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Home My WebLink About27138-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28122 Date: 12/17/01 THIS CERTIFIES that the building NEW DWELLING Location of Property: 180 MARINA LA EAST MARION (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 35 Block 8 Lot 5.12 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 30, 2000 pursuant to which Building Permit No. 27138-Z dated MARCH 14, 2001 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 SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED FRONT PORCH & REAR DECK AS APPLIED FOR. The certificate is issued to GUSMAR REALTY CORP. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-00-0118 12/14/01 ELECTRICAL CERTIFICATE NO. PENDING 11/30/01 PLUMBERS CERTIFICATION DATED 12/05/01 PARKVIEW PLUMBING & HEAT. 13 Authorized Sig ure 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. 27138 Z Date MARCH 14 , 2001 Permission is hereby granted to: REALTY CORP GUSMAR LONG ISLAND CITY,NY 11101 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED FRONT PORCH & REAR DECK AS APPLIED FOR at premises located at 180 MARINA LA EAST MARION County Tax Map No. 473889 Section 035 Block 0008 Lot No. 005 . 012 pursuant to application dated NOVEMBER 30, 2000 and approved by the Building Inspector. Fee $ 801 . 20 Author ' d Sign re ORIGINAL Rev. 2/19/98 Form No.6 D TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 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 a consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Photocopy of Certificate of Occupancy-$0.25 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: A{Z t.13 A ) F Inn R In Al House No. Street Hamlet Owner or Owners of Property: F�2 F ctA t-T-1 Cn {? Suffolk County Tax Map No 1000, Section Block '' Lot Subdivision So V-yx VVN%i ESTflTE-S Filed Map. PA u 2Jo Lot: Permit No. Z Date of Permit. O Applicant: GUS m A Q R.EA L-r- Health Dept.Approval: V\o-O O_ o g' Underwriters Approval: , 3 0 L-1(0 —O Planning Board Approval: Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ Applicant Signature G0 ?C z �o Gus R cbeeQ, Q � � a) a.1' FO��c o= � Town Hall,53095 Main Road Fax(631)765-1823 P.O.Box 1179 ,fi �� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. ;—Z Owner: m wr-- Fria I ttl (please print) Plumber: ►' s - co (please p ' t) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers'Si O ur e) Sworn to before me this day oQ��eAl , 200 1 , Notary Public, SLS-'-R6vf'County PATRICIA A.WALSH NOTARY PUBLIC,State of New York No. 01 WA5069067 Suffolk County a -applicant/ Date /D/ Ovoiers Nang Rcvic\k(cl Archilect/ Dale Suhmlllc•ii 01snicl ),00 ) Scold I;lucl I ul �7 •�� P101m Suhdrvision ocallon Name icrlificaur)n Yes cy — Ilcy --- -�� /onuiC I)+i11+ClI.ol 5+[c 0 I .��D/Z_�SE�:+I � coo I I Loi C,)".(arc Itcy Rcq �� Itcq f6/J ll roni Pard Proposed J [Side Yard —a / Proposed J [Rear Yard I Proposcd J Project Description: /v AGENCI4 ERMITS Permit SQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. New York State D. E. C. Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation ??? Flood Zone: to • 06 South Port Design 426 South Country Road Brookhaven, NY. 11719 (631) 286-2200 February 27, 2001 Town of Southold Building Department Town Hall, Southold NY. 11971 Attn: Mike Verity Re: Summit Estates sub-division East Marion,NY. 11939 Owner: Gusman Realty Corp. 13-15 37th Avenue Long Island City,New York 11101 Dear Mike, As per our conversation regarding egress, light and ventilation requirements by code on houses to be built on lot #8 in the above named sub-division South Port Design