back up or associated work has been inspected and the work has local authorities been verified, coordinated, and accepted by the specific Trade or Subcontractor e. Do not allow abnormal construction noise to occur without due notice, or performing the work after the completion or installation of the previous Trade or PROJECT AND LOCATION: when such noise is determined abnormal by the Town or Governing Authority. Once Subcontractor work. SUMMIT ESTATES -MASTER PLANS FOR DO NOT PROCEED WITH occurring, the abnormal noise shall immediately cease until further notice has been 17. The Contractor shall provide and pay for all routine City/State filings, applicable THE IMPERIAL II, A ONE STORY CONTEMPORARY RANCH PROJECT AND LOCATIOIN: I g en or until the abnormal scheduling has been agreed to tests and work permits in accordance with the local authorities and/or the prevailing SECTION 2, LOT NOS. 11, 12 (OPP. HAND), 17, 22 SUMMIT ESTATES -MASTER PLANS FOR FRAMING UNTIL SIIRVEY f. All construction work shall be performed in limited sections or areas Department of Buildings, or as required, including, but not necessarily limited to EAST MARION, NEW YORK 11939 THE CAPE MAY II, A ONE AND ONE HALF STORY OF FOUNDATION LOOP PION Subcontractor shall have available temporary emergency jacks or shoring in the vent General Work Permits, septic percolation tests, radon, Fire Department NEW ENGLAND CAPE HAS BEEN APPROVED. that it is deemed necessary, prudent, or if in the event a non scheduled or non Inspections/Certifications, Building Department Inspections/Certifications/Sign Offs, PROJECT AND LOCATION: SECTION 2, LOT NOS 16 & 23 predictable incident should occur etc SUMMIT ESTATES - MASTER PLANS FOR 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 THE CAPE MAY II, A ONE AND ONE HALF STORY monitor the installation of the building components and building structure, including filed under separate application or amendment to this application. Any required or NEW ENGLAND CAPE f� steel gbeams, concrete slabs and masonry, carpentry, sheet rock, stairs, etc. authorized electrical, mechanical, plumbing, or underground sprinkling work shall be Dwg._N9_ Descri tion throughout the construction and installation y e y p SECTION 2, LOT NOS. 16 & 23 G-1 Title Sheet, Key/Work Area Plan, List of Documents, General Conditions process. should an unwarranted performed b the specific work or trade Contractor associated with the building of this EAST MARION, NEW YORK 11939 of the Project, and General Contract Notes movement, displacement, deterioration, and/or settlement be Project. suspected/observed/documented, then the specific Trade or Subcontractor shall 19. These specifications and drawings shall become part of the Contract for the G-2 General Contract Notes Continued, Definitions and Standards, and PROJECT AND LOCATION: Project Administration, Special and Supplemental Conditions immediately stop work and perform any mandatory/required/prudent shoring, Mracing, work Any omission of building components in these specifications does not relieve SUMMIT ESTATES -MASTER PLANS FOR RS-1 Project Reference Standard Details repair, or any other emergency work requirements and notify the building the Contractor of the obligation to install them, as shown on the drawings All work to THE TARA II, ATWO STORY CLASSIC COLONIAL management. EN-1 Energy Compliance Requirements and Details be performed must conform to all Local, State, and Federal Codes and Standards,SECTION 2, LOT NOS. 14 & 18 PS-1 Building Department Notes, and Project Specifications, Sheet No. 1 S ( TIO i SF101 - including applicable ADA and Barrier Free Regulations in effect at the time of G IF[JAI OATRA(,LWJ S construction. EAST MARION, NEW YORK 11939 PS-2 Project Specifications Continued, Sheet No. 2 PROJECT AND LOCATION: PE-1 Building Elevations and Schedules The Contractor's 20 All work to be fabricated after framing construction must be verified for size and PP-1 Foundation Plan, Notes and Schedules actor's Consulting Architect and/or Engineer have not been retained condition in the field by the Subcontractor prior to fabrication SUMMIT ESTATES - MASTER PLANS FOR PP-1 ALT. Alternate Foundation Plan, Notes and 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 THE WEDGEWOOD It, ATWO STORY VICTORIAN COTTAGE PP-2 First Floor Plan, Schedules and Miscellaneous Notes owever, if authorized and duly compensated, the Consulting Architect and/or Subcontractors are responsible for legal disposal of all construction debris remaining SECTION 2, LOT NO. 21 PP-3 Second Floor Plan, Schedules and Miscellaneous Notes 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 EAST MARION, NEW YORK 11939 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. 2. The specific Trade and/or Subcontractor(s) shall investigate all existing 22. All cutting shall be performed by the specific Trade or Subcontractor requiring PROJECT AND LOCATION: 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 If copper tubingIs used Contract Work Scope. Report all relevant and significant deviations or conditions, structural integrity of the building or component. The Contractor performing the cutting ` SUMMIT ESTATES -MASTER PLANS FOR PLUMBER CERTIFICATION pp PROVIDE ANTI-SCALD Al which may p g THE DEVONSHIRE, A TWO STORY CLASSIC VICTORIAN ON LEAD CONTENT BEFORE f or wet r distributing hall be THERMAL SHOCK PREVENTIP^ performing thework outcome of the work scope to the Contractor in writing, prior to shall provide any temporary supports, bracing, and other safeguards necessary to SECTION 2, LOT NOS. 13 & 19 DEVICES AS TO PART. 902.6(6 r 3. Where required by field conditions or the work scope, cut and trim all proposed insure the safety of the other workers The Contractor who has performed the cutting EAST MARION, NEW YORK 11939 CERTIFICATE OFOCCUPAINCY of types Kor Lonly N.Y. STATE BUILDING CODC, openings to receive or suite the indicated or required proposed condition. Shore ed shall lcre component(s)ealldebris res Ibegfr m suckrespons per too the Subcontractor that plebmadthe SOLDER USED/N WATER UNDERWRITERS CERTIFICATEany PROJECT AND LOCATION: SUPPLY SYSTEM CANNOT REQUIRED required. original cuts in the work. SUMMIT ESTATES - MASTER PLANS FOR ,,,_.y O 4. The entire site shall be maintained in a weather tight and theft tight condition SECTION SF1-U- D FINUMN AND STANDARDS THE FARMINGTON II, A TWO STORY CLASSIC FARMHOUSE ;-E D 2/10 of 1 /o LEAD. during the construction and finishing of the building. It shall be the responsibility of the SECTION 2, LOT NOS, 15 &20 specific Trade or Subcontractor to maintain this condition before, during and after A RELATED DOCUMENTS: .AST MARION, NEW YORK 11939 PLUMBING normal construction hours. The specific Trade or Subcontractor shall adjust his ALL PLUMBING WASTE Ei insurance coverage to include the value of the intended scope of work and to name 1. Drawings and general OCCUPANCY OR &WATER LINES NEED the Contractor, and if applicable, the Owner's Consultants, and all duly appointed g 9 provisions c Contract, including General and T��TINGBEFORE COVERING representative(s) as an additional insureds . Supplementary Conditions and other related Specification sections, apply to work of USE IS UNLAWFUL 1 O this section. 5 The Subcontractor and any/all Fabricators, Suppliers, or Laborers shall WITHOUT CERTIFICATE maintain all required access to the project, adjacent properties, etc., Including at least, but not necessarily limited to fire and emergency access, or as required by the Local OF OCCUPANCY PROVIDE SMOKE-DETECTING B DESCRIPTION OF REQUIREMENTS: Authority having jurisdiction. 1. General, This section s ecifies ALARM DEVICES 6. The specific Trade or Subcontractor shall leave the premises at the tiime of P procedural and administrative AS TO PART. 721.1 completion in broom clean conditions as accepted by the Contractor or his appointed equirements for compliance with Governing Regulations and Codes and Standards NAS BUILDING CODE, representative. imposed upon the Work. These requirements include obtaining permits, licenses, inspections, releases and similar documentation, as well as payments, statements and similar requirements associated with Regulations, Codes and Standards. PROJECT AND LOCATION: ma�N Aco�, REVISIONS E R - -TI ._ ..-- -- -- - -- - - ---T-- DWG.NO. g L ~' SLC BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES OWNER, DEVELOPER, AND CONTRACTOR: -- PROJES TMMITESTA ETON: SUMMIT EMATES-MASTER AONEANDPLANS FOR a ' " STELCO REST. ___ (,{EG7,'('� D•0,�, �'F}R. �/ia tfst� -AVJ� A PP,�s#P�G., 1I � ORATION AND WATERPROOFING TECHNOLOGY CORP G -77 37TAR REALTY CORP. r ONE HALF STORY trr A w STELW in°BWAdw°y.swm 1115-New Y°rk,New Y°rk 10001 -Tel 2,aseasaam°s• ANA) TJ aN2JEF. /'"'�� REWr�Vtl rc m o Fa.:212.°°a°°eo LONG ISLAND CITY, NEW YORK +�- 30 ', I,� RESIDENTIAL DEVELOPMENT NEW ENGLAND CAPE V D SU S P fi _G0^JSfi7QUG7_/l-0Aj -. SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 16 &23 �/► ZIP 11101 --- - --� - - - - - EAST MARION, NEW YORK 11939 s EAST MARION, NEW YORK 11939 v Al. „sN'Z�° Title Sheet, Key/Work Area Plan, List of Documents, General Conditions re OF NISJ of the Project, and General Contract Notes , a The term (miscellaneous)"Regulations", is defined to include laws, statutes, all labor, materials, protection, equipment, tools, insurances, g b. Unreferenced Standards: Except as otherwise limited by the 2. ordinances and lawful orders issued by governing authorities, as well as those rules, permits, coordination, site safety, phasing, supervision, and all other items required contract documents, standards not referenced but recognized in the construction otherwise Such obligation(s) shall not be construed to negate, abridge, or conventions and agreements within the construction industry which effectively control 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. wise reduce any other right ri obligation of indemnity which would otherwise Documents. exist as Owner any party s person described in the Paragraph in any or all claims against the performance of the Work regardless of whether they are lawfully imposed by The decision as to whether an industry code or standard is applicable, or as to which the Owner or the Consultant, or any of their agents or employees by any employees of governing authority or not. of several standards are applicable, is the sole responsibility of the Contractor and/or the Contractor, an 16 Not In Contract: The term or phrase "Not In Contract" shall mean, any sub-Contractors, anyone directly or indirectly employed by any of his supervising Architect and/or Engineer. them 2 Governing Regulations. Refer to the General and Supplementary and be defined as, that limited portion of work, project, site, location, requirement, or anyone for whose actsnf any of them may be liable, trade or other item or entity that is not at this time part of the Contract work p 3 Additional/ Conditions for requirements related to compliance with Governing Regulations 2. Publication Dates: Except as otherwise indicated, where compliance performance or requirement of the specific Trade and/or Subcontractor, and shall be with an industry standard is required, comply with standard in effect as of date of y, the indemnification obligation under this section shall not C. DEFINITIONS: performed or authorized by the Contractor or the Contractor's Agent, separate to the be limited in any way by any limitation on the amount or type tr damages, contract documents. The updating of these documents and standards is Contract work, that is to be, is being, or has been performed by the authorized Trade compensation or benefits payable by or for the Contractor or any sub-Contractor under automatically assumed to be the responsibility of the Contractor 1. General Explanation: Certain terms used on contract documents and/or Subcontractor. It is understood and accepted that the Contractor shall be . Worker's or Workmen's Compensation acts, disability benefit acts or other employee are defined in this article. Definitions and explanations contained in this section are guaranteed, by the specific Trade and/or all authorized Subcontractors, the right of and benefit acts. The obligations of the Contractor under this Paragraph shall not extend p 3. Conflicting Requirements.Where compliance with two or more to the liability not necessarily complete but are general for the Work to the extent that they are not to maintain the unanticipated operation of the facility and any or all work performed by standards or work requirements are specified, and where these work requirements or of the Consultant, his agents, or employees, arising out of: stated more explicitly in another element of the contract documents the Contractor's own forces, or another authorized Trade or Contractor, and that this standards establish different or conflicting requirements for minimum quantities or agreed to or requested "Not In Contract" work shall not be in any way restricted, for any quality levels, the most stringent requirement will be enforced, unless the contract a The preparation or approval of reports, drawings, opinions, maps, reason, by the specific Trade and/or Subcontractor. certificates, surveys, Change Orders, designs, or specifications. 2. General Requirements: Provisions and requirements of other documents or Contractor verified field conditions specifically indicate otherwise The sections apply to the entire work of the Contract, and where so required, notes or decision regarding requirements that are different, but apparently equal, and b The 17. Where Required. The term "where required" shall be interpreted and giving of or the failure to give directions ai instructions by the schedules on the drawings, to other paragraphs or schedules in the specifications, uncertainties as to which quality level is more stringent, shall be the sole and g employees p giving or failure to give is the construed to be synonymous and to mean that the Contractor, Subcontractor, or Consultant, his agent,in or em to ees rovcded such g and to similar means to recording requirements in contract documents. Where terms Fabricator must furnish, install, provide, or in some other way, perform work in order to unequivocal responsibility of the Contractor. primary cause of the injury such as "shown", "noted", "scheduled", it is for the purpose of helping the reader locate the cross-reference, and no limitation of location is intended except as complete a portion of the described work scope In addition, It is clearly understood a. Where copies of standards are needed for proper performance of specifically noted that the satisfactory and adequate completion of this "where required" work the Work, the Contractor is required to obtain such copies directly from the publication 4 The Subcontractor shall protect the adjacent completed or partially performance shall be determined by the Consultant source. completed portions of the work against damage by this specific Trade or 3. Directed, Requested, etc.: Terms such as 'directed", "requested", "authorized", "selected", "approved", "required", "accepted", and "permitted" mean D. SPECIFICATION FORMAT AND CONTENT EXPLANATION: b. Although copies of standards needed for enforcement of Subcontractor's work, and shall exercise special care and precaution in the execution of work. Any damage said property resulting from the specific Trade or "directed by the Consultant", and similar phrases. However, no such implied requirements may be required submittals, the Consultant reserves the right to submit Subcontractor's work shall be repaired at causative Contractor's expense Said meaning will be interpreted to extend the Consultant's responsibility into the 1. General This article is provided to help the user of these additional copies as necessary for enforcement of requirements. Contractor will be expected to carry adequate damage insurance that will protect the Contractor's area of construction supervision and coordination. specifications more readily understand the format, language, implied requirements primelgeneral Contractor and Consultant against any claim for damages to the and similar conventions of content. None of the following explanations shall be 4. Abbreviation and Names: Trade association names and titles of general existing building due to the operations of the Contractor. 4. Approve: Where used in conjunction with the Consultant's response interpreted to modify the substance of the contract requirements standards are frequently abbreviated. Where acronyms or abbreviations are used in to submittals, requests, applications, inquiries, reports, and claims by the contractor, a Production Methods: Portions of these specifications have the specifications or other contract documents they are defined to mean the D CONSULTANT LIABILITY: the term "approve" will be held to limitations of the Consultant's responsibilities and been produced by editing master specifications, they may contain minor deviations recognized name of the trade association, standards generating organization, 1. The Consultant has been retained sole) duties as specified in General and Supplementary Conditions. In no case will the from traditional writing formats. Such deviations are a natural result of this production governing authority or other entity applicable to the context of the text provision. Refer dy b Y the Contractor for the design, preparation, and filing of the afore to described plans, elevations, Consultant's approval be interpreted as a release of the Contractor from technique, and no either meaning shall be implied. to the "Encyclopedia of Associations", published by Gale Research Coy , available in specifications, and details. The Consultant has not been retained for the monitoring of responsibilities to fulfill requirements of contract documents or acceptance of the most libraries. the Subcontractor's work, the review of Shop Drawings or Samples, the Work, unless otherwise provided by requirements of the contract documents. 2. Specification Content: This project specification has been produced Administration of the Contract, or other similar services normally associated with employing certain iconventions in the use of language as well as conventions SfGIDN SF104 - PROJECLADMIAIL$TRATION 5. Project Site: The term "project site" means the space available to the regarding the intended meaning of certain terms, words, and phrases when used in CPECIAL, AND SI IPP FM NTAt hese services. Contractor for performance of the Work, whether exclusively or in conjunction with particular situations or circumstances These conventions are explained as follows: CONDITIONS 2 The Consultant has no obligation or intention by Law to or by the prospective buyer of this specific dwelling or living unit. Similarly, the Contractor's others performing construction as part of the project The extent to the project site is Consultant is not bound, nor shall, or can, the Consultant be bound to the prospective shown on the drawings a In certain circumstances, language is used in specifications and A SAFETY REQUIREMENTS: buyer e this specific dwelling or living unit described prospective buyer. by any current or future contractual other contract documents is of the abbreviated type. Implied words and meaning will agreement 6. Owner. The term "Owner" shall refer to the Contractor's be appropriately interpreted. Singular wards will be interpreted as plural and plural nt between the Contractor and the descri 1. The Contractor and Subcontractor alike are advised that this is to be organization, company, corporation or other similar entity referred to in the Contract words will be interpreted as singular where applicable and where the full context of 3. The maximum financial r legal obligation of the Consultant for any safe job. The Subcontractor shall provide his workmen and all others engaged in thee agreed to or binding judgment or arbitration shall be limited to the total cost, less (Bid) Documents for whom or for which the work has been prepared for by the the contract documents so indicatesperformance of work with all necessary full-time supervision and safety equipment, reimbursable expenses, of the compensation for this specific dwelling or living unit Consultants and will be performed by the selected Trade or Subcontractor(s) and shall include not only the identified name, but all duly appointed agents, b. Imperative Language is used generally in the specifications, including hard harts, safety belts, fire extinguishers, fire watch, and protective clothing representative, or other named person(s) and/or entity, unless so excluded elsewhere Requirements expressed imperatively are to be performed by the Contractor At and shoes where necessary. All gas fired machinery, electric tools, heat inducing in the Contract Terms or Conditions. certain locations in the text, for clarity, contrasting subjective language is used to devices, ladders, scaffolds and other equipment shall be in good condition and shall describe responsibilities which must be fulfilled indirectly by the Contractor, or by comply with generally Accepted Standards, with the State of New York, OSHA, and 7. Consultant(s): The term "Consultant and/or Consultants" shall be others when so noted. local Building Department Regulations. used as either in the singular or plural to refer to or describe the singular or combination of the Architect(s) and/or Engineer(s) retained by the Contractor for Lhe B. PROJECT AND CONTRACT ADMINISTRATION: preparation, issuance, and review of the Contract (Bid) Documents and the routine 3. Methods of Specifying. Techniques or methods of specifying monitoring of the selected Contractor to perform the work requirements vary throughout the text. The method used for specifying one element of 1 Project Supervision. The Contractor, and/or the Subcontractor, the Work has no bearing on requirements for another element of the Work shall bear the responsibility to "supervise" this work and/or any and all portions 6. Contract (Bid) Documents: The term "Contract (Bid) Documents" thereof. It is specifically understood that the overall daily Project Supervision of all, or shall refer to the work scope, drawings, details, general/special/supplemental 4. Assignment of Specialists In certain circumstances, the of any limited portion of the Project is to be totally, fully and unequivocally the conditions, specifications, addenda, and all other required information or terms specification requires or implies that specific elements of the Work are to be responsibility of the Co�ractor and/or Subcontractor This shall include the deemed necessary by the Owner's Consultant(s) to describe the Project Intent to assigned to specialists who must be engaged to perform the element of the Work responsibility of all equipment, maintenance of safety barricades, all temporary the selected Contractor(s) to adequately, safely and satisfactorily perform and Such assignments are special requirements over which the Contractor has no choice protection requirements, construction procedures, construction methods, etc. must complete the intent of the project. At least two (2) sets of the latest issuance of the or option. They are intended to establish which party or entity involved in a specific be designed and constructed by the Contractor(s). Contract (Bid) Documents and all subsequent addenda or changes shall he element of the Work Is considered as being sufficiently experienced in the indicated maintained at the site by the Contractor for the Contractor identification of the work construction processes or operations to be recognized as "expert" in those processes 2. Project Monitoring: It shall be understood by all parties that the scope changes (if any) and for review by the Consultant(s). or operations. Nevertheless, the ultimate responsibility for fulfilling all contract Contractor's Consultant has not been retained, on any basis, to "Supervise" this work ( ) requirements remains with the Contractor. or Sub the Contractor forces. The Contractor's Consultant, if authorized and duly 9. Subcontractor(s): The term "Subcontractor(s)" shall be used as either compensated, shall make occasional visits to the site as required to review progress in the singular or plural to refer to or describe the single Trade or Subcontractor a. These requirements should not be interpreted to conflict with the and to consult with the Sub or Prime Contractor when specific stages of the work have selected by the Contractor and/or group of one or more Subcontractor(s) or Trade(s) enforcement of building codes and similar regulations governing the Work. They are been reached, or when a specific problem conditions arises that require his attention selected and authorized by the Contractor to adequately, safely and satisfactorily also not intended to interfere with local trade union jurisdictional settlements and and/or to perform a general review of the Subcontractor's on going work and to perform and complete the requirements of the Contract (Bid) Documents. similar conventions. provide commentary relative to that portion of the work that was reviewed at this specific interval. The specific Trade or Subcontractor, and only the Subcontractor, 10. Furnish. The term "furnish" is used of mean "supply and deliver to b. Trades: The use of certain titles such as "carpentry" in the shall be responsible for the Project Supervision, Project Safety, Work IMethods, and the project site, ready for unloading, unpacking, assembly, installation, and similar 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 operations". or unionized individuals of a corresponding generic name, such as "carpenter'. It Requirement If requested by the Contractor, the Subcontractor is to provide a Letter also is not intended to imply that the trades persons of that corresponding generic of Certification stating that the job/project/work period has (has not been) a "safe" and "incident free" job/project/work period. If, in the event that the job/project/work period project site including the actual "unloading, unpacking, assembly, mbly, erection, placing, 11. Install: The term "install" used tdescribe operations at name has not been safe or if (an) incident(s) have/has occurred, then the Subcontractor anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and E DRAWING SYMBOLS, IF APPLICABLE, shall accurately define the incident(s) at the time of the Letter of Certification similar operations". 1. General: Except as otherwise indicated, graphic symbols used on 12. Provide: The term "provide" means "to furnish and install, complete the drawings are those symbols recognized in the construction industry for purposes and ready for the intended use". indicated Where not otherwise noted, symbols are defined by "Architectural Graphic C INSURANCE REQUIREMENTS Standards", published by John Wiley and Sons, Inc., seventh edition 13. Installer: The "installer" is the "entity" (person or firm) engaged by the 2, Abbrev cations: Except as otherwise indicated, condensed, and/or 1. It is therefore understood that since the Contractor and the related Contractor, its Subcontractor or Sub-subcontractor for performance of a particular shorter conditions, terms, language, words, or similar shortened nomenclature shall Subcontractors are totally responsible for all conditions or incidents, that the element of construction at the project site, including installation, erection, application be that which has either been listed on the included abbreviation list, the accepted or Contractor shall save harmless the Contractor, the Contractor's Consultant (or duly and similar required operations. It is a requirement that installers are experienced in known industry standard, the (Webster) dictionary, or as required for the specific use. appointed representative) and all agents, employees, and all other required entities to the operations they are engaged to perform. the fullest extent of the Law from and against all claims, damages, losses, and F. INDUSTRY STANDARDS: expenses, including, but necessarily limited to, attorney's fees arising out of or 14. Testing Laboratory: A "testing laboratory" is an independent entity resulting from the performance of the works, provided that any such claim, damage, engaged to perform specific inspection or tests of the Work, either at project site or 1, Applicability of Standards. Except where more explicit or stringent loss or expense is or occurs as follows: elsewhere; and to report, and (if required) interpret results of those inspections or requirements are written into the contract documents, applicable construction industry tests standards have the same force and effect as if bound into or copied directly into the a. Is attributable to bodily injury, sickness, disease, or death, or to contract documents. Such industry standards are made a part of the contract injury to or destruction of tangible property (other than the work itself) including the 15. Work: The term "work" shall be construed to be synonymous with documents by reference Individual specification sections indicate which codes and loss of use resulting therefrom, and/or the phase(s) intent, area, performance, requirement(s), energy or any other "being" standards the Contractor must keep available at the project site for reference. b Is caused in whole or in part by any negligent act or omission of and shall be defined as that (work) which shall be provided by, performed by, the specific Trade, and Subcontractor, anyone directly or indirectly employed by any of executed by, supervised by, etc. the specific Trade(s) and/or Subcontractor(s) a. Referenced standards (standards referenced directly in the them or anyone for whose acts or any of them may be liable, regardless of whether or necessary to adequately, safely, and satisfactorily perform and complete the intent contract documents) take precedence over standards that are not referenced but not it is caused in part by a party indemnified hereunder and requirements of the Contract (Bid) Documents. It shall also unequivocally mean generally recognized in the industry for applicability to the Work. �" ��' COd !� CT BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. 2 Or• / i REVISIONS ��aK L Rcy JL PROJECT AND LOCATION: v ma OWNER, DEVELOPER, AND CONTRACTOR: b • 26 G2 O sSdL,fICr OJ,6 .N, Fvr� Fl!LNG ANTI /9 FIs �O U/ PROJECT AND LOCATION. SUMMIT ESTATES-MASTER PLANS FOR a y Al 41 STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP GUSMAR REALTY CORP ANG QAC�Jz �,�� A�ylliAl. SUMMIT ESTATES rs '� STei.co rno amaawny,s��ieins•niew vorx, ruewmn<mooi •rat zrz ssa 9404105-Fax 212 6133 eseo _� THE CAPE MAY II, A ONE AND ONE HALF STORY 13-77 37TH AVENUE - RESIDENTIAL DEVELOPMENT NEW ENGLAND CAPE ,��„_ a, LONG ISLAND CITY, NEW YORK —30 © /SSf/dD ,Poe, 4+'1r��`7f�'I is>"v"s,.'