will be responsible for guaranteeing that the house will meet code requirements. In addition to designing the house South Port Design will also be doing the construction management on the construction to guarantee accuracy and quality of workmanship during the project. If there are any further questions or concerns please fell free to call at your convenience at the above number. ' Ver �'truly yours, `�Vrlliasn .Mack P.E. South Port Design yr SUFFOLK COUNTY WATER AUTHORITY Timothy J. Hopkins Administrative Offices: 4060 Sunrise Highway,Oakdale, NY 11769-0901 General Counsel (631)563-0236 Fax(631)563-0370 September 1, 2000 Ms. Donna Geraghty 22655 Soundview Avenue Southold,NY 11971 Re: Application for water service, Summit Estates SCTM#1000-35-8-5.12 I-'ot # Dear Ms. Geraghty: You have applied for water service for the above referenced parcel. Our records indicate that the parcel is located within an area of public water service and that water is currently available for the subject parcel. This letter of availability is not to be considered an action by the Suffolk County Water Authority as defined by the New York State Environmental Quality Review Act regulations or a determination that the parcel is approved for building. You are responsible for obtaining any other permits or approvals that may be required for the proposed project. The Suffolk County Water Authority shall not be required to provide water for the project until all required approvals hav:,been obtained. This letter should not be deemed a guarantee of water availability at the time you wish to hook-up and is subject to recission. Please contact the SCWA's Regional Manager in Westhampton at 631-288-1034 for information including the fees and conditions of service. The Regional Manager will determine if a main extension is required to serve this parcel and the cost and timetable for such an extension. Very truly yours, John C. Milazzo Attorney cc: Herman J. Miller, Deputy CEO for Operations Steve Romano, Regional Manager Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT Date: 11/30/00 Receipt#: 0 Transaction(s): 8 Subtotal 1 Septic Permit-Construct- Resid. $10.00 1 Septic Permit-Operation- Resid. $10.00 Total Paid: $20.00 Name: Gusmar, Realty Corp 13-15 37th Ave Long Island City, NY 11101 Clerk ID: LYNDAB Internal ID:20272 BUILDING DEPT. 4NSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ,DATE � � e� INSPECTOR - ^"� c;� 71 3 - BUILDING DEPT. INSPECTION [ F UNDA710N IST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLAC FIIMNEY REMARKS: 19 ,DATE INSPE 7 3-0 M-1802 BUILDING DEPT. INSPECTION I ROUGH pec. [ ] Insui.aTioN [FRAMING [ 1 FINAL KFIREPLACE & CHIMNEY ARKS:/#, I / DATE INSPECTOR 715?: 0 �, ' M-1802 BUILDING DEPT. INSPECTIO [ ] FOUNDATION IST [ ROUGN PLBG. [ ] OUNDATION 2ND [ ] INSULATION ] FRAMING [ ] FINAL [ FIREPLACE & CHIMNEY - 7 REMARKS 04 Qo;i!� zoczA C5�142 z DATE /' o INSPECTOR BUILDING DEPT. INSPEf7 [ ] FO DATION 1ST ROUGH PLB6. [ ] OUN ATION 2ND [ ] INSULATION ING [ ] FINAL f" d„ FIREPLAC CHIMNEY REMARKS: Z, n DATE � � f� INSP BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ j ROUGH PLBG. [ ] FOUNDATION 2ND [�NStlGT10N [ ] FRAMING [ ] FINAL [ ] FIREPL CHIMNEY_ REMARK DATElV (/ INSPECTO 70-1 suiLDiNc v INSPECT N [ J FOUNDAT [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INT' ON [ ] FRAMING FINAL [ ] FIREPLACE & CRIMNEY R ARKS- DATE D INSPECTOR 13f p suu.nINa DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ �FINAL CATION FRAMING [ [ ] FIREPLACE & CFIIMNEY REMARKS: VL DATE 1 14� INSPECTO ' 1 1 I' II//,jl •.