+r,B SECTION 2, LOTS 11 THROUGH 23 SEC •s ., TION 2, LOT NOS. 16 & 23 a �. EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 'Te Nn "S General Contract Notes Continued, Definitions and Standards, and ZIP 11101 - °` NES Project Administration, Special and Supplemental Conditions DATE Goo-2G - 0Z R c �_ �a ; AAOwpw, e'?fir I xl i. r S N�_nl�� aai �T � � / ✓ _+T2 �o �– S�PE_.IAL S I�B(_ONTRAC`TOR RE0l1 NET NOSE ° �., , , .� /�1.tYT.E-�o�,�`,zTj ---- fv 'Ge-'25P_!a - r It shall be an unequivocal fact that all Trades/SubcontractorsVA __ iYKFA ✓JcA( 47 <, shall be responsible to perform their work to meet all applicable ° ° rr� ,� Cv/R A -0 1-. 9 � L�FY pp G7N r, � d"msy, -_ 'Leif/o Codes and IndustryStandards, regardless of whether all items ANL a / / �� y �� �/ Via t4 y, 9 _ �e ` _ L311-�6t Cf �rnJl7/ N' -7�tCN , t �s are indicated on the Plans or included in the Outline Specification jq ( ,cam �/ c-�/ / ' N � zoo 51,-, .4rr4 and Project Conditions. The Plans have been prepared and -- . t issued as an outline for the work and do not include non described N�Ar�aLc /67e 2'vb'FLooA L - t _a�J � field cor ocated ndition t on or Item onnliance issues, If there the Plans or in the Out ne Specification ecomes anyBSG"LSr-4 140 fiCp Cot., yJD V Jc a N_ Y o - " �L�. Q' , a P/PE �L, i 1 , that may prevent the Contractor from performing the Project Work r _-- T �".� r ` o \ �" 2 u--- �� to Code, they must immediately bring this to the attention of the \ - - - ,t •'"� �' /' ��' '' / . 05 1`0 sCAIAf% 49 C.X.G�I_ v `" '„ 'Dif' ,a'' nM'`°r µ , 3&I __- Contractor to resolve. Failure to report the condition immediately, P1PQ�L C [INvaus G�' F/L( � P "' -_ .-- per this Contract, will make the Trade/Subcontractor liable for a° ° ° W-__ 7 r8"Mscq"&y`k � 'r �K / y rs'- 3 �i1 Fi'?�"f�rYSi Sc7 oN NON- ..."T' all reparations to bring the work into Compliance or u to a P 9 P P 'yqt F7�tN-75-L,3G1Z7' - `((�5_C�. '* - 7 I /'�?✓NT,5 .,`tF -' J e-, ° v� ,r'• �r6 ,t'91N� 'J+'r "E l " K.j" !%W° Industry Standard. In addition, all scheduled or required Trades/ o o a4 - �a� o� pnLrOk 7 � � � - forbtheir tractor Trade andlbecpreselnt forllding the Inspection(s)tuntill allwork 6oLT is Code o the Pit urps EXTERIOR WALL FRAMING NOTE: All 2x4 exterior wall framing shall/ma be v � - _ y U&� OLJG A+� J rc o i PG7a ` EX utilzed aCnosul LL siding satisfactory NOTE:nl 12x6 exterior wall) framing requiredh , ( ,YNJpv� 4 P Ml[�1_ 'AW "' -- - -• - ,,, - � � ` Y Y, 9PCARrNCa7P _, , 5s �tM�P, , �11J1G �✓ 17.. otherwise at all other siding systems for NYS Energy Code Compliance Ga &1 Kari ✓N7 /r. A G1�7F,/�r Q$ 2zGGR r {x1 - � s? �ca�er✓v /- ° raNNaw /N �r�©cry ��N4T PauN P, (AP pct wvLe. • 'r 1 17 5 J /y+ �/ I . ,� alt TJX L 1? f (t�9l f �3� 19 /aa5 —_— 7A1 �: t�Nllf V r 9 9 , -- --- ° S,0C-CAI- �onO � -- « �S �� SfLC, P . 9 9 P --� O AcG' yp0"& ` .. - d/�y - - to of window unit for a finished dimension of et to from window ` ANCNP - � � ` _ - - unit to a of window unit, At ceiling height, set o of top of aL� a WINDOW DER FRAMING NOTE, At 9-0' ceiling height, set P unit for a finished dimension of T-6` from finish floor to top of v� /� a _ z --- As req unit. Allow clearing for deflection, weather seal, etc. N ,' , Y . b51?c � RDr7� i { ti' rT r _ _ f RE✓/SL::, 3'-S• B� _ i-- � � - s"ac As required align garage window units to main dwelling units �n1 �/,t7"(p[�l W,Q(,�, $� 1,+�, f?(��E -� � � � , or as indicated on building elevations.` G2f1,UJ��Tlanl N� �Qf� fi 1 - - n —`� ✓�iJJ�,�..__ NoTEa : ) ALIEN 9oP o6 ST��4 M WITI� 7D,� of rRVH r � �eJN -016(Z; [ 7-c7.Gls C''0Nr0, A00AJ1_ZA710A1 w4 Lc, c> 5 G2�ND F� 7 aAT p o� 2) ALpGAI 7nr- 0/ tn70 �/1/Gfa Lx1M 6�lt 1 bJlTr1 7©F BG - v 2„KG .7A� O✓y�$'/V 10?E Ue4(ZP l,5 1R ) A, Ga45Q STEG=G �I Q - 3 GOFRM 701PY` .C'+% POCICEr 2 f3ELE,W .6TO uP' _ p l3FJJµ1 ANrB AGV US W 5 SPG. ,„,y/M,� /I N/a 4)r®RM? ?4f� OC” PBQ,tnF1 /�" a�LCh1 v5or BF WDyP1/CRB LArl /•3r✓I ANr:� a� uST w/N� �/04LZ sn law �L eYPucic w/rod srinl G eBv7 4. 1='3 G-= err ET. - - )C+ .. = f� c47 •, - _ _ 1`,'.-� l%2 oA, 3B MAFf, A9 NLV, CNAN�, �. _ _ MaT6 _ \a - .1 - -'J,'_'yJ' I •��� �dryr- %l°� �`�- .(1L7..299 ' _ ---- _ ---- 4 � _ �4G6M B/4L C FBUNGaP/o�1 r DUUCkV7YUi p`' r� �i Q�c� IN G�sY��,s �,Na �i�M� Q � - - .-- _ o- _ -- . � At ✓�J�rar,�r� - ----� _ SDP L �V/.>l�_.Y__'G_r iD.[nlrs ' w"'f�r f� j REC'r�4ll+ Fl,>y, %•"'IP, /°7' .&L 4.042Jrrioly$ T - • - _ �, _. j o_ ,J r LD.+V, /�NG�i OLT w ,.9".trq I I e •I•I - �IT I' - _ " - T � Tl.4 (NULLeu7R TP�✓Arr .1a4:8'ra,G, 15,17 d' If 4b h Fibra Cby Ek,S rhN a _ . { ------ Iq ` _ :' . ,. - - - , C.cAs Ecfi $I' h - ._ ...i_ - 731 T �x I t ✓sl W 2�5� p eAR Q C(�G 8 0 ._ - _ , 2tt E /L _ micas=>�'a t? - ^e N5+�4. z���r�^ ��l�GP_. -_ IrYl��s P��tilraE /Ha RA?iM�, .� � � - - W (;GIN UNI7 Wl?Gt -� M �� - - P, - - -- I - - - i --- - S Free A 09 V/ i . C � Geis ' ,• x_ �LO��;.J r�r � . '� - s. - _ - — _ : _" _ + �� __ - � •� ,� - -` �' m==•, :� �_ l = - y� =L�c�m�zt�a�rar,� r� - - - -- -- o.- . o Gr � 2 � G /LbP a Ws LL Tq°PlcaG I ,� 45 tSIT EA" ea,ObVAL rYh1 -- —• � F3EAMaNf P/F_tZ �t _ - -- �d T ?PIS _ 9 ® ' fZ l� Lpn c, e,�rn o A ` -,--- - `- - y+ 6 _ �+ _ -__- . -'c - --- _ I I +Mu ` DrJC1 sCf_' t�L.GN:":; 7 6�ULL oU'P' ✓5' . A rW',�(d _ Gf�.euU�'•wi X � ! r ry � Fl _ 77rfJoF`F7i ` _ _ -_-_M1 y l�' 'Ad_ ► m 'f , /1D„ mliia"I x'1.1!?NE',E'+,'=� "-' N: v`d R' ,LO/'Jla ANCMG,u4 �+®Fi"` i J,a 62Gp�^ w -�� - `�'d(, GaR,ZJfAI � a p 'a • �, CND (rYP "/ " � "fi: r. 1. 9 7rE(Put;c �auTrae�rRd/,t71 >i . _ _ -t s ON as S&7- Y45 T •.,��' N ,, �y .. I - '- N; -a - - _f Ir�7GM+d___ 1,,,•Y. -- _ et - - 4 s ` -`�F'lLrNti ,a,BOVc, I. Y4S 44R.5ca 2=o B,C, f+OF,' ', p „ b"dd�rc' - UL j, o FRoM CuFtniTrwS/ /JGr4 9YP,--I=- zS ""_^-�_6Ad+� - - - „ T� $ C7$ �a 7�LiL17� lM5UG sir a ears ToP/scr, rY , I lrw �v�L !I rnlly, rYFP, " of S ,seaPe s 4s,C, - s �' ,._ T'rT •"-7pf rJ rvlcrlte'LS mel 5 &oR5 Lia' lr AT 2�O" o,e, T r t, �� ^�„f7taM Y//.a _2 e' RAY J 9 C _ JUfdBr^ d�NY �'1 2 u� EKI-I"N/„3 /4 vea” L3Nnerz,, - , ... . OI a Y TyP/044, 4S /Nt5r� 1 p,w, x?FNc rZ V/!A,7, - - r<yN0% a /oro' FRBM 2NYa - U g" ,JDRI?, Sir dNCW a » @ �` dDYu eF�s 4Na �NcrS ry aRSEI�rr76Kr �D ' � 6D.UG4apE ea+ JbGn " „8„ e _ - L a 1 _ �_ 4rBa S - - - - a, l-o` h({6M co/�NfRs CNS 7Yf' ' �' 4Q - .r' Er AN 01%r-o -�--( •�V T , �,• _ fN.f '.a -- 'd• T�Tnd's�l,<G._ , ✓,nM Cra/ao.JE,e„c AND /,NL7 TYP - f � df1 ND7ES FROUID T46U T� __-_ - ° _ mt? ✓� 4:tm', IkArrF r t� gra @sup . . 4,vvloe, e oc r:a 4Nr> �7'N41.r , � kiYR tE [ N - _,. F YPI M® C,B4uMh�l OF4 Rc1A r I l3EYoNlr r'YP'C'.«dL• _ _ _ N -i 1' r (✓ -. -, alEa15, Y9M s6/L / 11�.�` T �_.! l Y. _.- .�r„r. I ✓r`✓.� Ci. v.,f- -____._. _ PSR_. V,E' ftp G`Y` s�'7' @ ' =F' BF S661f,� / l � . 2,r " P,G, Ti'C', �` 'S � VFPo`P'/rOiJG.Ly' 56r Com' - S4a mr1 - Cay /'si._ ._ . - - D :l✓ i aiT,,l`"`-F'1 Cn, - - � Lo' o , -� - _ i � -` °A 'L l' � �GR.�NULa1R FILL - ..f -.�_.1� ,. �- .. `?' 1� o A. �'` -- - _ �:I' a •aa �1,u�' - G'CJN7 Com'+ =rlw', - "N IeACL'FiLfL4ralo 'f;�lydr> ' a,�', ?�, ,2-:",�`=T" " EY> 1 YY-�- -T 1 I- nIN rP, ar ` u 5t l a ? S`BfFTG,77P �j :' -L- 1 T / � l i 2817 @ PYC�, 71 P, � � It- I L Byrd �(?NP'�a�j� TQM r�J ¢ . _ 3 P -7YINr �C- - ; O -E_ PRpVlC,I/ .11"Il� r ,. ✓d/N T77;�UNlLzl�.7uh' .� �, 5 PRWASb Ek, ,��.,4 F' " - ---'Mh YPIL �G7_�VNII�mC�SSBh;. r S N fi" ?uKSa 49, 4r F'LS'V, ,I. Ir — . ` _y r - �,W1.1tJGc�,., ShA /N�a f° f'l.[ _ - - - Ad - .q/1r2 - - — - - - --A7A1V0A10AG L 3 ®R /� .. �f 4, -.50 IioLrs F11C _ �cGTe aND �' _;��C-�l�J/� @ S��V I>1� �=`•�.�G�f _�. �i✓r�'C, — �— __ _ __ .._. . ,/M,,,VU�s - q — �– �t�,y r G$rVl cl"ti 9/g B A�° rSSC 9 S oe -- R905fo 9�5�D2 AbTf» r107q a'dSULA776 � N/P IAMA770� j sf& REVISIONS - -- --- - - .. - - PROJECTANDLOCATION: 6�LL60 AAC CT Bu ILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. / OWNER, DEVELOPER, AND CONTRACTOR: -" 6 - 2G- 0� ISscl12 'TaJ7,Caf.',. J R J-'1UIr�1� A >:r- ,� Phr-'r[rVgJ- _ PROJECT AND LOCATION SUMJMITESTATES -MASTERPLANSFOR 40 °Da �F JL STELCORESTORATIONANDWATERPROOFINGIECHNOLOGYCORP, vim , SUMMIT ESTATES a v ° GUSMAR REALTY CORP. _ - - Allo "1�iC76dPPeR, rklII, FL-;Vi�b1,l NEW ��� 1' -� �Co inoeroaaway,s�;ienu•Newvon,, niewvorkraooi •rerzrzaeasaoaros•ra„.zizsassseo 13-77 37TH AVENUE - - RESIDENTIAL DEVELOPMENT NEW ENGLAND CAPE Rk5 1LONG ISLAND CITY, NEWYORK A 5 -- 0 2 GEJ.IEkA L P,6Vte't(v N S - SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 16 &23T; +/ ZIP 11101 -y�3D - 02 J,S;LIr„J Fc, C:.'nJT"r7ti,'LJr�.TlrrnJ - EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 :vln.ti},�',R' ¢ - s M ° Project Reference Standard Details q�• Ng2 { OF ®r 10 BATE: Co _'? I ")BA JNSU Alt iN -- LI FE aF DaRME beYPNI1 Energy Code Criteria and Design Compliance: OFFA ((u�TT. STTLnPeA `erL,N�h N°rs„ P,"1'9 rG r OF FlN>SJIBr, i�lll%k iN5U4ATI0n1 @ 3uG WALL R_ ��.. A>3EA T'rP1rwA "'a. ( NO A140 , it `>c9 (2)L4�'r+,R.S Ij-t " . NOTE: s-.Mj MINIA441i —' R"1� 6") a9AfiT /NSULA3"ipN .�,,,-'"_'._--- r 9.C� ) 7N -- —�-- �t NO (7e GATT: 1NSULAT/OA! i ' BATT tN uGATastU•C gR 5CN' ZATEx PaL�M�tL @ ?x WA" FRAMJNFa rtl oCAL .Energv Code Criteria and Design Compliance: The indicated or proposed \`/t I r .~''�'^. I @ fit IG RCV FfAMINIS .SiTE 91RE67l oN� '' /'oA ALL NVAG A'LIIM�r/NL, p � R-/3 �4")F3ATT 7NSLrGAT16/al building gonforms a the req ar ments of the New York State Energy Conservation Jf,/ _ 2-ca EtrtSr d ffE77yi�N n �LEA�rRleAL I�ffNE77(dTIONg - T ALbOw rWrlajTNAidWALGS/ r-donrgS If294 WA44 /RAMING W/TF� Construction Code for Residential Buildings Three Stories or Less in Height. All work st`� dq e'}'; _ m 2LO `IRrGrq RSTI/RIJ TO ALLPw Foe VEAITtA 10V " 7- �"r CEIL/NA ETC , Fi 7 (f )i11GiA lN.�iULATIOA/ illustrated for construction has been calculated to conform to the criteria for residenbaI FOA VW- 740700 MJN, ',a" � cLE44 OF „�MAT14ING TYPJc�mLf ' ".- _�t .;''� GLC'AA of SNEArNtnr�G- Tp,,MJeAG _ J .BpAfiO AND SIMf1LATEI construction. Design criteria has been established and calculated for 2" x 6" nominal 1` - � "S IC'"J,p" STUGGes Op'TYIM wall construction and the inclusion of any and all optional 2" x 4" wall system kms' lN`TAGL MtNrNea M '' 1 . !i-I9 (s")BATT r aIALIL AT/AN „ i, A R`5 C"r ) LATEac !'aGYMLsr't, N0T-E=MAx*1a9A4 ALLANABGE construction, including openings, doors, windows, and/or similar construction, which _ _ � 2af.� ,KN1r� wAGG p�, 2%�O, r�i "`�,� , _��-•-��- FOAM �A6G 1dygC Pbyy)!3/NS SEG47Ajp F�,(yp/�j, AIA rNFra:'fa¢,ATinN A• Al may or would have a negative impact on the overall required ratings. The criteria for ZiOTA/PA WALL FRAMfNC' 7YPicaL OR ELECTRICAL /GENET �` NOTE R-16C4'+)BA1T 1NSULATJond " t r b�� AA9JoNS CC�3 7�3I7dCJh�� �A15:OTQQfrr7Ar(DAnrll{N!Tl QW,) design compliance shall include the following: -- ���,,,/// -�� ' '/��. /N71a/7`NRU WAILS )%o"S� f AG - UNIT/F A°3 Fe,G.GOWSc a. Thermal Ratings for Zone 11B as per New York State Ener Code @2x4 kvi cA'nntNG WITH V? GE1GIAtSS ETA Q_ 0.3o cPM/urJ,Ff.®Wcllpowy Prescriptive Package method as per Table 2 or as per Prescriptive Building Envelope R''BB (9")Fv'AT r 1N»ULArI® I F-� (/"')R/�/ JI'/SN/rATrCtd t� '-�� ` ' ���)�� _ " F6ECTA/CAG .BO)( ' b - 0.30 C.1FIA1L/N,FTf.°�SLfy11f� ppn�S Requirements in accord with Tables 5.02.2.4(3) through 5.02.4(6)as follows: P @RAt�ASWTS`Pw,��RATuri,N �- arvar ANs IO/VS/M :2TEr3 t( "";{-'Z,'} ^• It,E §r rrE'Ld) W/V ¢!O"?terL A,Ay NVAC , uar pGUm"-Oa�iVfiS'1 r c- 00,30 .so c�iy/urate @ NrNGFO AaaRQ `�fTUCGfD aPTIPnr > , l , 1 ��, L INC o ktM1tAIq Ce5t47iKOJlENr UjiM/n4�•ro (�")tATJ;x PPLYMER �_' w-CnNTA//{ VENr(r�/aPa 0 ) TYP1cAi Com on ng R38 R38 .11f Component 1140R 114axR Lit /NSrA6G� V0#XlT At tl FSM LO Att F°ENg5T70/0/ 3i5 CY' ,BArT,-,4vv.LATaON , i (TYP 1 WI R MIN. 41- M&TtIF1w WITH Roof/ceiling R38 R38 .030 Floors R19 R21 .050 WrTNPULL ':iG'ALAAPT T9',aJO,AG 1Jqq_ RooFAfpG� � ' " c A-!a (!")RJgrp /NSuLA?roy Exterior wall R18 R19 .046 Crawl space R19 R22 .050 ATFLILLClAGaMFECgJ"E @CtIrNGW/TN4'.o" PATUAN SaAEPNTY� RI'19C6") �qrT/y ATrOgyArJA BoARpWl7td /�-!O (2') 2Afiaf'sC . Comp. ext. wall R19 R19 .051 Basement wall R9 RIO ,080 /lU F44��i MOTOk'D*QAZ AA) I'VIAffrONIS @ RA TERS 7NPICAL „ R-r3 4 , BATT lA15u4A" PO4YMfA FDANJ� FEN@TAAT)ON �CPN/J7TIQAIGIJ SFi4G'G') rQ 64f F''41i W44MAIEAaTgllaP L7 -- -R•19 (S ,}Qt,TT 7N sNGAq'lON Ay" EstTEAIAA TXY01i L - r''J^PICAL. Acceptable Prescriptive Design Packages No. 7 for a glazing area of 15% (UF<0.40) ° 2x6 WALL F$.6IArR7 7'YP/CAL ALTIR- 11 (6")GAMPAGTErs through and including No. 12 for a glazing area of 25'/. (UF<0.27) AYi/C w/NLtt>W 1,066A, 0 r S Z. WI T# n4•a (/")CA7�X NPTE: 9 dA0 /1s,gao/v� REIN R 13 C4°)l3ArY lVsl1LAT�oN � FOLYM✓A F6AM GARA6l Ag4'A JNSYAtg MIN. SAAGb r" NEAR lJAn9�SIM) A-15 ( )")ALL FQN50,L4AMI)i WJTW t( b. Applied Insulation and Vapor Barrier shall be installed so as to maintain R-J9 (6") .54rr /N6414ArJnN and provide continuity at sills, corners, plates, etc. (�c ,4401 PAAMING, � grs pN� A-7(1")Rt/iI 1N3LILATION C. Synthetic Sealant and Weatherstripping shall be provided and installed NOTE AT FIN0`01i AIZ1`A NOi7?C!aE7) 490AI M3 W0 SM&ILQTEGe S ;;). , MIN R-lP (12")0111 (3 u) at windows, doors, sills, cracks, joints, wall panels, wall penetrations, and elsewhere AEPV�`F/R3Pft a YYYWW^^^ 'l/N' l-/e (2'J LAird.Y 60LlMep, T,ryuGT,O oI>TjpAf 1"OLYM 11 dA (34) PRovrlt9 IN, 4p FOAM ALL PENSSrr�'A7ieA1 WITAii WEADCA 6A, required in order to prevent unwarranted infiltration. n'X W1774 PU44 $E'AtANr TYP/cAL GbCY IN,Ca TYPIeA1L R-11,l6 )SATA CONT AJA VENT (l 4�/6pQ 1h) AT F4(41 GIAcut4ra e)vciJ • MIN RLryaIF N TYPtnAL IN-57•ALtStJ @sort rd AtVOfnR Ni ,t,Ooq ,ANLr Wit4Do y/.S PPLYAAEFL FOAM d. Insulation to be rigid styrofoam or fiberglass batt type and shall have the M Q LOCA'TJAA)3 F/� „ ST FGpp/j minimum thermal (R) ratings indicated for the following: t / RonF q/p6A rTP/CAL TO F3E I JL4`/ IVEATNEh rA/PPEA L6I/Tbtq¢IrrrEdpp�At OR _s . y / ffi , �, WtTN a"GRE`E�N TYAs .dLPCk.1A1G; TY,NFO'AL, CGQND/7-101 Ep 5'P"ACS) 1. - R-10, 1" rigid styrofoam, at foundation walls or simulated stucco. r / " - 2. R-13, 4" fiberglass batt, at 4 inch walls with R7 rigid insulation. L / { ` /GE 991140 W1TN /h�;UtA7lN�y 8/.A}w,� Al 3. R-19, 6" fiberglass batt, at 6 inch walls, i— `— _ it ' t J`>i x' 4 ii 0"PeVR'N INSW RAND i ?OW" /NSULAT/NE/ GLAs9 AT 4. R-38, 9" fiberglass batt, at 2nd floor ceiling return. _ I ;;'"� "},A r r)PInAL A00M071MAD(I W I N /„ I/Z" 1X544 A ANO vLASS AT s 'i F/RST FLOAf4 L3R OPEN MAXIMUM I >oIR SIJ/M: NATE: MAXIl4�G1M f".lin 5. R-38, 9" fiberglass batt, at general attic ceilings and partial walls. ni(% ''�} I gECp" i d7 :400,, ININpoty�ppt�/y (�I�EIJ,SPAG1 /IJM FLiI� SNrMSt 6. R-19, 6" fiberglass batt, at 1 st floor/basement ceiling, _ -.1�-. i1 111 J P 7 GEt/LLehVrP,?9r-4E t 7C, ,4 N-e C 1AM� $1M } LEyIL"C/Ar�I oEFLEcr10A1, ETC, or as required by field conditions to accommodate variations of finishe and (CPNLa17-IOAI90 S AGE TYr'�!c�At. IM/L .....,,..._.-..,_.__O,__� TTP'/L:1A . DOLO not heated/cooled areas. ,' No7E= WSTAGL MINIMUM 3dreq"•)BATT /NSgLAPON i 1Me44C8 UVil . Fr�PGAGE '4 UNITS, R•AMV A&I. V40- 1w4Y;, CEIL/N W177i4:AnRL�71JAN Frttfn/tTN 4A7&9 M1N. I{-JO (2`f LA7E9L POGYMEt4 FILL W/TR( LArE)( e. Fenestration infiltration rates shall not exceed at hi ged do Ft. at FOAM Lai AGL NVA 7 PGUMPaI)NEr RAFZwRS TYPICAL POL7M SEALAaT PCwYMEIR SEALANp'' windows, -0.3 CFM/Lin.Ft. at sliding doors, and - 0.5 CFM/Lin.Ft. at hinged do s. VO 4L60Mi/CAi I.- A AT1cONS SOAM G°' ALG FEN@UT/LOTION . f. Window glazing and door units shall be insulatingtnJtAS ITC•A7 AbG WAL45 Ptcfa F/�S� L�O/4, W17t/ F4t4 W44AAW TYPICAL type with Max.axU- C@I6 r/J,(�,S'j:7 - / � CGnN.gtTYgqN SI°ACE7.9IB 4; _ AT FLIGG GIRCIJM 1�&NCS. Factor R f4. Windows shall be insulated prefinished units with a U-Fact of 0.25 ' GSA♦RA�B(NnN•CaNDtT/An1kD fEPgC;R'� NATE= ClA AMO Will iW,S and an R of 4.0. 1 kt 1 J`- 'C✓'�/fib ICY' �_/�111(�� WA L k, � �--�" '� - -- � � 7G 6E I�UGLY WEATNEI�.'"7�1!'PE,D. . g. Exterior doors shall have Max. U-Factor of 0.58. `�.l` 7 \ %3E 0770 �,r IT Q^�A77A: h. Energy Compliance Requirements: ?'P a' 4 G, fit/ DING wA 1, �.?J IAY ' Win J� �r�"/ ! I J< �Ci QI1tJ r �O a )✓ 7"yf1CwA4,, 6(rr//(w01fV4 WA (sr Ea e t;rrld l 1. Heating Degree Days: 5750 (Zone 11 B) �cia4i ' - 'S4 n f L ryr/ P7E^ sEE Li14AWlNG• Rs-/ !=o/i SCAbG.L''_ 3 m �^, '�1 � � / �/ 2. Design Table Series 502.2.4(1-6) C®1dA)-RUCTiLON DETAILS ei c' / t ct " NOTE 533 ARAW/N/a . 45�/ Ap a A( (�L;, � Jj� 3. Fenestration to Wall Area Ratio Calculation: c�oN rTrR uCT/p L»Tc1ILS _ Total Wall Area: 3092 S.F. 3II I L r,ea AiEtTE ; $96 QAAW, G R5_j FOS - g Cr7,tl5TpTadCTIl9N , Total Fenestration Area: 394 S.F. OETA/L(i - _ Calculation: 394 /3092 JN/t{I. R•10 (2"� 4ATC-�( ppt y E - - -� - - - - - - - Ratio x 190: 12.7 Percent FOAM @ AL1 X&JES74070 A - '"19C61�.i9ATT )N5'GICATidrJ iN- " - r-✓� - - 9 N° ° A9 do JUS �oprtl 'AdoVir W/TNFL✓LG 6EALAAMTYPICAL 2x6 WALE FRAMIiTYI'JcaL �AMQvAL'L J NESTR4TIPrjyEA Basement walls insulated and insulatinglass EAIiAGE AREA' 1N.S7n/,L ;MIN 2xq wALL PAAMmi Wrrhl -� -�--- i�-19(G f,SATT /N5•ULA7.1O j at basement windows, therefore: 2 Percent " A•7(1")Aiii JMS016AP@A) FJR3T cLObit „ WrT14 FL/CL SEALANT 7"YPICAL� � 2x6 WALE FRAMING TYPic44 Credit Allowable and R38 Allowable at CeilingAttic). IQ-19 (E )•GA?t9' JNSLVL'A7'tOAj 4-/,3(4• ),1,Arr/d3GJC 4?ic,�,/ ( @FLOOiq/G'E/L/NG WMING ) i EoARG ANO S1MLILAT CG PN)1 taN"`� �p SpJLaEy "iT A1.00i4 4. Insulation Requirements as per Table 502.2.4 (3): TY>�rcA'L , STL!G 0,i As I'i oiz I @ Zu¢ 1MGLL FAAM114„ W1rW �ft-!3(�F,/)�A7'r/,���IG,�T•fo�,P _ 1-2% TAApE-ci EGt G7?37GAL bo)( A-7 lr'")R iFrr1 /Nsa1LATlon/ fcPN�IT/pNEL) SPACE) a. Maximum Glazing U-Factor: 40 RE4u"MEW2z, TYPIC A/7 NI/Ac AUCT, F$UND'i9/NG WASTtg /3r�r at,L> Ali 16i SIAI/A1 SLATER E4EGTR/GAL 80 -^" I i @ 2is¢EkVAt - F,AAMING Wird b. Minimum Insulating R-Values: LINE dR SIMILAR CAMr'6Neli STUCCO 0PT/oN IJVAG 9UC� PLUM$/NG WASTE iA-71301- A/A1 p MtSULA l Ceiling: R38 GARAGE - OPTIONAL, ALT&`AW72F TYPICAL _ 1YPl AL SIMILAbI COMd'tiaNEnr9 g5ii O FO Si N Exterior Wall: R18 -^--- f� 19(0n)C3m INPA.ATIO)i � -R- 0-0110414ArJON Floor: R21 (NAN-C MJt?ITrgp)1ty SP„A44) (R7 2><G WALL FiiAfA1N6 d5!'A6{T BnAAp W/TN i}-/O.(2"LATE Basement Wall: R10 - --`"µms OF /T2°% TR•At7L0 OFF MIN, R -/9 (G9 AATr ��- . PO4'YNISI; FOAM 0PCNC7 47-1d J R'JD (I )fi1GtA INS414AT/On! Slab Perimeter: R9 (for 2 Ft. depth) M6CTA)iCALGOx,"^ " RE4LIIRE/J)Eti17' 11b`1 9L I FLOOI FRAMING ��% TYPICAL , MIN, io - - snA WITNI�-10.(2")L A7L^"K NVAG ALICT Pt1JMdW(3 VA57L� j' !3 /9 C6 ) lsATT dDAI L�dA FOAM -/0 EQET14AT-X Crawl Space Wall: R19 [ ALT- t(-,9 (6")GPMPAC7r-0 @ /LOata, PRAM/14e T/ ' TYPICAL . 11NEt.OR iM/LAi0. L`ON)P'OAiENJ F/LL CAAFdf,, VOIDS, G7'C, Ki /Ai W)711 R-6 (1")LATEX T?�/0(GAL M7'N. A-5 (I )LA7e POGYMBIL Po67°MEIt F©AM el R !9 (t;")Gnv1PACTEra IcOAM r7'PICAL ^t0('2°)lAT.-eX /Ai IiIi 77. fl-.S_(/U)4AMX IVr�)Md 04g'MEA FOAMF/GL CI$AGi�3 VOID$Frc WITW Rr/A „ PoLMMEP, I~aAM" TYr�ICgAL Pol7'ME'R POLYMEA ti / ..,. �• GPSACa�S VplA 'Er&; W1FW ' F/L ) TY+�/dAL n �. -�- i' (� a8A5>r fkATL° "-� ° FOAM 75Yf lCq 'i°n,LYMEr` ^ LXTLxR/O/R FouNOA7 /qN WALL -- `- -�- A.PPt1GD bAMP Ot /NG T'YPlcAL, , I JAT OPTIaNAF� lAISULATEA ✓' "' FULL NEIGNTTYPrtCAL - A,PPbcED pAmfP ROFIr/ y rl SrM4/Ge47EASiX- 5/o/NCw �- FULL NEIN r ,T� rGAL SYsTEwf• SE7 WITN MAa�^ "i CRAiNr _- L S/a,QC NerTE LAGATIAN OF / AFtEaErING. CXTE/4is 7r NorE 2 PCATlOn1 or✓ /{-!o(l") ' A$ iiiii 0/ / 2% TRAt9E OFF (NON- cmnitilTiaaAtStJ SPACE W177,'/ATAP770inJJAL tINSLltA7 D EAS--� Nr RIGrA rndS+JGATioniBaAtsD AT J� UIREMEMT. WENTEf3 oR NL)1( V?eA7TECr) q 5)MU 9TEASOUCG 'SIO/Nf> Ali SPAc,E) EXT l4la FpUNAATICNWAG4 A1eaaYa.Sa /rNS"IALL RJGID wITFI Ard1li-i IA15L1t4TE1J NOTE» /Ns7AGL M1NlMUM / BG4P/7.2-C7"MaAI FaEtOw I .� � xP. SEf W, nV}ASr/C . S1Mi/ PL'q SOUCc4 5/MA7 5 (/" LATkid POGYME �2 Ma7 GACAT/pNoKN'AR6Er/N6 , SYgTEM. SET yJITNMQSr1G >;INrsN SIAA®ETYf'lGAt /{-I[i(!"�tt1GlC7 EioAPLT \ N FOAM @AGL /44 FLUMLS/N6 ;, CoNOITiONEJ��tFiEO.S i No7E : @T/IN9 44, RI�IL� OrE 40e-Ar/aN OF PARGEr/d4, GI� EGL,ECT//y�ICAGf�ENETkA71ON/S a paAlatl' 2'-O" MiN, 3lELOW 1-/QC/ )A/6/L7 �AAD SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 /NTt2/TNRrJ WA44 FLOORS a SEI WITN 1NSU4AT/NCa NOTE :'S TfIN TALL RIGIL7 SUMMARY OF BUILDING STATISTICS Gt�IL/Ndi6 LF7�, 0¢I FPAM uEALANr R-g3 d - _ FINIS},' GRAAE TYPICAL G CONOITI0,9eit • 45 @CT& - 2E p" Min(, t ELGIN f�,�y, .SET WITW 1451144Thii A I FINiSN GfiAAE TYPICAL IHECAPEMAYd Cs G17T1PArE� dGE.s Co112" q, C , ` r n ,? , . Nd7E 1N5T4LL'.Nl/N/,'MUM FPAM SEALANT(A-gei � I. Occupiable (heated/cooled) Finished Areas: 6R AREAS TYP/GAS „ ") 2AT1 /'64041 I @ /3" P. , • NPTE= iN51S4LL M/N/MUM a. Habitable Area, first floor 1229 sq. ft. ) " ! FOAn(i ALL MIA.- I`''LUMf3liJG ° : 13-5(i") �,AP44 MI/0M M b. Habitable Area, second floor q _ „, • ` ' '4 " .� ,GFS, EL CTRICAL Pe:'NErRArod$ L, /GAM @ALL NVR„ PLUMS/ACG 1045 sq. ft iii + ' o a ' I n AT ALF, WALLS CLPC>F!S ,� OA BLECTR/CAL PE'AlE'I'RATIONS C. Optional Habitable Area 2274 s ft, ;, - I CEILIAIGS ETC1. 4 ' ' Ar,9S,(. 7-AIC F TNA d. Optional Habitable Area 414 sq. ft ) ( n A rL/NGS LLSETC Le t e. Total Available Habitable Area 2688 sq. ft. 2. Non Occupiable (unheated/uncooled) Unfinished Areas: a. Non Habitable Area, basement 1199 sq, ft. b. Non Habitable Area, crawl space N/A sq. ft. C. Non Habitable Area, garage 499 sq. ft. d Non Habitable Area, porch 285 sq, ft e 54A6 ON 0?vA04 � / aeCr/ONG CRAWL SoPAC , f Non Habitable Area, decks/stoopHabitable Are 297 sq, ft, an rC'r 1/ / ��j/ r' y ii`oN ip 13A6C-�� f Total Available Non Habitable Area 2280 sq ft. � �,,.Q �/„ ��'"'�y��/' hgi T., "`"'"^' �'^�'""" ------- ( .,//1 �� S LE'. 3 eta n /r t`'Pi i�(a WAXING l/�/'rd L4 S 6w'r}`(�I� - 4 1 ^ a� OTE= 2014 7AdCAlAiriiING FS-/ /OR SALE* . !J r 1 = �11 NorE SEE ARA4ufN[G Xi-- - S—! Feir{ T"P'6� . �{/f�.j //y9 WA4,4. v 1 ccNST�fd�TlpnJ L7ETA,iL 34 - - CONSFAUCT/Ohl DETAILS � SL c 54u c / A �N V07* SEE ARAWII fqs•/ FOR GOAJ5rAUCT/Ora DETA/L,5 REVISIONS _ _ _ PROJECT AND LOCATION: OWNER, DEVELOPER, ANDCONTRACTOR: 7-`16 -02-' /SSddJD o ;D.6,g3„Y-oR,..lalLIa'1C _ _ _ .. PROJECTANDLOCATION. `x�wNdrwx -- _ - - - - _- - - - _ _ _ _ SUMMIT ESTATES SUMMIT ESTATES-MASTER PLANS FOR BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. 4 oi= 11 GUSMARREALTYCORP 7 .30-L07 -, dSSL! 0 -Ftlk GaAlstR>v,.t1TI�N- RESIDENTIAL DEVELOPMENT THE'CAPE MAY ll, A ONE AND ONE HALF STORY 13-77 37TH AVENUE - .., �"F¢ wy�� , _ NEW ENGLAND CAPE - n0 supe y, uoe nis NewY d, N etIrk 1000ND 00'212.6 39409I05OFO 2,2 LONG ISLAND CITY, NEW YORK - - - - -- - - - - --- -- - -- .. - - - - SECTION 2, LOTS 11 THROUGH 23 STELCO RESTORATION A STELCO � awe s ZIP 11101 -_--- -" - -- - - - --"-- _- ----" �- - - - - EAST MARION, NEW YORK 11939 SECTION 2, LOT NOS 16 & 23 CORP,ass60 l EAST MARION, NEW YORK 11939 T ii27' d 9 e o Energy Compliance Requirements and Details - SECTION I Oa_- B IILDING DEPARTM NT AND CDD-ELOMPLIANCENOTES- h. Poured concrete foundation walls shall be insulated with R-10 rigid 17 Provide 5 Inch beam pocket (minimum) at 10 Inch foundation walls. 11 Subfloors to be a minimum of one layer - 1 layer 5/8" T & G plywood at insulation Min 24" below grade, unless otherwise shown. Provide minimum 8 inch by 12 inch pier at 8 Inch foundation wall. Adjust footing as hardwood flooring and 1 additional layer 1/2" standard plywood, glued and nailed at 1. Zoning Requirements* Proposed building location on the site shall be I. Clock type thermostat or temperature controls shall not exceed 72°F for required for pier carpet, ceramic tile, marble, or similar finishes. Adjust as required to match finished submitted by a licensed New York State Surveyor heating and 78°F for cooling, with an ambient exterior temperature of 20° or 90°F 18. Maintain concrete in proper dry conditions for 72 hours after completion floor height in the area of the construction required by the adjacent finish. a Certified Survey shall Indicate all front yard, side yard, and rear yard lines respectively. Switch, clock or manual control setback shall be provided. of pour Protect from freeze cycle. Protect from heat trackage and drying shrinkage. 12 Exterior sheathing to be 112" walls and 5/8: roof, respectively. Exterior and illustrate that the proposed building conforms to these requirements. j. Selected lavatory and shower fixtures shall be provided with 19 Coordinate with mason as required for additional footing and wall work sheathing to be plywood made with exterior grade glues Minimum grade CDX b. Certified Survey shall also include location of underground utilities, conservation controls not to exceed three G.P.H. at masonry chimney work. 13. Wood to be exposed to weather to be treated with Wolman Salts (CCA) septic system, key rough/finish grade elevations, site Improvements, easements, and 6. Plumbing Notations: All work shall be performed in accordance to the New 20. Overall dimensions taken to face of frame wall not siding. Provide non staining connectors and fasteners 22 other relative requirements. York State Plumbing Code and shall be warranted to be leak free after completion. (Sub)contractor to check and verify foundation dimensions and conditions with related 14 Wood In contact with concrete to be treated with Wolman Salts CCA C. Contractor reserves the right to adjust, where, if, and when required over Plumbing shall comply with the following floor plan dimensions and conditions. (CCA). g q a Provide anti scald and/or thermal shock preventing devices as to Part Provide malleable boots, connectors, fittings, etc. all building dimensions to accommodate any zoning restrictions. p g 15. Galvanized steel joist hangers or conventional 2 by wood blocking to be 2 Structural Design Criteria Minimum floor loading design criteria shall comply 902.6 (K) N Y, State Building Code. PART C STRUCTURAL STEEL AND MISCELLANEOUS METAL WORK: installed maximum 6'-0" on center with the following table: b Plumber certification on lead content before Certificate of Occupancy. 1. Fabricate all work from new sections DO NOT use inferior materials or 16. Double all joists (or as indicated on the drawings) directly under c Solder used In water supply system cannot exceed 2/10 of 1% lead. products, use only new, clean, specified or equivalent products and materials. partitions, tubs, skylights, and similar conditions. Location Live tread Deflect Limit d. Plumbing; all plumbing waste and water lines need testing before 2 Supply accessories required for the specific item and installation 17. Headers unless otherwise indicated on theP lans shall be constructed basement/garage 100 Ib./sf, varies not applicable covering. Including base plates, bearing plates, hangers, clips, hurricane straps, gussets, as follows 1st floor 40 Ib./sf 10 Ib./sf. L/360 e If copper tubing is used for water distributing system; piping shall be of anchor bolts, washers, straps, nailers, etc or as required for the specific installation a. Openings less than 4'-0" In width = 2-2x6s or 2-2x6's DF with 2nd floor (sleep area) 40 Ib./sf. 10 lb./sf. L/360 types KQrl4ntyor use. spacer. Conventional nailing attic (non storage) 10 Ib/sf.* 5 Ib.lsf.* L/360* f. All plumbing work to be sized and installed by contractors licensed to do 3 Preassemble Item (in shop) to greatest extent possible to minimize field b. Openings from 4'-1" to 6'-0" width = 2-2x10's DF with spacer. attic (storage) 30 to /sf.* 7.5 to /sf. L/360* so in the State of New York. splicing and assembly Disassemble unit only as necessary for shipping and Conventional nailing roof 30 lb./sf/snow 15lb./sf. L/360 g. All kitchen sinks, lavatories, water closets, utility sinks, laundry tubs, handling limitations Clearly mark units for field assembly and coordinated c Openings from 6"-1" to 8"-0" width = 2-2x10's DF with 3/4" * Ceiling beams may have to be increased for storage attics and rafters increased for shower heads, fixture or control valves, etc., to be selected from building standard Installation. Whether performed in the shop or at the site, welding shall conform to plywood filler, screwed at 8 inch staggered. higher loads selections AWS standards d. Openings from 8'-1" to 10'-D" 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. T Where applicable, all plumbing stacks shall be enclosed in interior walls. to assure that the following is adhered to 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 18 Bearing at headers unless otherwise indicated on the plans shall be 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 u to 4'-0" opening P o p g = 2-2x4'6 or 2-2x6'6 DF at (general area), basement (heating system), family/great room, attic, oras determined 8 Applicable Code All work indicated for performance complies to the latest 2 American Iron and Steel Institute (AI51) "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 end, conventional nailing. Building Code. Units shall be located as a minimum criteria as follows: Department having jlunsdiction. Code-Sheet Steel." 1. 2 19 square feet at the first floor, 1 4. Steel Structures Painting Council (SSPC): SP 3-63 Power each end, conventional nailing,C. Headers r use up to e'-0" opening = 3-2x4'6 or 2-2x6'6 DF at @ q @ 15 square feet at each g bedroom, 1 15 square feet at the basement or as determined as prudent b field SE TION 110 - OUTLINE SPECIFICATIONS, Tool Cleaning @ q P Y d. Headers for use up to 10'-0" opening = 4-2x4'6 or 3-2x6'6 DF at conditions 5. American Institute of Timber Construction (AITC), each end, screwed at 1'-0" on center C. Fire stopping and fireproofing as per New York State and Uniform PART A. SITE VWORKAND SOILS: Specifications for Wood Framing Support and Splicing 1995 Edition, 19. Headers at basement windows to be steel (ASTM 36 lintels on 4 inch Building Code Provide minimum 120 square feet 112 inch or 5/8 inch F.C. 60 or Type 1. Do not commence excavation or foundation work until the building has 5 All joinings shall be neatly and strongly bolted, welded or riveted minimum bearing. Install 2-3 1/2x3 1/2x5/16 steel units. ) X sheetrock (tape and spackle 2 coats at the ceilingand exposed wall framing) area been located b a Licensed New York State Surveyor. Location of buildingIs to include together, as approved, with all bolts, screws, or rivets, countersunk and dressed flush; 20. Framing members, unless otherwise noted on the plans,( P P ) ( p y y Use rounded heads only when approved. p n , to be placed at around the furnace unit. Provide 1/2 inch or 5/8 inch F C 60 or Type X sheetrock (tape conformance and compliance to applicable setbacks, side yards, easements, septic Y pp ved. All surfaces (including welds) shall be 16" on center. Dimensions have been established to or from the face of the frame wall and spackle 2 coats) at the entire garage ceiling and exposed wall framing. Provide system, etc finished clean and smooth and shall be free from any unevenness, corrosion, and do not include requirements for sheathing or finishes Class C solid wood or metal clad 3/4 Hour Rated self closing door unit and assembly 2 Compliance to local zoning requirements shall be indicated by the staining, or other imperfections. 