♦ /:�� _ � . , /tel - me"I, i i f a m7. u .. BOARD OF HEALTH ��IOV 3 0 ?i FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . . . . . . TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . c?Lvc, DF'7 BUILDING DEPARTMENT CHECK . . . . . . : : . . . . . . . . . . . . . �+`�.'- c SC3.,'lr�"�l�J TOWN HALL SEPTIC FORM . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 DEC . . . . . . . . . . . . ... ... . . . . TET.: 765-1802 TRUSTEES . . . . . . . . . . . . . . . .. . . . . . NOTIFY: CALL .�. . . . . . . . . . . . .: Examined / ��i,Q� MAIL TO: . . . . . . . . . . . . . . . . . . . Approved../?` �` ;/�, ,,� ! Permit No. . .Q.4! ................................... Disapproveda/c .................................. ................................... (Building I tor)'...• APPLICATION FOR BUILDING PERMIT INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector w 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this application. L The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such permit shall be kept on the premises available for inspection throughout the work. e. Ngo building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS >E[M MALE to the Building Department for the issuance of a Building Permit pursuant to the Building Lone Ordinate of the Town of Southold, Suffolk county, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in W4" for necessary inspections. ................... (Signature of appl'cant,•or n ., if a corporation) ................................................... (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builde ........&U.3..Cn1q...... ......C.0./ZR:.......................................................... Name of owner of premises ...G.i�.`�.�.:�hk ....1?z�.a. �:C.. ..................................... (as on the tax roll or latest deed) If licant is a corporation, sigma of duly authorized officer. �,,�� ... ............ —`r„a��.. ...... Name and title of corporate officer) Builders License No. ......................... Plumbers License No. ......................... Electricians License No. ..................... Other Trade's License No. .................... rrQQ 1. Location of land on which proposed work will be done........ .�.�1 W f.►.... ............................ ......................... fk.1.0.b+..L:A............................... . z"'.. 41.2.Ic1 .............. House Number Street Hamlet County Tax Map No. 1000 Section .?� ... Block .... ... Lot ...�.;/.�.... Subdivision 5 CU.fraYY].(.f....G ,. .J. �:��5.,.. Filed Map No. ............... Lot ............... (Name) 2. State existing use and occupancy of premises and intended use and ocWPmeL1Zof1'AT?roAWA truction: a. Existing use and occupancy .................................... Y iATON, �urs��titg!1!�•e: �T l�5�(t�ik�i`c'�•i�J.�/ b. Intended use and occupancy ..... .! ........ �.b�9 T.. 4�: lS 1. mr�►. . ............. , N.A ure oL work lcibec:k win Gi applicable): New Building ... Addition .......... Alteration .......... Repair ............ Removal ............. Ikn3olition ............ Other Work .................................. (Description) Estimated Cost ....�1../.Q.rQI::)o.... fee .............................................. (to be paid on filing this application) If rkaelling, nurber of dwelling units .....J...... Number of dwelling units on each floor ...l........... Ifgarage, number of cars ...1./'? .......................... If business, commercial or mixed occupancy, specify nature and extent of each type of use...................... Dimensions of existing structures, if any: Front................ Rear ............... Depth ................. Height ......................... Number of Stories .....Z............... Dimensions of sere structure with alterations or additions: Front ............... Rear ............... Depth .................... Height .................... Number of Stories ............... Dimensions of entire new construction: Front ... �....... Rear ...(p.2,..... Depth ... ..... height .....I...:.....1..)...... Number of Stories .....2-..../........... Size of lot: Front .... ... Rear .Iv6wfi-pth 3. Date of Purchase ..................... Name of Former Owner ........................................ I. Zone or use district in which premises are situated ......9,ea................................................ 2. Does proposed construction violate any zoning law, ordinance or regulation: ...�d................ 3. Will lot be regraded .......... Will excess fill be removed fran premise/s:^ YES O a. Names o E Owner of pre�ni ses 4 :m!'• _r" LAddress �,/: S.��..�:f>J.!7 1: (N�oj./l(�./�2 Name of Architect c�,,W71A.PKT.."P� �� N..,Address .:7Z�..a2,j1-A.Q.VNJTT.XYhone N.5:2s-'6 Name of Contractor J/.1:1.I14{�:..Y.� �,�Q ,c�! Address 1.5. 7. �kut,,...� .Phone No. -3V2.185a 5. Is Chis property within 300 feet of a tidal wetland? * YES .......... N0 ..V....... rC - IQ 1 /lot *IF YES, SCJ( MU D TUA MSIFE.S PERMIT MAY 13E REQUIRED. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dWr rasions ran property lines. Give street and block number or description according to deed, and show street names and indicate Nether interior or corner lot. rNll3 Or NZJ Y(>RK, SS "INIY O ....................... ........................................................be.ing (July sworn, deposes and says that he is the applicant: 11.-me of individual signing contract) ,hove m--coed, leis Lhe ................................... ................................................. (Contractor, agent, orate.officer, etc. )f said owner or owners, and is duly authorized to per orm or have performed the said work and to make and file this -ppl.ication; that all statements contained in this application are trim to the best of his knowledge and belief.; and _hat the work will be performed in the manner set forth in the application filed therewith. worn to before me this ,(/ Aa f Notary Public .... ... .. .. 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'11 i i aaa =ri■a■ p. aaa �� ,= I11;� aaa mom ■a■ ■aa ■aa ■aa Iola ua aaa �`Ju■=� �C�oal_••ta�■■ �� OI. ,i. .1 .._111 iin .Iii. ............... I poi # 8 2x12 RIDGE & GOWIN VENT (2) RR EA 51PE 6F DORMER TYP 2x8 RME W/VENT ---- -- IZ 23', L6 ROGF 5t11N6LE5 adz(— 2x4 TIES W, OG 15 LtS FELT PAPER 235 LfS KOfF SHINOLE5 2 X R5/6R @ Ib"0(, DORMER SE&rION I5 LP5 FELE PAPER 7/I6' 0515 SHEAT-HIN6 2 XBRK 16" 0& Va 2x6 GJ 16 OG TYP 5" oH/ R-30 rATT5 INSLLATION FIN191 I X 6 FASCIA (?D. WITH WALLS & CEILING TYP. 2640 LEAPER5 & 6UrrERS WALK-IN SEr eorr VENrED VINYL So;flr z CLOSET & 2-a AFF MA51-ER DEWOOM M DAFt1 fan otie�� Young & Young, y �Vg Land Surveyors dT 400 Ostrander Avenue, Riverhead, New York 11901 Dltll<lg �O� Q�r\`G / 516-727-2303 „; r Alden W. Young, P.E. & L.S. (1908-1994) �4a D1Ili>g ��°� (� Howard W. Young, Land Surveyor o Thomas C. Wol�oert, Professional Engineer John Schnurr, Land Surveyor >Faginerring rp6• ,� WEALTH DEEARIMENT USE $ 6ururging S O " & W- PERMIT FM APPRIMAL OF OOPf3TRtJC.'IZON FOR A Ut, Lot -9� FAIY V REBit�>Ot 2 ONLY C gid �►�� to_ (Vac t) gg' A' js - a! < APPROVED t �o` ko< �eq �5 in o POa>lrLAX>tNttftC!'�Lv pr Of e of 61 Lot 8 °0 O =m= °�1 `',�o� \° `� g$ �, � E R$S"OW YLAW FWM DU'B'S OF AFMOHAL P o k Jam\ Go�,t1 z yo � Q `�o '1, :�. sg= e, ° •�.