21. Flush wood connections shall be fastened with rated galvanized metal from the garage to the dwelling. Provide 1/2 inch F.C. 60 to Type X sheetrock (tape and Surveyor. If applicable, building dimensions are to be adjusted to comply with the flat later comtrsteel and/or miscellaneous metal work to be rolled sections or connectors to "TECO" "SIMSON" or equal. spackle 2 coats) wall/partition divider with 2'-0" return at each side of all area specific criteria and restrictions of the building lot. P pluctural ying with the following: 22. Ridge 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 beams shall meet the posts with minimum 2-2"x4" nominal top plates (4'-4" long) and 2-2"x4" nominal base 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 ASTM A 36. plates and/or 1-2"x6" nominal bottom plate. All plates to bear on double or triple 2"x12" conform to the following, work operations Should uncharted or incorrectly charted pipingor other utilities be b. Steel plates and bars: ASTM A 36. P C. ceiling joist with 3ng plywood gusset (flitch beam) ore N bearing wall below. a. Inspections: Notify the Building Department at least 48 hours in advance encountered during excavation, consult Utility Company immediately for directions. A 611 , Class 1, of grade 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 9 required for design loading. minimum 2"x6" studs shall receive 5-IOD nails at sill and plate. Exterior nails shall be 1 , Foundation - two required for poured concrete footings and walls. In operation. If required, repair damaged utilities to the satisfaction of the utility owner. d. Brackets, flanges and anchors: cast or formed metal of the same galvanized. Provide 3 nails at 2x4 units, 5 nails of 2x6 units. 2 Rough - framing and plumbing 4 The area of the site where work is to occur shall be cleared and rough type material and finish as supported rails, unless otherwise Indicated. 24. Plywood sheathing to be nailed with 8 D nails at 4" on center exterior 3 Insulation of walls, ceilings, foundations, etc graded prior to excavation. e Masonry Inserts: threaded or wedge type; galvanized ferrous edges and 6 D nails at 12" on center at intermediate areas 4 Final - construction must be complete for C. of O , including 5 All footings and foundations have been designed for 2 ton (4ksi) bearing castings, either malleable Iron, ASTM A 47, or cast steel, ASTM A153. 25 The routing of any plumbing lines. AC duct work or similar utilities that weather seal, plumbing fixtures, heating, electrical, etc. capacity in absence of soils tests. f Threaded rods, anchor bolts, bolts, lag bolts, H.S. bolts, washers, requires the cutting of any structural components, Joist, bearing wall studs, headers, 5 Underwriters Certificate for electrical panels, power, lighting, etc. 6 Place all footings In undisturbed soil or properly compacted soil. nuts, etc, shall be carbon steel threaded bolts meeting requirements of,ASTM A 36. etc ) requires that the consultant must be notified for approval before any cutting may must be provided. 7 Protect existing vegetation to remain after construction by use of g. Expansion bolts shall be Hdti "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 Buildingmay not be occupied or used for its temporary fencingconsultant's approval P y Y P p y 7. Timber connectors or structural) section loss of to 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 y supporting devices to Ibe hot-dipped, 26. Alternate framing requirement shall be such that all sperformed and reinspected, and Temporary or Permanent Certificate of Occupancy 9. DO NOT back fill foundation until first floor p latform framing installation and Igallnixed Simson or equal, units suitable for nailingor screwed connections or pre engineered P p issued. Y pY supporting structuress have been installed. op ying with the followin lumber shall be Georgia Pacific SPI series Wood-1-Beams and LVL products er - -- --� - a Mud sill anchors, MAS, MAB OR MA Series equal. All joists, girders, and headers shall have bearing stiffeners installed as per ' S. Energy Code Criteria and Design Compliance: The Indicate or proposed manufacturers recommendations. Web stiffeners shall be required at all load and building conforms to the requirements of the New York State Energy Conservation PART B. CONCRETE WORK AND REINFORCING: b. Adjustable column base, CBA or PB Series. bearing points ata minimum. A single 1 3!4" LVL rim joist shall be required floor Construction Code for Residential Buildings Three Stories or Less in Height All work 1. Concrete shall be 3000 psi concrete Finishes exposed to weather, shall c Hold downs, FTF, FTS, PAHD or MPAHD, Fastie Serres. perimeters. Design, sizing, handling, storage and erection of tom onents shallll be as illustrated for construction has been calculated to conform to the criteria for residential be air entrained and filled where required after completion d. Anchor bolts, STAB, FA, HFA, FJA, or FSA Series. per manufacturers recommendations. P construction, Design criteria has been established and calculated for 2" x 6" nominal 2. Work shall conform to the latest edition of the ACI Code. e. Joist hangers, LU, LUS, LUP, U or HO Series. wall construction and the inclusion of any and all optional 2" x 4" wall system 3. Reinforcement shall conform to ASTM A-615 Grade 60 f. Gang hanger, FN FD, PF, B, JB or GB Series. PART E. MOISTURE PROTECTION: construction, including openings, doors, windows, and/or similar construction, which 4. The concrete subcontractor shall cooperate in setting anchors, inserts, g. Hip ridge or valley connectors, HRP, HCP, HVP. LSU, LSSU, or 1. Exterior doors, windows, and specialty items to be Installed or framed VPA Series. into the exterior walls and shall be properly caulked using GE Silicon II, Tremco Mono may or would have a negative impact on the overall required ratings. The criteria for tie downs, bolts, sleeves, etc. as required by other trades. The (sub)contractor shall h Reinforcing 9 design compliance shall include the following: verify the dimensions of, and install/set, all slots, sleeves, etc. before setting forms. g plates, SSU, SSUT, SUR, L, LS, STC, STCT, or DTC or equal and filled with expandable sealant. a. Thermal Ratings for Zone 11B as per New York State Energy Code 5. Footings shall bear directly on undisturbed soil having a minimum Series. Beam han 2. Vapor barriers to h 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 p gers, GLT, HGLT, GLS, or HGLS Series. 3. Exterior doors to have a weather stripping and exterior type aluminum Requirements in accord with Tables 5.02.2 4(3) through 5.02.4(6)as follows: subcontractor shall assume full responsibility for all verification of the assumed safe j Straps, wall ties, and hold downs, ST, FHA, PS, C5, FTA, LFTA, saddles. soil bearing value, TS, LTS or MTS Series, 4. Foundations below grade shall be patched as required and then coated r`omn°n�.nt f14ir13 Maxt1f Component Ming i tlf 6. Slabs to be reinforced with 6x6 10/10 welded wire mesh and are to be a k Seismic and hurricane ties, H, WCV VB WBC, or CB Sieries. with a two part bituminous mastic membrane. All foundations above grade shall have B Rooflceiling R38 R38 .030 Floors R19 R21 050 minimum of 4 1/2 inch in depth, except at bearing areas or footings Slabs to be L Bridging, NC, NB, TB or LTB Series. cement parget finish. Exterior wall R18 R19 .046 Crawl space R19 R22 .050 Installed on tamped soil, 4 inch granular fill, and 4 mil vapor barrier 8 Structural steel shapes and miscellaneous metals to bie installed in Comp. ext. wall R19 R19 .051 Basement wall R9 R10 .080 7 Slabs to be thickened to 12 inches at bearingwalls and reinforced with clear, tight, level manner Weld, bolt, nail, or screw all connections as re uired b the 5. Provide expandable neoprene joint fillers at all horizontal and vertical q Y joints where construction meets dissimilar materials, at all electrical outlets, duct Acceptable Prescriptive Design Packages No. 7 for a glazing area of 15% (UF<0 40) #4 bars bent to follow contour of slab, at 12 inches on center specific installation. Paint, as required, with galvanizing repair paint complying with penetrations, window installations, and similar locations. 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. ASTM A 78d or rust inhibiting paint Type 1, II, or III. Provide continuous key at top of footing. Lap reinforcing 30 diameters and provide extended minimum 4 to 8 inches at all valley flashings, ridge flashings and similar b. Applied Insulation and Vapor Barrier shall be installed so as to maintain additional reinforcing 2'-0" each side or corner . Structural framing to be structural members Douglas Fir Select Grade areas. and provide continuity at sills, corners, plates, etc. 9, Walls Ito be continuous and reinforced with #5 bars each way at outer 1 7. Provide metal flashings la No. 1 or bettinimum 1250 re pped minimum 4 inches and extended er, msi Fb for C. Synthetic Sealant and Weatherstripping shall be provided and installed face 12 inches on center. Lap bars 36 diameters and provide additional reinforcing. P petitive use, and 1450 psi Fm 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 plaited at 16" on penetrations at the roof. d ton the documents. di i as indicated required in order to prevent unwarranted infiltration. 10. Walls to be anchored to footing with #5 bars bent into an ell shape at 12 center or other spacing8. Provide metal step flashing lapped minimum 4 inches and extended inches on center and extending Into wall a minimum of 24 Inches 3. Floor joists to be 2"x10" or 2"x12" nominal placed at 12" or 16" on center minimum 8 Inches vertically and 8 Inches horizontally at chimneys, skylights, or d Insulation to be rigid styrofoam or fiberglass batt type and shall have the 11. Openings In concrete shall have a min 2 #5 T/B extended 2'-0" past or other spacing as indicated on the documents similar components minimum thermal (R) ratings indicated for the following: openings each side and 2 #5 vertical each side extending to end supports. 4. Provide .020 metal termite shield set in full bed sealant prior to 1. . 10, V rigid styrofoam, at foundation walls or simulated stucco. 12. Top of foundation wall shall be set to conform to framing base plate. Installation of base plate. Lap shield 4 inches at each joint or corner. PART F. INSULATION: 2. R-13, 4" fiberglass batt, at 4 inch walls with R7 rigid insulation. Install/set 18 inch long 1/2 inch diameter "J" shape anchor bolts at 4'-0" on center. Set 5. Base plates to be anchored to foundation wall with approved Simson 1. All insulation to be rigid styrofoam by row or fiberglass batt b Johns 3. R-19, 6" fiberglass batt, at 6 inch walls. bolts within 12 inches of any corner or opening in the foundation wall. Provide Simson hardware as required by the specific spacing of the anchor plates. Manville or equal and shall have the following ratings: 9 y 4. 19" fiberglass batt, at 2nd floor ceiling return. base connectors, thrust washers, and hurricane/seismic tie downs, etc, as per 6. Rafters to be mimimim 2"x8" or 2"x10" nominal placed 112" or 16" on a. R-10, 1" rigid styrofoam, atTbundation walls or simulated stucco. 5. R-38, 9" fiberglass batt, at general attic ceilings and partial walls. recommendation. center or other spacing or size as Indicated on the drawings. b. R-13, 4" fiberglass batt, at 4 inch walls with R7 rigid insulation. 6. R-19, 6" fiberglass batt, at 1st floor/basement ceiling, 13. Install/set 18 Inch long 1/2 inch diameter "J" shape anchor bolts, spaced 7 Rafters or trusses are to have minimum 2"x4" nommal colllar ties set at C. R-19, 6" fiberglass batt, at 6 inch walls. or as required by field conditions to accommodate variations of finished and and quantity as required by base plate locations. maximum of 4-0" on center. 8. Rafters and/or trusses are to be notched at the to . R-38, 9" fiberglass batt, at 2nd floor ceiling return. heated/cooled areas. 14 Provide 1/2" expansion joint/bond breaker material between concrete p of the wall (double ee. 19" fiberglass batt, at general attic ceilings and partial walls. e. Fenestration infiltration rates shall not exceed -0.3 CFM/Lin.Ft. at slabs and adjacent concrete or masonry wall construction. plates), adequately attached to the wall/joist framing, and securely atitached to the f. R-19, 6" fiberglass batt, at 1st floor/basement ceiling, windows, - 0.3 CFM/i at sliding doors, and - 0.5 CFM/LIn.Ft, at hinged doors. 15 Finish exposed concrete smooth at slabs, broom finish at stoops, framing with Simson or equal hurricane connectors or tie downs, interior 2. All walls at all bathrooms or "wet" areas, to be insulated with non lazing and door units shall be insulating type with Max U- f. Window g texture finish at walls, or as required by the specific location Apply non slip finish prior 9. Ceiling joists to be minimum 2"x6" or 2"x8" nominal spaced at or foil backed Batts. Factor of 0.39. Windows shall be insulated prefinished units with a U-Factor of 0.25 to dry time at steps and stoops. Apply pargeting at exposed to view foundation walls, equivalent to the rafter spacing and securely fastened to the wall and rafter framing. 3. Install units s uninterrupted lengths, lap, as required by installation and an R of 4.0. 16. Install one inch R-10 rigid insulation at exterior of foundation wall to a 10 Beams to be minimum 2-2x10 with 314" plywood, 4"x8" or 6"x10" Micro conditions and attach in a secure manner as per industry standards. 25 depth of 4'-0" below the proposed finish grade elevation. Lam, or as shown on the drawings p P P 4. Provide 4'-0" Insulation return at ceiling of first floor at the perimeter of g. Exterior doors shall have Max. U-Factor o the second floor level. Insulate all soffits below heated areas, above crawl spaces, or basements, or similar areas. = REVISIONS pEo Aq /'1 PROJECT AND LOCATION: 004 �. co a �T BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. Ot= OWNER, DEVELOPER, AND CONTRACTOR: m 2Sa o ISS`V6,0 7o D,o,9. rOA, P41A1r, A t4i3_A/'/'P,4'y°.Af, PROJECT AND LOCATION. fn a� y STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. SUMMIT ESTATES-MASTER PLANS FOR GUSMARREALTYCORP. SUMMIT ESTATES ¢ m Cy sre W 1170BMadwaµSuite 1115-Now York,NewYorltl6°61 •Tel.212.6839404105.Fax AID 1', DI`Qmp-Ff, / u/0w. N,av'/�E � - - THE CAPE MAY,11, �Y :FF� �p 683 9580 13-77 37TH AVENUE _ RESIDENTIAL DEVELOPMENT NEW ENGLAND CAPE LONG ISLAND CITY, NEW YORK 9 3U - �2 S.Sec ' /f't/N, Oh ,t/C 7ltthJ SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 16 & 23 " ZIP 11101 - -- -- EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 `,\vTeroa „� -�° Building Department Notes, and Project Specifications, Sheet No. 1 v, DATES 6 ..2,4 0" - PART G. INTERIOR FINISHES 7. Kitchen' and bathroom accessories to include towel bars, grab bars, 2. Roofing system components to be UL listed products and components _ soap dispensers, soap dishes, tooth brush holders, clothes racks/shelves/bars. etc with a flame spread rating of less than 25 and a smoke conibutor 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 sin areas to be standard 1/2 inch gray/white boards at all areas, except showers, laundry P gin or multi SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 rooms (at washing machine areas), powder rooms (at sink and water closet areas),, PART I. INTERIOR STAIRS' color components, as required from building standard selection Component design 1NIERMainJNISH S H D I F and similar areas. Sheetrock shall be U.S Gypsum or equal 1. Interior decorative wood stairs and matching railing(s) to be is g consist typically of 235 pound timberline interlocking multi color shingle pattern, A Main Entrance Hall or Foyer Area. 2. Sheetrock at bathrooms (except shower or tub areas), laundry rooms at edge drips, flashing, water seals, fasteners coordinated connectors and other ( p ) Y ( prefabricated wood units ready for installation and finishing. specialties. 