�` . THIS PLOT PLAN WAS PREPARED FROM OFFICE DATA AND FROM Q - 56 INFORMATION SUPPLIED BY THE DEVELOPER. THIS PLOT PLAN SHALL NOT BE USED FOR TITLE PURPOSES. F NE O F� o � .�� W Y ,� c�` � A '� o� olo Ck �!� N SCHIy q 00 JOHN SCHNURR, N.Y.S..L.S. NO. 49517 0 N3 HOWARD W. YOUNG, N.Y.S.,L.S. NO. 45893 ry�p • � (3r1 �,� � 0�� ,+` PLOT PLAN LAND ° LOT 8 "SUMMIT ESTATES SECTION 1" „ 3 Lot 9 / �Q' (Dwelling With Public Water) l'� (, G U S M A R REALTY t�E 0 / / u y At East Marion, Town of Southold a '�� •,��o�/ \�P ' Suffolk County, New York aye si- s Zh (va#°nt ( X (� County Tax MOP District 1000 Section 35 Block 8 Lot 5.12 „ / NN� BUILDING PERMIT PLOT PLANS 1W%qW ?3 14 + +ti,1 0 0 NOTE d11V3 dQ 1d3a AREA = 30,000 SQ. FT, AMENDED BUILDING PERMIT DATA APR. 10, 2000 � • SU ION MAP FILED IN THE OFFICE OF THE CLERK OF MAP PREPARED JAN. 29, 1999 Sig AJ' n0SUFFOLK COUNTY ON NOV. 22, 1993 AS FILE NO. 9426. 17 t� � *VERTICAL DATUM = N.G.Vt DATUM (M.S.L. 1929) SCALE 1" = 40' .ys o Q3AI3j3d • ELEVATIONS SHOWN HEREON MAY BE FROM MAPS OR SURVEYS JOB NO. 99-0050 3 O PREPARED BY OTHERS AND ARE SUBJECT TO FIELD VERIFICATION. DWG. NO. 990050 ,s • O FO�w tM�>O �vm Young & Young, Land Surveyors WIN IIult$ °- 400 Ostrander Avenue, Riverhead, New York 11901 fig V /' 516-727-2303 <y < Alden W. Young, P.E. & L.S. (1908-1994) FEE. 34IIung ^ Howard W. Young, Land Surveyor v` Thomas C. Wolpert, Professional Engineer o John Schnurr, Land Surveyor lannm ' � N �oo� Knginrrring NOTE � W burnrging ;?�� AREA = 30,000 SQ. FT. ig <O ` • SUBDIVISION MAP "SUMMIT ESTATES, SECTION 1" FILED IN THE 8N OFFICE OF THE CLERK OF SUFFOLK COUNTY ON NOV. 22, 1993 AS �< FILE NO. 9426. >a�� eQ �5 = o Lot 8 N o o 1 <1 SURVEYOR'S CERTIFICATION a Fg * WE HEREBY CERTIFY TO GUS MAR REALTY THAT THIS F a �• 5� SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OFN i PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEWL-IORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYO o 00 NWE2 S �OJOHN SCHNURR, N.Y.S. L.S. NO. 49517 !y F �6 �cJ�O HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 4 3 < �3W o. ,0 1 0o 55 0=;0 LAND $�s U SURVEY FOR • O '� • �� ,P GUSMAR REALTY W� 0 LOT 8 "SUMMIT ESTATES, SECTION 1" =&W� At East Marion, Town of Southoldg Suffolk County, New York z Gj� County Tax Map District 1000 Section 35 Block 8 Lot 5.12 0�<go . FOUNDATION LOCATION SURVEY a 41,9F, o FOUNDATION LOCATION MAY 17, 2001 AMENDED BUILDING PERMIT DATA APR. 10, 2000 ffi"�_ Mw 9 rl � MAP PREPARED JAN. 29, 1999 �< j=M pU M 1 SCALE 1" = 40' �Q JOB N0. 99-0050 QQ `" DWG. NO. 990050-foundation O =soz s South Port Design 16 Station Road Unit#3 Bellport, NY 11713 (631) 286-2200 February 27, 2001 Town of Southold Building Department Town Hall, Southold NY. 11971 Attn: Mike Verity Re: Summit Estates sub-division East Marion,NY. 11939 Owner: Gusmar Realty Corp. 13-15 370'Avenue Long Island City,New York 11101 Dear Mike, As per our conversation regarding egress, light and ventilation requirements by code on houses to be built on lot #5 and the above named sub-division South Port Design will be responsible for guaranteeing that the houses to meet code requirements. In addition to designing the houses South Port will also be doing the construction management on the construction to guarantee accuracy and quality of workmanship during the project. rther questions or concerns please fell free to call at your convenience at U William C. Mack P.E. South Port Design Young & Young, Land Surveyors Eeja 400 Ostrander Avenue, Riverhead, New York 11901 "rose 63f-727-2303 k� a.H o A Eden W. Young, PE & L.S. (1908-1994) a B N Howard W. Young, Lnnd SEngrVey Dr 3 i Thomas C. WaEyert, Professional aE Entineez 0 N�r a a='T - i4s 74 1X;ee S � ay a FEE Ji °mea � au � ec 9 as A 9 \ z rs 62= ma tia �eQt�S s@° No NOTE �a� S'`o�oyo u AREA = 30,000 SO. FT. tV- Jb 61 , • SUBDIVISION MAP "SUMMIT ESTATES, SECTION 1" FILED IN THE o ya Q 9a OFFICE OF THE CLERK OF SUFFOLK COUNTY ON NOV. 22, 1993 AS �e� a cLot B g MAP N0. 