1 Floors, hardwood, optional Pergo or marble washing machine areas), powder rooms (at sink and water closet areas), and similar 2 Fabricator to perform all required field measurements and adjustments 2 Walls, ceilings, doors and trim; painted, optional stained door and trim "wet" areas are to be standard 1/2 inch water repellant blue or green/grey boards at all prior to fabrication and assembly. All units to be glued and screwed complete self 3 Install ice shield and underlayment (15 Ib.) felt flashings, stops, isolators 3. Stairs, stained oak treads, landings and railings with painted risers, and similar components prior to areas, except at bathrooms, tub and shower areas. Sheetrock shall be U.S. Gypsum supporting units. Building standard units to be constructed as follows: and indusstt the roof shingle installation. Nail and fasten securely balustrade and trim and in uniform, level, ry standards or equal. a. Stringers and risers, No 2 select finish grade pine lumber, ready B. Living Room, Great Room or Dining Room. s cap 3 Wall board at bathroom showers and/or tub areas and similar wet for paint (1 primer plus 2 top coats latextwater base color coat). ntypical roof system components, including shingles, flashings, 1. Floors; hardwood, optional Pergo or marble and/or "subject to mold" areas to be standard 3/4 inch or 5/8 inch waterproof non toxic b. Treads, balustrade, and railing(s), No. 2 select finish grade oak drips, shields, caps, etc, in uniform, straight, level, and proper method. Provide for 2. Walls, ceilings, doors and trim; painted, optional stained door and trim and non organic wonder board or similar cementeous board at all walls or sides and lumber, ready for stain (1 color plus 2 clear coats water base polyurethane finish). stanchexpansion/contraction. Flash all as per manufacturers recommendations, and as per industry C. Kitchen or Breakfast Areas: standards. Flash all valleys with continuous lap shingles. ceiling/soffit areas of all full showers, and at all walls or side areas of jacuzzi or tubs 3. Non-decorative wood stairs and folding stair cases to be prefabricated 1. Floors; resilient tile, optional hardwood, Pergo, ceramic the or quarry the with or without shower areas. wood units ready for installation 5. Cut out, notch, and flash components as required to accommodate roof hatch2 Walls, ceilings, doors and trim; painted, optional stained door and trim 4 Sheetrock at all boiler or HVAC area ceilings and framed walls, and at all 4. Fabricator to perform all required field measurements and adjustments , plumbing vents, skylights and similar penetrations as required. Cuts to be neat 3. Cabinetry and built ins; composition units, wood doors and sides, d i equre . sides, walls, and ceilings of garage areas to be Fire Rated Type "X" or Fire Code 60, prior to fabrication and assembly. All units (rigid) to be glued and screwed complete and tight to component Flash and caulk as rplastic laminate counter tops and back splash, optional, wood base 1/2 or 5/8 inch grey/white boards. Sheetrock to be U S. Gypsum or equal. self supporting units Units to be constructed as follows: 6. Completed system to be neat, weather tight, and aesthetically pleasing. units, glass/wood doors, Corian counter tops and back splash or 5 Sheetrock at all interior building walls adjacent or congruent with the a. Stringers, risers, treads, No. 2 select finish grade treated fir 7 Flash all valleys, ridges, penetrations, chimneys, and similar work or marble counter tops and back splash tams with .020 colored aluminum flashing Exposed flashingtbl garage area to be 2 layers (1 at each side) Fire Code "60" or Type "X" 1/2 inch lumber. o e color coordinated D. Rear Entry, Mud Room, or Laundry Room: grey/white boards. Sheetrock to be U S. Gypsum or equal. b. Railings, No. 2 select oak with hardware. to the roofing system. Start valley flashing with continuous rows (3'-0") maximum of 1. Floors; resilient tile, optional, Pergo, ceramic tile, or quarry tile 6 Sheetrock at walls and ceilings to be screwed, butt jointed, and to 5 Atticlaccess units (folding) to be glued, screwed, hinged complete self shingles. Remaining valley to have separate lower color coordinated asphaltic 2. Walls, ceilings, doors and trim; painted, optional stained door and trim receive tape and spackle at all exposed to view, fire rated areas, and/or wet (shower closing folding units. Units to be constructed as follows: flashing E Garage Area: or tub) areas as follows. a. Stringers, treads, frame, back board, No. 2 select finish grade 8. Extend flashings minimum 8" below ridges, valleys, etc and 4-8 inches 1. Floors, smooth finish concrete a. Great room, livin room, dining room, bedroom, kitchen, pine or oak lumber ready for finish (frame and back board panel only) with 1 coat 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 rooms, bathroom, laundry room, hallways, bonus rooms, and similar living areas to primer and 2 top coats latex/water base color coat.) vents, exhaust fans, skylights, etc. Step, key, and lock as required. Caulk all joints where required 3. Overhead door, unfinished receive a minimum of 3 coats tape and spackle, sanded and blended between coats 6 Stair dimensional requirements to be as follows F Powder Room or Partial Bathroom. at both non rated and rated construction. a Decorative stair(s), 3'-O" in width, maximum riser height 7 3/4 PART N. DOORS AND WINDOWS: 1. Floor; resilient tile, optional, Pergo, marble, ceramic tile or quarry tile b Garage, finish storage, closets, and similar non living areas to inch, minimum tread width 10 112 inch 2 Walls, ceilings, doors and trim; painted, optional stained door and trim 1. Exterior single hinged and double sliding door units,Andersen whether left hand or 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 b Andersen Windows and 3. Vanities and built ins; composition units, wood doors and sides, plastic construction. inch, minimum tread width 9 1/2 inches. y laminate counter tops and back splash, optional, wood base units, c Boiler room ceilings, exposed framing, and similar non living c Attic/access stairs, 2'-0" in width, maximum wrung spacing V-10", Doors Each unit shall have 3 screws 4" brass hinges, 3 per leaf which shall have non removable ins for all outswin m doors for security mirror/wood doors, Corian counter tops and back splash or marble P g 9 y pur oses. Provide 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 of 2 coats tape and spackle minimum tread width 4 1/2 inches. counter tops and back splash d. Attic, storage, behind cabinetry/built ins, and similar non habitable be glazed in double paneled glazing units, tempered where required by Code, 1. Floors; underlayment and carpeting, optional hardwood or Pergo areas, as required, 1 coat tape and spackle. PART J PREFINISHED VINYL SIDING: 2. Walls, ceilings, P 9 P P hermetically sealed with Argon gas between the panels. Each unit shall have a scuff 7. Door frames, window frames, trimmed openings, and similar areas to 1. Vinyl siding system u be as manufactured from a single manufacturer, gs, doors and trim; painted, optional stained door and trim be building standard colonial 2 1/2 inch trims or casings with matching stools. System shall be complete, including all trim, locking devices, stops, fasteners, resistant sill, heavy wood frames and stiles with each door panel being 1 3!4" thick. All H Bathrooms: door panels shall have "simulated" in "clip on" divided lites. All units shall s. finished 1 Floors, ceramic the floor and base, optional marble floor and base, 8. Base mouldings to be building standard colonial 3 112 inch trim or connectors, isolators, etc. required to complete the installation. having extruded/formed vinyl cladding to meet AAMA 605.2-92 standards. Color of casings with matchingstools. 2. Siding components to be uniform in color, texture, and pattern. Provide quarry tile floor and base, or Pergo floor and wood base g9. Rooms and areas scheduled for paint finish shall be spot s ackled and single or multi color components, as required from building standard selection, cladding to be selected from building standard selection if other per di white. The 2 Walls, ceilings, doors and trim; painted, optional stained door and trim, P P P interior of each door unit shall be finished and stained at painted as blended as required, primed with 1 coat roller applied or spray applied latex primer Component desigin is to consist typically of clapboard siding, window frame trim, fish p per direction. The or partial ceramic tile, marble, or quarry the walls 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, and a minimum of 1 coat building standard flat wall and ceiling finish. scale or shake shingle pattern, end straps, drips, flashing, water seals, fasteners g 10. Trim, cabinets, shelving, doors, and similar components scheduled for coordinated connectors and other specialties, sets. If door handles are to be supplied by the door manufacturer', they shall be marble or quarry tile color finish shall besp p q P y ot re aired and blended as re uired, rimed with 1 coat roller 3 Install all flashings, stops, isolators, and similar components prior to constructed of solid brass in standard configuration. 4. Vanities and built ins; composition units, wood doors and sides, lastic or spray applied latex non staining primer and a minimum 1 coat building standard field installation. Fasten secure) and in uniform, level, and keyed manner. 2 All windows shall be vinyl clad double hung units, except at basement laminate counter tops and back splash, optional, wood base units, _ satin finish trim color. 4 Install typical field components, including shingles, clapboard, vertical egress casement, asw manufactured by Andersen Windows and Doors, and shall match the existing windows in lite divisions. Each unit shall be double o eratin mirror/wood doors, Corian counter tops and back splash or marble 11. Trim, cabinetry, shelving doors, and similar components scheduled for siding, etc. in uniform, straight, level, and proper method. Provide for P it counter tops and back splash stain finish shall be sanded smooth, stained with building standard water base color expansionicontraction as per manufacturer's recommendations, and as per industry sashed units with sizes and model numbers as indicated on the drawings. Each unit I. Corridors and Hallways (First Floor): shall have steel and zinc sash locks and spring balanced block and tackle hardware. 1. Floors; hardwood stain and finished with 2 coats non staining water base poly urethane. standards. Provide weatherstripping at header, intermediate rail and bottom rail. Frames shall be 2. Walls, ceilings, 12 Interior doors to be standard 6'-8" height, width as required, Lewan type 5 Cut out and notch components as required to accommodate hose 9s, doors and trim; painted, optional stained door and trim hollow core pressed particle board, 6 panel colonial or similar building standard birch bibbs, electrical devices, and similar penetrations as required. Cuts to be neat and Sash thick h jambs and sills shall be 19/32" thick. Aft sashes shall be 1 3/8" thick. J. Corridors and Hallways (Second Floor): veneer stain rade flush panel units. p q Sash units shall be glazed with double paneled glazing units with Low E glazing 1. Floors; underlayment and carpeting, optional hardwood or Pergo g P 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 13. Door hardware to be building standard brass or chrome finish 6. Completed system to be neat, weather tight, and aesthetically pleasing. have "simulated" or "clip on" divided lites. The pattern of glazing lite divisions shall be K. Closets and Similar Areas: components (master keyed) as follows: consistent throughout the dwelling. Vinyl cladding to meet AAMA 605.2-92 standards. 1. Floors; match to related room lock set, dead bolt, door stops, strikes, or as required. 1 Simulated stucco siding system to be a complete system as a. Exterior doors, basement doors, garage doors, and similar units: PART K SIMULATED STUCCO SIDING. 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 b. Overhead garage doors lock set, manual openers, or as manufactured and supplied from a single manufacturer. System shall be complete, window shall be finished and stained or painted as per the direction from building L. Attic and Storage Areas: including all insulation, flashings, vapor barriers, vents, etc required to complete the standard selection. 1 Floors; subfloorin unfinished 3. Door hardware to be Schlage, Sargent or equal supplied from a single 2. Walls, ceilings, doors and trim; not applicable required. 9 9 P q 9 c Bedrooms, bonus room, bathrooms, and similar areas: latch set installation manufacturer in bronze base metal and finished as per owner's selection. All pass M. Basements, Crawl Spaces. and Similar Areas: with emergency release, door stops, or as required. 2. Completed system to be uniform in color, texture, and pattern. Provide doors (except sliding doors) will have a minimum of 2 butts per door and all door P d. Closets, storage areas, attic access, or similar areas latch set or single or multi color components, as required from building standard selection. P 1. Floors; smooth finish concrete pull knobs, door stops, or as required. Component desigin is to consist typically of flat wall areas, window frame trim, quoins, hardware will be supplied by the Carpentry Subcontractor. Any doors that are prehung 2. Walls; natural concrete e Basement egress doors: quick release handle, pull release, pediments, single or multi pattern, end straps, drips, flashing, water seals, fasteners will have butts previously installed and will not be supplied as part of the loose 3. Ceilings; partial Sheetrock, and unfinished exterior only lock set with emergency interior release adhesives, coatings, and other specialties or components. hardware. Any doors requiring specialized hardware shall be supplied by the door 4. Stairs; natural unfinished N 14. Areas scheduled to receive random hardwood (oak) no. 2 or 3 select to 3. Install all flashings, stops, isolators, insulation, and similar components manufacturer to the satisfaction of the contractor. O-S. Not Used in this Group have additional sub floor nailing. Flooring to be nailed, sanded smooth, and finished prior to field installation of color/coating system. Fasten securely and in uniform, level, T Optional Roof and/or Facade and/or Interior Wall with Bonus Room Area(s): with 1 coat building standard water base "color" stain and 2 coats clear coat water and accepted manner. U. Roof and/or Facade and/or Interior Wall without Optional Bonus Room Area(s). base poly urethane top finish. Allow minimum 24 hours dry time between coats and 4 Install typical field components, including adhesive, membrane, flashing minimum 48 hours load or occupancy time insulation, ornamentation, etc in uniform, straight, level, and proper method. Provide 15. Vinyl tile to be building standard 12x12 x 3/32 units in selected color and for expansion/contraction as per manufacturer's recommendations, and as per pattern and applied with non combustible adhesive, Install additional layer 1/4 inch industry standards minimum Continue finish under cabinetry, mouldings, etc. 5 Provide cut out or notch at insulation components as required to 16. Ceramic tile to be building standard 4 1/44/1/41/4 units with matching accommodate hose blobs, electrical devices, and similar penetrations as required bull nose, corners, coves, cut units or sections, soap dish, etc, and applied with non Cuts to be neat and tight to component Flash and caulk as required. combustible waterproof, non staining adhesives. Install additional layer 1/2 inch 6. Completed system to be neat, weather tight, and aesthetically pleasing. minimum waterproof underlayment, screwed to subflooring. Continue finish under cabinetry, mouldings, etc. PART L. PREIFINISHED ALUMINUM TRIM, GUTTERS AND LEADERS: 17. Carpeting to be building standard smooth finish nylon or wool material 1. Aluminum trim and soffit system and gutters/leaders to be as in selected color and installed in approved manufacturer's method with minimum 3/8 manufactured froim a single manufacturer System shall be complete, including all inch underlayment non organic padding. Continue finish under cabinetry and into trim, locking devices, stops, isolators, etc. required to complete the installation. closets. 2. Seleicted aluminum components to be uniform in color, texture, and pattern Provide single or multi color components, as required from building standard PART H. SPECIALTIES. selection. Component design is to consist typically of pitched gutters, leaders, 1. Built-in items such as vanities, closet accessories, etc. shall be elbows, connectors, straps, flat panels, vents, louvers, grills, end straps, drips, fabricated to field dimensions, selected from building standards and installed by the flashing, water seals, fasteners coordinated connectors and other specialties. contractor. All units to be complete with selected coloring, hardware, etc, 3 Install all gutters, leaders, grills, vents, flashings, stops, isolators, and 2. Finished areas to be equipped with specialty wiring for telephone, cable similar components in conjunction with the field installation of the system component. and security systems prior to closure. Fasten securely aind in uniform or level, and approved manner 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 ifor expansion/contraction as per manufacturer's recommendations, particle board) backs with "wood" prefinish exposed sides, ends, fronts, doors, and as per Industry standards. panels, etc and with standard slides, pulls, hinges, etc as selected from building 5 Cut (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 simillar penetrations as required. Cuts to be neat and tight to component. plastic laminate applied to plywood or composition top precut for sinks and similar Flash and caulk as required. components. Install all units level and tight to adjacent surfaces. Caulk tight at 6 Completed system to be neat, weather tight, and aesthetically pleasing. adjacent surfaces. 5. Cabinetry and similar specialties indicated on drawings are schematic. PART M DECORATIVE ASPHALTIC TYPE SHINGLES: Final design, details, and configuration by others. 1. Asphaltic roof shingle system to be as manufactured from a single 6. Built-in cabinetry, vanities, counter tops, and similar units or components manufacturer. System components to be fiberglass impregnable asphaltic units. to be selected from building standards and include standard slides, pulls, hinges, System shall be complete, including underlayment felt seal down shingles, flashing, and similar hardware. ice shields, stops„ isolators, etc. required to complete the installation. - �- -- - - REVISIONS PROJECT AND LOCATION: u y E+ . coti .` 60 r CT � BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. OF OWNER, DEVELOPER, AND CONTRACTOR: t 26 - i`L lS U€.l� 6 Lp .P-'uR tI�TY1C til11? /81/('h^',4e':114 t> _ PROJECT AND LOCATION SUMMIT ESTATES-MASTER PLANS FOR � ��a� �*y�n JL STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. SUMMIT ESTATES , �. m 7 •j ST6LC0 11769metlwdy,Smle11t5•NewYork,NawVotl<16001 -Tel 212fiB3.946g165•Fax 212.6639506 THE CAPE MAY II GUSMAR REALTY CORP. _ . AND 'ru OVVY�IF rc:vxk• t,&V16,VV ._ - - , A ONEAND ONE HALF STORY 13-77 37TH AVENUE - RESIDENTIAL DEVELOPMENT NEW ENGLAND CAPE -2 LONG ISLAND CITY, NEW YORK /%UrM gnci C'c'W/ 7AUC�01V SECTION 2, LOTS 11 THROUGH 23 rl' SECTION 2, LOT NOS. 16 & 23 EAST MARION, NEW YORK 11939 a r ZIP 11101 EAST MARION, NEW YORK 11939 ,. „^ yo ProjectP Specifications Continued, Sheet No. 2 DATE. SUMMIT ESTATES @EAST MARION, NEWYORK SECTION 2 PROJECT AND LOCATION: DW_g No Description EXTERIOR FINISH SCHFnI ILE SUMMIT ESTATES -MASTER PLANS FOR G-1 Title Sheet, Key/Work Area Plan, List of Documents, General Conditions A Vinyl horizontal siding system of the Project, and General Contract Notes ' B Vinyl vertical siding system THE CAPE MAY II, A ONE AND ONE HALF STORY G-2 General Contract Notes Continued, Definitions and Standards, and C. Vinyl decorative shingle siding system NEW ENGLAND CAPE act D Vinyl shutters SECTION 2, LOT NOS. 16 & 23 Project Administration, Special and Supplemental Conditions E. Simulated stucco and Insulating siding systemEAST MARION, NEW YORK 11939 RS-1 Project Reference Standard Details F. Vinyl clad insulating glass widow or siding door unit EN-1 Energy Compliance Requirements and Details G Metal clad or paint grade decorative entry door PS-1 Building Department artmentNotes, andPro H. Aluminum gutters and leaders or soffit system jest Specifications, Sheet No 1 I Vinyl clad fascia, rake, soffit or trim system PS-2 Project Specifications Continued, Sheet No. 2 J. Vinyl roof or attic vent PE-1 Building Elevations and Schedules K. Decorative roof shingle system PPA Foundation Plan, Notes and Schedules L. Treated etal flueatedW Wood spark stoop, stair and weatporch her unit unit PP-1 ALT. Alternate Foundation Plan, Notes and Schedules M Treated wood deck, stoop, stair or porch unit N. Treated wood deck railing system PP-2 First Floor Plan, Schedules and Miscellaneous Notes �-�—� — - '- - -- -- O Painted wood porch railing and decorative post system PP-3 Second Floor Plan, Schedules and Miscellaneous Notes P. Non slip concrete and masonry stoop, pad, and/or step unit Q. Decorative brick masonry chimney and cap © R. Optional trim package"A"vinyl shutters, trim, fascias, soffits and fiberglass /1 plastic porch posts, railings, balustrade and gable/roof ornamentation,front lY elevation only L E /2 5. Optional trim package"B"vinyl shutters,trim,fascias, soffits, and fiberglass - I}7 plastic porch posts, railings, balustrade and gablefroof ornamentation, all 12 f\ 12 elevations - T E T. Optional roof and/or facade line with bonus room area(s) T �Qj O 8 12 T U Roof andlor facade line without optional bonus room areas) r V Optional colored seamed metal roof I ` W Lattice at porch \`- X Fiberglass ornamental detail .r s \ r T T r T / t F r _ 7 1 111�kIIILtk111_ I I � I ��a I I N• Got/(-:6E �N1N�or^7 SIJoWN � � / t �� 7 o� /oNA �vNU �vaM -U fq II FOP _ IIIIlOI - — - - q W/n1tr�W ,�'T ,4L7EI�Vf+?E - - G ' P t bE�T REAS GLL9OAT110'N SUMMIT ESTATES @ EAST MARION, NEW YORK SECTION 2 TYPICAI Btill nllyC C_Oy POKFkT IDFATIFI ATIOK I ND SGALE- / d - / o ° 5cg6E. / �� _ / Lor, 8 - / - �/ g J n 1. Reinforced concrete looting 2. Reinforced concrete foundation wall and rigid insulation 3 Reinforced concrete slab, vapor barrier, and compacted or tamped granular fill 4. Anchor bolt, hurricane or seismic strap, tie down, or similar unit 5 Metal termite shield 6. Steel pipe/tally column, base/top plate, and bolt system 7. Micro-lam,wood, or steel beam/girder unit e Platform ribbon, bearing plate, and insulation system --- - - ---- - - 9 Wood or alternate engineered unit orjoisl unit(s) - 10, Plywood CDX wall sheathing and Tyvec system /2 it Thermal insulation, batt type /2 PJ ` 18 • 12 Thermal insulation, rigid type 13. Wood stud, base plate, and top plates wall system 14. Decorative f 7 _ - -_��` E 15, Gypsum boardinterior finish and wood trim tem -- 2K CALCx.�JF� 7/fid 16. Wood roof rafters, braces and collar tie system /6'I OrC, 17. Hurricane or seismic tie down, strap, or hold down system 16. Wood ridge, hip, or valley framing units 19. Plywood COX roof sheathing and underlaymenl system 11C �, - - 20, Thermal ice shield system ,p INC of d 21. Perimeter roof venting soffit/fascia system tem 22. Decorative asphaltic roof shingle system "�"• (n 1 r 1 ,y ' • '+'r�1 _ - _ _ 23 Metal fabric, o - r v shingle roof flashing system c + - - — - 24 25. Structural end vent unit i 1, 22 ,-- - -- - — _ -- - - E 26. Wood or metalfbloclking/briridging systlem d bearing plate system i lees st �.— - - - _ - - - - 27. Typical header and multi stud/jack end bearing units MAST Q -/5 CID C -- _ — - h 21 T 13Til / NR qO I I I e o c. MAK • - I ,� I I I I�- I O -- - I , - 7 I ",E) __- O - L A L fE 4Nia7E �1 f-Fto�7 SLE✓,4TiOnI S'cn c c /7_ l ' o /1)oiG-"; FoR /lJSl1L/1TioN REc�LlIREM�AJTS SEE ClJ-� U - H F`-1 S1TLC0 BU;, '-e a - --_ REVISIONS E Am 7 OF ELCO - SEP u, qC,`,� � DWG. NO. PROJECT AND LOCATION PROJECT AND LOCATION h � co r CJ SYSTEM EVALUATIONS AND TECHNICAL SERVICES Ir" \, tJfJ U, '71NG ti e t n RESTORATION AND WATERPROOFING TFCI-INOLOGY CORP, c OWNER, DEVELOPER, AND CONTRACTOR. _ _-_- -- -- m -- SUMMIT ESTATES SUMMIT ESTATES -MASTER PLANS FOR s �. 2 smie n,s•N:�York,New York ,000, -Tel z,assssaoams•r-a. 212 sas asap c GUSMAR REALTY CORP -- 6 -2C� . 0 2 /��i�Ela To 0.�a. N, FoC� r-/4/NC- n/dG AdPR-OUAC RESIDENTIAL DEVELOPMENT THE CAPE MAY II, A ONE AND ONE HALF STORY 13-77 37TH AVENUE _ LONG ISLAND CITY, NEW YORK _ AND a ovJia)t 2A 60P_ AL-VIEW SECTION 2, LOTS 11 THROUGH 23 NEW ENGLAND CAPE _ EAST MARION, NEW YORK 11939 SECTION 2, LOT NOS. 16 & 23 s � PIE I ZIP 11101 8_-2f - off GGN[ /IAL /ZEV1S10/J$ ANJ Gao/lp/NATJoAI A - D2 /SSdt;U w/e CUN57-R/.JG-TivN EAST MARION, NEW YORK 11939 9r N. nS2''-t° Building Elevations and Schedules e of N w ' DATE. 4- 2G I 40 � 81' 22 / ¢° I pc,.m - 6 ` - 8 f121 PI°2rr r . T n n u n n 681/ 3 - 3 G" ' �Tfl/!"Y�y ` I -•�, I NJy I$J _ I � ' i 1 1 , I WL I I� II fAl /2'0 0114 I I Imo- 2x8 J 328 L zng � \ ' P�248e rLZ liiw r +� GO/JC. FT6S' x'w - a.5 .Iw :re r�ocxJ lr J L _j _ no OFT/ON L DECY, / Zx8@16"yc. 2nSC� lCrloe . � ' I p I I lb /- 1® .3'' 2 x a LE9c=cR, sW I I W- II sANITAR^✓ SOLTED @ JEQ J L 1lKfYG S J� P,,, WA 57E L)Q E% rL r Orr 6 C . TE Em ,AS PEYi i..+. 'co �.�-�'r' /— _ -� .-. STLr/* T6 . co rr SE 'T/G 5)'sT I cO \ PRECAST //2 CA 3v° FfioM v In y: -a•s' 06AT/oN. PRpv'I�E AM6'CR5' C'I I k it .50f'rOM aF CEL-L4 FTG, W N J- --- -� x I 1 (REING)Cn e ,PAO A'T1�/ya'1100P o �, N c�! Nox"1;. .'17' tar��lrvA$AL 13AsEMEN'T SATNA.P0'h.1 A• o '�e0v}D SIAL ✓ v" \\ • I I AT GA/{A = CAJT-F2)' PRodIG'� Jaf'r'7-,;,,�leXiSEwtrvAGta Jt�:7`00 Frrlcsysrem - ckv PVMPAJ SEPAR•AG'.'' TA� -- - - - - �I 12x2x/0 W134nP6) r' L - - - - - n61FE II -° Pb UMbJIUG /Z/a 1J/AGFmAA1 nrtol'�— t— _ No C4rIRErNEco cSLAB� I — - - - -- - I - 3 i ci W/6xG •*/ ,/-4lOWWM Note: Locate all plumbing vent stacks or I I o I�� z II o oN ¢ MIL VA9'aA SARh/NR` L4LLry° COL )5A SEMC-A/ 7 D/J 6" GRA ULAR sr vent lines at rear side of dwelling hidden I �9 I I � /=/LL o , � �/_ FLOo/i from street view; typical for all similar work -� - O I a 30b0J a) O Ga xlI eo o Col o _ I I I 1 WrA4u /3ELaw � I I N � /D"RE7rJF, cpNc Fn!/JA/ WA t @COPT/OMAL SIZ" fl1AM/N� 609?ay mP k v m 5&48 6 DOO4 1p N C3� RAMIMG cS/'ANL7A A,9) o 24x I6 RC-/NF. COAt Fr6, oil 287L, PT/ T! S39rr T` �ro W � ,QS PniS eoNr41-`,q/` 6'- 1'4'I �rllilr , � 1bA 2/ 1 G,r` OP.NG /bn . 28 LCD CELLAR � Col. 1', 22 . 4 3 _ cS _ MAN I 1 2Xf2 0/{ - c/o I f- t � -- L1V j-= _. _ �I II n rJOo UI M£TAG , Ir do da. do— 39!39 r I , CSN�a�cAV9TEp + _, d)• COCA Ole" L _ cv AREA WAY AnJo- I � s/RQd-L L _ � _ - _1 J _ I L. _ _J I T--li -i — — -� � I I I l`9 ¢`r 6n "' 4A00e7'iCF0A. 8><16'r bE.1M PocxEY c®L -) - I rr 2- w - MiN. too SF I 'p• —A4P 2-�f'-S.�- BARS @ 2 ©N Lome lI . �G ?CSS �dJ I 17YP�CALBALLLoCAY®PAYS' i z-LAveks 02 I P3¢LOW LALb osb n 1 �(-LAYE 3 " SEE 11YtlTE$. 6rpolRALNlb')E g Ld6L n R TI �mR,SUPPo'R II I0RECAS�REI AREA-J� II�III lD - - ' I ' 6ws xr' Fn6G-Cop,E I - ""1 i CORK PAq WA /� =�I I 70 Wo6A $YzE d G06S W BASE 14 A66Vc �I I EAT N6 C!N/T ^mTG�P FT6. Cl' DATES ON I aR 30° (srnlGLE o/Y YJoTr'; fixov/pE � v PR�cAs7 �oUF�LC- unV T� I AP 'R6VE0 sELVEA4cgE �o K30X IZ o o I I 3�° LdLL'r II I AT A C EJECToft DUMC' 14NO � (3r5 K32 k R � 14EATE& � I_+ TTT CC L [� � I (RErN�JGmN�' ,PAo / MOUSE - O AT 6ARAG2 CNTRy CDN39CINSER - I I TRAP AT 0f'r/oNAL RL`!NF Ca1JC. N I O @ o ' l fGoa2 -o. UNITS I 11117 SEW� � I I i� - - --- -- -- - - bASE7Y1e1JT 4'oN9or7{ , 6ASEMEl1T I /�ooM D?t FrJLL I -Gew � LLiGad k NWIa ¢ � I I'Z1 — I WON/Dow I 6A74AaaM . S12E x CLEl9RGµ'Gb I c � — — — L doMeST/C ✓P f4R Rory I }- - - - I W� SUPPL W�META� I ANAD LoCAT/on) 7,13 D, c' I GIRAERS _ - AkEAWA -- - — - - - — { I I L/Nc E,VrR --� Y G'AS7A1R I DRo/' 7=N/oN WALL ( I AS PER PAEFE AE0 I `p I OPfAIING I �S � - BELOW poiT'CM 6F S1A� I LECA%/0AI DIP, I 2x'6 LEDGED fSOL77E0 2 ° OrI0C - tn` SEA L rcco NAn}GERS \\ . L I tl I I < f o /2r� AjdKCAVA1E0 ELE4mcAL N P/Eo,Q 2.4x z4 x /,z wuPL3 `I ' K I , Co1�Jc , f=76S MIN, N e© •4 iy*FOES 9�Ir� { LINE ENrl�y ry N � lALI,Y AS PCR I . . CIaLS 'I uTILIrY � I - APP 2-#SBAIo @/-7 I I GanPAnl'T _ _ -1 2 - Zx8 rj11 2 2 x 8 2. 2xB 2 _2xP� 2 - 2 ( S ' @2.39 Lo1JG I I_ � - - --L« - ��!� - - - - - - - io AE'6QW "(.W Co6S , ° V,A7r=7RRootc I � L)NEO)= FOA 6YR10 tk7- I 1 P�RCI,I I f 1 SEAL. T I' It Ilr2N IF r I � gr_ Orr , 4 Qn lca O FOUNDATION NOTES: F0 L)I'J A7/ DPL A!J 1) Top of steel beam to align with top of foundation wall. OCA L E: /�, u = I L z, rr 2) Top of wood / microlam beam to r A _ ATS_ GARA�� DR Togo with top of foundation sill plate. 3) Top of beam pocket to be set 1-112" un to 2" below bottom of steel /wood/ Go7[QN Fi�oN? microlam beam. 4 Beams to be set on non-shrink - SC -,- Lrt� /_- -_- -- Application filed for work at this lot only ) grout. Shim microlam and steel - 6- /_Q_ - beam as required. • I s REVISIONS �F`EO ARci+ SSLC BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. cg Of-' PROJECT AND LOCATION. PROJECT AND LOCATION: a aid �' ooy'F' JL f OWNER, DEVELOPER, AND CONTRACTOR: _� -2 6 • 0 2 /sSUrb 7D P.C. 3: FOA FILIAL_7tA a- APPltoV dL SUMMIT ESTATES - MASTER PLANS FOR ma +y a SIE LCC aySToannoN AND wA;e58RooFIN� TECHNOLOGY CORP. SUMMIT ESTATES W /. STCLCO 11]OBroetlwey,Sulie1116•Newyork,New York 10001 •Te12,2663.9404/o5•Fax,2i2G639566 GUSMAR REALTY CORP. _- - - AnJO TO.. C?WNe-A, �ry AEVJER/ _- _ -- - - - . THE CAPE MAY II, A ONE AND ONE HALF STORY - 13-77 37TH AVENUE RESIDENTIAL DEVELOPMENT » LONG ISLAND CITY, NEW YORK -2$ - off- 6el;Je AL REVISIOAI� AND GOOP,D/AIATICnN _ SECTION 2, LOTS 11 THROUGH 23 NEW ENGLAND CAPE v o Q ` ZIP 11101 - q 30- b''L /Ssc/ED �r3 coid'STR Jc7i©nV EAST MARION, NEW YORK 11939 SECTION NEW YORK 2 1939 �9reNo „x?� P Foundation Plan, Notes Kof NE and Schedules DATE: I 22 - ¢ I PN'T ' O r_ GN l yry l b O 7 ' V T,.fi 3r- 6u Gi or, 3 ! Gu 3r n �„ 12,r ' ��• ��T,Ir;Jy I '�,: I r'VY I%;J-1 I ` , I , " I Ivi'v-VVVI _ I WI ,Vi•n� l9 ' /2°0 CoNe, L0 I I I Wn n> 'M / 2x8 L.J 3 2x8 L J 2X5 \ Sonlor/,66 _ - rL,`I. 1?H 24 x 24 x/2 rw r CONC r7C,3 L J M/nr, 4�o rr Of'T/ON G DEGKro pCEp V nau�en .. C9 °c 2X6@IG"OC a0 �I [ I 2x8C� IC cc x v- v, IN � ri I u;v j Au:r A; /O ro I 2-4 7r 3 " 2r4" ry I Il-l1 ¢r 611 sAN/TARy 2X6 LEDGCK WASTE L7rJE B6LTt0 @" G . JEQ '- _ J Q � r�XR .,tG � N1T AS 1'C� � ••l"Ero r —i E � +'vr SCl'T/C SySTE Irl _-� �— Sr2 oR, 300 3 cu v, _ Iq"r: :ss LOCATION. p(�,OVI.pE I�ANGER�' r�- I I k `y� . . � rp r � PREC•,oST �2 ° F>goM lJoYG= T ;°NTI ,rJA4 AAscMG4J9" 5ATN2Oc�P.1 '=� re WA E/{?r/i00c N 7l T- -- - -c I _ �Q£!NF�Cb C r'AC7 U'O)`YOM OFCELL/J ]�, rAodlr�u +':r ! !>t.'/6,1.� 5L-Wtl.'J9C9F �JB'C�"I""I':, YPr& 6Y6TGA SEAL PUMP ArJ/.l SEPaRA'lE:; Ti3/�'r" _ / _ —I / NG i cv I — — nb r," r - - L12X2x/o W/ 4'PLY L _� 3 , T~ l'LUMP.,W6 A/MjE-i6,, G/Ac,ANI / Mo 5'cADE �„ ._• _.-_,., ..._.-- _ _ I `� SEr sov' y� F��if l rr L - - - - - - - - - - - - - -I tg I r Qa l`oR 4 RE1&)F cc C , SLA$. �• — p 9 I RLooD' ro/i I �3e I I o' W 6 x G •#l0/#10 WWM� o I -- - - — _ I Note: Locate all plumbing vent stacks or vent lines at rear side of dwellinghidden r I ° l=RAM1N6 I o 0�4 MIL' UA�"'gR ,6ARIS/CR � o 3i`r� LgLLT' COL I SASE C-_A/ - oN G GRA JLAR I - -- — fromstreetview; typical for all similar work I �fIh11-94°ETC /=/LL oI Q I I ` @ /srrLQo� I I nl _ � @l ,QLOC/C a�l0u o D O II3O5 ASIIt�4UAlED6l ro x NI 13Q N I I II I I _ / � 7y!°rcALp o N N cvl Iti I - - - oRa° ForJND, I I r W.OL.L REkLaw II p „ N k ro Ml /D"RE1 n1F, C6NC. FNIJN WALL I @ COI'TioNAL) SAT" FAAM!n/C I (30T?�Wl of I I I hlO lb! /4/I cA ! 2NCW3ZFRAMG TDAAA) oNL 24x 16 A9/MF COyt, F776, 2/ 6 Doo/ Bs sa co pT. coC , 234oPTionlACPA) II „ to BILCo GELLArQ .I _ "/�- I. 4 n a - PUooR ' AlO{t I i F{EWF, GDN �T�c. ' 1 _ P _¢c 22 a I C II II y 35 xSAn7 I W/Bx .. -- I vJIO <33 *)0x313 W/0x3O3 r I . J/ E�GeeVATEO -`k cs N ARfAWA 4r 6„ m AIJ.O7vfrnl—!oos,F, 4A00 CFo/� PAdtCET 77/OfCAL — T — � C- -I 2•GAYEAA _jh5 I 'p ADO 2-#S BARS 0 .21611 n16 11 I � -� ( oR /-LA E/t B" F-- 8>=1,OW LALL Q5b 62C.S) 9 MI/J_ I I A7 ALL Go GATIo'MS' n ( { yl �7y9£ °X"F!REcoO£ 2 o °REGAS—(,REI if) AAEA -` sEEN�9. ceoRDINVFl 4 csL 9 L4 LL I - Cwa 46OV6 I L F 4 EupPaRr II CONC. /',exp WA?'. 7�-� LJI I TO-57�E6 Sr2E tl' GOy� w//BASE _ NEATWIS UNrq' �I I ' srrP -ra. K/oTk`, P&DV//OE q- O I AT65 ON I I I (-srn/GLE O/: s � I' b e POU 4E un9[T) I APPRoVCD SEbJEA4,9E o 2-6'x2-bad /8 0L`Y II IREING,)CnN6 ,PArJ T AT A/C I EJfCToR /'UMf' AA10 (3,5 KST k NLAIE� - I I � COL AT GahAGc cNrey 7-RAP AT o 1-/oNa< , s7 I1 -_I GoNOCNSE7C - I P' KE/nJ(F CoNC N °o O (a� a /./A)/7-,- TYPICAL I bAseri1cn17" PoWoeA, � VJr3-'�SEW' N Ni � °- I _ pASEMcI�T I /ioo/vi oA IFe)LL o - -r - - -- - -- ---- - WlNoov/ I /5AT�QA6G/✓ . 512E X ATG, c!cA/�Amic k NvN — - - -- - ---- I DoMeS� IG JP !4R c� - - r- W SUPPL W/ML-TAIL I AND Loc.ATiolJ T.6 D, � FaR Y I I � �oexs I — LrNE EN1Tf AREA WA '? . 29f /o _ - - - _ - - - - - � /65 PER PAEFf RED I 1 PeNQ r ARo " TN!� J wAr.6„ I 'o ff I V�N7�a ALLYRS ttLvW /307'72.M eF .'_4 6 I LOCATION o/R _ I I - KADa A) I O CED o,°o& oP4.NING't; TYP I - SUPPLY LOCA/ 0rj I — — — -- —r -r~- - ST STEM __1_7 I t - - - - - - - - - I , LC-- SEAL , EAL /'Roo, 2x't5 0GE SO4,77E-0 ° 5 —_ — — — — • iO" / SEAL , 12 - 0'10 a TE'CO /-JAnIGER,S I J( I I LEc ralcAL o /2 "fid COA)C - SOMOTUB.e 3 . ,���� !JNEd(c46 vgTE'O --� "V - 1 I °0 0 1z GA61Y c°Ls R a Po Wt SupPL x v f oRG �J P/E ON '24 x 24 X /Z wio. / s'r ,•L 35',;h I LIME CNrAZY coNc- �l'6S MIN, lAGL7' AS PER r,,a��; I u7•ILIrY � \ AVA 2• k ,a hkd 2 -_2x & 2 . 2-x8 I., I 13 /FOR GALy,y Co6x, , o VJ'ATi= rq,00 � Lq,J80� Port Sul'r'<,,15.?'" I I ' f oRcN —__ a 169 r_ on �l C,r 1CO/ 0" FOUNDATION NOTES: / ! �O U11�/7/�%/ ('� PL ,dlvJ 1) Top of steel beam to align with top of foundation wall. L 6 = Lor' 2) Top of wood / microlam beam to align with top of foundation sill plate. J n oTE; /ssUEO Fo Q ALTeRNaTG S Ee'b 3) Top of beam pocket to be set 1-1/2" to 2" below bottom of steel /wood/ microlam beam. d Application filed for work at this lot only 4) Beams to be set on non-shrink grout. Shim microlam and steel beam as required. = REVISIONS _ aED nR 9 AE N �. �ch� CT � BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. O,� PROJECT AND LOCATION PROJECT AND LOCATION: e e °y JL STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP, C OWNER, DEVELOPER, AND CONTRACTOR � -26' 0 2 /sSUk"n To O,o,r3. FbA F-IL/NCG Xt><O API'/iovlAL- ¢� SUMMIT ESTATES SUMMIT ESTATES - MASTER PLANS FOR '�+r �`V �Z STELCo 11]a&oxdw,SDuo,ns•NBIftk.N°wm,k 10001 •T.1:212.ee39404105-FzI,212ses95O, G -77 37TAR REALTYCORP A/Jo To-OW4t-& /�A AEVICkV/ _-- - - - W' W PP- 13-77 37TH AVENUE /S�C7€C � RESIDENTIAL DEVELOPMENT THE CAPE MAY II, A ONE ONE HALF STORY _ J � LONG ISLAND CITY, NEW YORK - 8` Z6' 02 GL,\MF4AL REVISIONS A4.0 CaORO/NA7P0h) SECTION 2, LOTS 11 THROUGH 23 NEW ENGLAND CAPE ZIP 11101 ---- FOR AL'TEAPJA/ E S7�EL - EAST MARION, NEW YORK 11939 SECTION 2, LOT NOS 16 & 23 0 ALTERNATE T F -- EAST MARION, NEW YORK 11939 qr ro°' 11y22 A Foundation Plan, Notes and Schedules A L /. 9 - 30 -C2 /5SL/EO Fol GoIJSTRUC7/6rJ Eor= rva,R LSATE, 6 -26- 82 41 �1� 6,ISrl 11 :2 „ _ G3 � Crl 4-o ' 8 " 22 L4• n d,"( 7l grr 2- 30g.y (oF'-T/oNAL) rn VZA161n7C� STEPS h s \ L/r✓E at; o 2 DIAbNb /ZooM 6 P aI(} F_ D6C// 9 W /-caysR 5g„ �YB'E fix' WnLL ti-_ COP71,'OA(AL ) q' p NPS 'ZiaP1RC•eora� 6wm = E3 /- Io" / ,. �` CCA DE CK E STE 4FACp1 �& 6F WAL J V S - 4- 'O ( ` 1Al � � to Ew 5 - 8 CE LJ a°-r c9 m 21411 71 �31r 2r4ir CCA Woo `L cc 2- °AR to STEPS 1F ��h wA^vE _ m• �r --- - � 57-Fi3 No DECD �9 11Y Y2A 19 -GALLy'---_, c. DOWrJ F , -3$'d0 'LAG6�f EA ? eA.r:NO N 0 CP SL1DEf+� V, - - - ACT• _ C4f1R�n/vcawc. 'b -_ AldFi+J+$;Y£f'Cl+r/'UrLI ce yh u N MATCN �� I MNL F'v10ENY-ACE' z u m Nw Wla 4 M// LISrINhr $ f'&@ 4J,L. i " t ° WwM SAAAI96 c + 303C /NL' N CONC O -,Paco 104. W/Thatr °� " " 2ON6 �QuoLA o _.� 3049 3030h 2 - 2x12 W 34 PCY lPSET NeeUJ �.Rttl-YE `" @J �Ng7a�Y rcoE ? FLUS 1 — I- -41 a I_ N "' 2 - 3049 COPT/©NA� > ii It6P NJOLCAIASE@®dM dfIE2 cab uE18Nr D d w I plNlAlG Fdz h'6?AAPAI ):r•uE FROM 1,$$E LOW At: ; p CrINA!_ ILII'GN ENI AA-e fA.6ND r' c =r, - 3xOJAtUE4a CAkr 0 o LAUND Y; o L4YourToBEDETEAMnED) 2x /o CJ 2, /O cJ W$w2B / wY la X l9 - t u v •�3° 61-Foto ° I "v /{ 1TGilE Y m �' R l6t._.�L /• ,� m p [h 5'z //-O k 3 i/_ I $/l" ll�O11 ..vili� r ,�lO a AIR AATrUWALL : �1 n ,3�1JlS4gLL}' ' 5Z 2-cgyL-`RS-�° 60x .aROUNo EA . slag M PcaA6p ((Rt)/JF.� taNc. @ _ O/Y, STUDY N N a �� bR !-LAYE/Q Se" T 'r°E x ' LALLy CoA , 0o- APRaN. W/J30H10 6RLAXt'k'„ ,0 — POWDE''i, N X w FI10EC006 GW45 8E7w, WIn/DoWS L)/ROD EActif fAEE o(- w4i G Of, C'o/jGQE1 1 st' ai o y cD I w c°v -2X10 o 6AERNAG1E 2 0011 q�w eJ x 8on182Eq ER W134'PCy _ O J N C CEILIYv6 r _ Zx6 ° a1.pAss O 'o L � w ® �? 2868 2 - 4Fv 3 N LEAH/AG -= CCA - - m 2-2X6 Z- ZX 43 ro " 2 -ZX6 400,3 CSAR ~ WALL �:, 'CLOSET 2668 �, 3 - 21[6 - 3-2x -/ �f1 C, 2 .x11 2 zx�o N° v� Z Z 2 x o 34"PLYN STEPS m P/TCN SCgg x \0 d i _ W/ _p_ r �rll4R AOR LocgT/cN- GRoNT N _ _ /GrLO° . 1l . l a ' In rn 3-O 2 I " /3 '-/0$ i Ir WALL 1 ii i* ¢r B".35't /=0 3h I�IOf{ T; ii 1 w r 7 SCaLE, C9rl�{E/nlf GONG /6 / D 7 o� W & 2 2K/ot° c °REFA1f3RlGdTGJ _ /'`167•AL FIAEIOLA -t SLQB w16XG-lo/jc o `� I I LINr.T AS >°S12 U, L . Ii AIM oN4 MIL 2Z -q. I Iii C9 INI �' — 0 WDLL I U r 3. d' 2'z�`� FA -�`V ,QBOUE UO 7' L/$T/NG •AN U. U )Ir ONPE,r �' NUL4& I o f O 7-0 COMPLY W1714 E,S, ,8A - edE- �_ __ -_ (� NEln,l Y°14K ST/a hCr-ACP- Intl LD FILC CaJ § -r-- WA((" cn EIVL-`�4G'T' GUl E d, O LlVl s( /Z 0 ) u 1 266H WA((" ca &A, T 1'100,�n � M - c ' J 1 l, _, If\ -Fi/tL.,in/ CNA ;;'= d PDQ,) I O y I •. z�. � i � L C ,b"' O f't72 N NI of N c0 /(rJl lOIN NAL) I(v3 UP l4.R. CSI � I TAZ lop CR -) r_ UE -,;Z0/1I ELUI-U _ __ __�, LAI S1DE N .l I� o DIr sl if"" kMa 13- `III p LI1JC al cy NG , Fit Nw.e crc - � M kl � xl KI k x N ° � O_ lig 1 X � - - SPECIAI SLBCONTRACTOR REOUIRFMFNT NOTF NI IN iN 26 I x ' - s xl I NI enol _ It shall be an unequivocal fact that all Trades/Subcontractors W u C� N N 1, u d r nl shall be responsible to perform their work to meet all applicable O SIL _ -__ N 311• sJ F0Y`c� 23- (j12 3 N Cj(LI "BOK" 490J/v1ID 3�"O /�oLC Y Codes and Industry Standards, regardless of whether all items O �� m _� �O ^ ACL, ,e'SE'jW r y�/NQ•jIA1 are indicated on the Plans er included In the Outline Specification and Protect Conditions. The Plans have been prepared and - "o M � issued as an outline for the work and do not include non described 3049 3 O 49 u 3 0 4 9 �O 45 or indicated Code Compliance issues If there becomes any 2x9 P 12 ES >< �, field condition or dem on the Plans or in the Outline Specification - U 2 %8 CCq DICK PLAN S 2.2 that may prevent the Contractor from performing the Project Work oo LJ o I /.ILL p9434. 3M5 to Code, they must immediately bring this to the attention of the Contractor to resolve Failure to report the condition immediately, f" ¢-/b� 6 B 6 7 per this Contract, will make the Trade/Subcontractor liable for - - all reparations to bring the work into Compliance or up to ap x Industry Standard. In addition, all scheduled or required Trades/ GC A AA (L IN COVERC D J00)"11:14 Subcontractor shall schedule Building Department Inspections) ,o III IIIYYY for their Trade and be present for the Inspections) until all work is Code Compliant and satisfactory to the Bullding Department ' 4x4 2- 2x8 Id D/Z Z - ZxB lJo/t Wo POsr„-� TYF ,f,• PROVIDE & GONG.PAD @ EACH ' I I ccA." EY'SV I s7ArR S✓Y'Po27TJY/'. `—F j• F- SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 SUMMARY OF BUILDING STATISTICS 1 22 /- 4" THE-CAPE MAY 11 EXTERIOR WALL FRAMING, NOTE All 2x4 exterior wall framing ins 1 Occupiable (heated/cooled) Finished Areas: shall/may be utilized at insulated siding system only; 2x6 exterior a. Habitable Area, first floor 1229 sq. ft. well framing required otherwilse at all other siding systems for - b. Habitable Area, second floor 1045 sq ft NYS Energy Code Compliance C. (Sub)total Habitable Area 2274 sq. ft. WINDOW HEADER FRAMING NOTE. At 9'-0"ceiling height, set d. Optional Habitable Area 414 sq ft fop of window unit for a finhshletl dimension of 7'-6"from finish e. Total Available Habitable Area 2688 sq. ft. floor to top of window unit All ceiling height, set top of window unit for a finished dimension of T-6"from finish floor to top of 2. Non Occupiable (unheated/uncooled) Unfinished Areas: window unit Allow clearing for deflection, weather seal, etc. a. Non Habitable Area, basement 1199 sq, ft. As required align garage whitlow units to main dwelling units c b. Non Habitable Area, crawl space N/A sq ft. or as Indicated on building ellevahons a Non Habitable Area, garage 499 sq. R 7 gC,,AL e 14 'I d Non Habitable Area, porch 285 sq ft e Non Habitable Area, decks/stoops 297 sq. ft f Total Available Non Habitable Area 2280 sq. ft, ' REVISIONS - - - V'F�c,, ��� BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. /p o,'Z OWNER, DEVELOPER, AND CONTRACTOR: - G- ZG - C 2- /SSUEO ?-O D.o 13 Fr>2 FILrNG Ai)') A('I'ROVA L PROJECT AND LOCATION PROJECT AND LOCATION. - e �-� �' fi b @ a STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORK GUSMARREALTYCORP. _ SUMMIT ESTATES SUMMITESTATES - MASTERPLANSFOR � /�4' '4 °, 51Ef.w 1noareadw,ss,lams•me.,York,newvorki0001 •Telzrxsessaoaros•r,,, 13-77 37TH AVENUE /1NYJ To OWNER l-ate 1ZLVlginJ, . _ _ RESIDENTIAL DEVELOPMENT THE CAPE MAY II, AONEAND ONE HALF STORY :zizaessseo - LONG ISLAND CITY, NEW YORK = 28 �2- - . GEiVE/lA4 QEVIS/oNS AA1J Go°RDrnJATIOAI _ SECTION 2, LOTS 11 THROUGH 23 NEW ENGLAND CAPEry ZIP 11101 - _=30 -o2- 15'$UED Fall GarIST•12LJC71pp,J -- - EAST MARION, NEWYORK 11939 SECTION 2, LOT NOS. 16 & 23 �� "// 2 EAST MARION, NEW YORK 11939 9T ^'° 1121 4c° First Floor Plan, Schedules and Miscellaneous Notes DATE; 3 -v D o„ !/ iGrr Gi4rr STUPPIIJ6 �- I TY? I °LK/o — — AIOGE /Rt o RooF I €zow 304930 "? N 49 3 ® ¢9 �04� -71 I q o rn fJ r /�-O I n `'Q I n U li r 5'z_� 34 = 11 - o co 3h 2d' h a. 10 - 91Z o 1 a w W134 PLY _ 5h 2- �4. - � ..� 0 ; Is°Q - np m f3COR00M N° 2 'x a m BF_aga©m N° 3 C� 3a' � v co �/vl STr� BEORA�iM 3 x —.- -� g 00 —_ ro AAF7ER KNEE i U h � '-o l' F �n o O n N SUPPORT wac(� SQ` N y I O q /O -® ' SE7 CJ NIGH m - >< Ar3 oVc 2X4@2'.0" ro o U I ACCESS/t36L- A ?T/G. .' @/ s` m Itc O(77R%G4ER5 I I lV N .,� O Ua ;•u r6 I ' 6 pPT/ n1AL vou6•rEo/rAAY --��„ - - ya4r o. 14-- -1 h s� �I e �• R. NAIL% 4x4AaoVe �, s� L /o/JAL eont�s /yoanl 0 PO67 Q 4x 2_-2x12 RIDGE O 1 ZZ I �R/DGE G8 Rv m N G _ OF_f{ID(nE __ .--� 4x4 �1 iLhYIG Slc' 2x12 RIDGE ' r3M r POS - I '� - _ - 4X Po ST c� d A60VE (`I f'� TTPICaL 26 3 eov w/r�P c B/'PASS "Irl° / In7G 0. � LlN, � -�- — — II -_ S2 1 &OLgN IYJSULaCO — A[t77,c�. D 0 �U3 '� NEM ro W u o C'TA TN N t9 BLi-I Kl ti 2 4 _l VaA IT�IF6-IZuCV ® N • A4`PlC 2xlu 127V /o L YJY .C. AA57ER _ z�c I� S, �, ` \ (/7o AGcEss) dlrJ.� o nl I Baa- r N �Jncvzzl a F `�r— — J I y _ –l�4ow �, U EoFCG68 ' —�L/n06FCLG_3R�k . �— RE `TEMP Cyr .sNdL� I- -,.� EOVe do mud w _a I 1, ' ____ uv 26 0 �• _ _ v) 6r- 3„ 4y2„ - -C, for vl 4rJ2r - - - -7, —p „- - —9r an O �R ER- Erg q�cmok 2K8 VA"F`/ / PROVIDE M/N• 3-2K4 BFR/nIG P_&re M/N 4 Lo” 4.aA4 Q ALG o lr " „ .•_ PoS7S Nal oN 170P of /'a"R1,4J4 8 . 4 . W,eLL , �OUI,0E 2-2 %12 CI-G, JAI aY:5 @. 100 r A7©T aN Z N� 4 . Wa�G , f'Po J(04 VM/(-4R 9-ZX6 40 2) PAOV/QE Z x j A41SEjO P4Arg6AM CAAMIN(S W/, 34 " P6Yvd000 W 6K/NG .SU/�/-Ac@ 7aVSdte7Act-06V6 MAINTArn) l7ry REQLI//i�r,�rA�Ji�' TYP. 3)PADI)fOy SMOK& AeTFGfi6RC5J AS RE'Qd!AE0 1/4 A717-/C AREA 4) oP77/0"AL 72A'r GE/(,IntGG 3 CONN FGoo& PLAnJ PPGvrtDe Zx8 M14. a/06e C0JATECrE0 To CNEEK WALE SCALE = 19• i1 = � ! olr eR firOP FAAAvAJ6 W/ 2x8 14IP. ALL PAFra P< PRAM/NCS Ir' MVN , 2.XG • 7 / REVISIONSIII L�qcN BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. ( N OWNER, DEVELOPER, AND CONTRACTOR: :_� 26 p 2 SSUC7� 7t� zac./3, lcaR I ILING_ AN9 APl?R'6VAL - PROJECT AND LOCATION: PROJECT AND LOCATION: �yQ�� °may 0 L1J�� STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP GUSMARREALTYCORP App TapvJAJL7Q Fol- IQC1rEJ SUMMIT ESTATES SUMMIT ESTATES - MASTER PLANS FOR vl straw inner°aa,vey,snems•News,k, Nawrrkiosm •Teezizssasaoaros.ra, zrxseaseeo 413-77 37TH AVENUE RESIDENTIAL DEVELOPMENT THE CAPE MAY II, A ONE AND ONE HALF STORYf Mom . 8'- 28- 2 C�ErJE12A6 A6VlSlonlS A/s.O .COOP-001A710ti _ SECTION 2, LOTS 11 THROUGH 23 NEW ENGLAND CAPE ' LONG ISLAND CITY, NEW YORK r � ZIP 11101 -�j-�3 0 -02 /SSUECJ makEAST MARION, NEW YORK 11939 SECTION 2, LOT NOS. 16 & 23 � EASTMARION, NEWYORK 11939 v , X,, „az {0 Second Floor Plan, and Miscellaneous Notes e OF NSYr DATE: G - 26 - o '7