9426 in 0 41 15, 9� / 2• o$ SURVEYOR'S CERTIFICATION ra�� "-s; y`� • WE HE CERTIFY TO WILLIAM J. KELLER, SR., E4a,> /. ay` DEBRA M. KELLER, TEACHERS FEDERAL ry �. p�G` CREDIT UNION & ADVANTAGE TITLE AGENCY, " / , �s,.;; yF�ra� i• W,q PP�� i INC. THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH 5€� THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE ro NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS .rNE W W � Y�Y0.� !off "�" s a �� e,f<:✓Mt �.., .� ,- "NC �... P s a. J m1 am' O Po is, � ai' HOWARD W. YOUNG, N. .5. L5. N0. 458 3 �- °� J �k ,a , 4589 2J s s \ 6`1 1p0 3;;'' LANOSJ uO A• 1 i SURVEY FOR gs°k WILLIAM J. KELLER, SR. & DEBRA M. KELLER E LOT 8 "SUMMIT ESTATES, SECTION 1" =`a At East Marion, Town of Southold a Suffolk County, New York o: e County Tax Map DI.,Ut 1000 s-,D� 35 emm 8 5.12 FINAL � UF2 �/EY 0 S MAP PREPARED NOV. 27. 2001a3e SCALE 1" = 40' FSaa JOB NO. 2001-0448 343a p - ,naxuuexr 111 0 - u,onuuExr round A - srnxe se* ♦= sru,s vauxo DWG. 2001_0448—final , s PROVIDE SMOKE-DETECTING L -L % s ALARM DEVICE8 I I 111 11 LL .� L' 1L� LJ L J LL �'I_ L L11L J-L J- Z —^, AS TO PART.721.1 AP k AS NOTED LJ L LL 1J 1LW1 J _ JL1 i LIQ L� U-L I !L_I' L 1 I L N.xs BUILDING coDE DA�� i a. .. _ 1 L ti 1 i,. Bn LJULL_L L LILrJ LLJ-L � I h� NOTIFY BUILDING DEPAR A 11 If_ - LL1 L_1L �!iLLLL�L -Li LL-L 11 I.II- i.L�. LL ti:�1�L�i-L� ,1 �- -�1L11--r:_�i _� 1., 11 LLL-1: I� L ' ,I - �.__. :-,'-'�l 11-L�' LL"�-1�_'J--L�--��' 1' L- 765.1802 9 AM TO 4 PM 0 THE �_ LCL_ LL I I _ 1 LL!L1,-LILLI] L! L_-LI L u 11 L �_I � FOLLOWING INBPFATIONS: L �J� ILJ ILL, �� JII ' ! , L I-lL 'II_u uJ JI a Ij� PROVIDE OPENINGS FOR t• FOUNDATION • Two REGUIRIp I� . 11:x;-.L, a_ _;, FOR POURED CONCRETE L L_�LLLLL'-I,LLLIJ L -L LLL L .1 1 LI__LL Imo_�i _ 1 EMERGENCY ESCAPE AS P. ROUGH - FRAMING A PLUMBING _LL ill I LOLL L LLL1_I LJ 1 LLLL _.1L_I _ REQUIRED BY PART. 714 OF 3 INSULATION L L I OCL-uLLI 11 ILLL _I: dill ;L_I - - N.Y. STATE BUILDING CODE. 4. FINAL • CONSTRUCTION MUST BECOMPLETEFORCA LLL L- ILLLLut=LtL I-'LI- � LLL LI-L1111. .Ij_LL i ALL CONSTRUCTION HALL NEST L U L_11 llILLL LLLI III I-II -L--Lli L � ' -� ___ i - THE REQUIREMENTS OF THE N.K LI LLILLi-TELL ,�f—'L LI L STATE CONSTRUCTION E ENERGY J_LL .-L1�i-L ILLI L1IL: -- pERtypS ' h CODES. NOT RESPONSIBLE FOR L :�L �I_;LI•LL,_1UI ._L If f f u-1 II LILThSILL EEOUIREp DESIGN OR CONSTRUCTIONERRORE I LI I--]11 ,-LLLLL !_LLL.LL L 1-I_._I L L .__,IL Ali -I L-��_u . i_. -_._1 1 4•I� �n LLLL_ LL!L'1LLLLLL L L -L 1 L LILL DO NOT PROCEED YATN FRAMING UNTIL SURVEY OF FOUNDATION LOCATION DE 314 HR. FIRE HAS BEEN APPROVED. �i - -- - SEPARATION TO 13 ® - 717.3@ (1) OF TE BUILDING CODE. PROVIDE ANTI-SCALD AND/OR o THERMAL SHOCK PREVI`. NTING PLUMBING DEVICES AS TO PART.902.6(x) ALL PLUMBING WASH NX STATE BUILDING CODE •WATER LINES NEED FONG BEFORE COVERING -- - - - -- ------- - -- ------ -------- - ---- - - ------ -- --- -- 1 I I 1 1 I I I H coppertubMg bused I I OCCUPANCY OR for water distributing L system;plpi shall Do USE IS UNLAWFUL oftypeaIcin REAR ELEVATION WITHOUT CERTIFICATE SCALE I/� 1 _ _ _ L_L _ _ _ _ _ _ _ 1--_-a 1 1 OF OCCUPANCY - - - - - - - - - - - - - - - - - - - - — - — — - - - -J- - - PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE R I E)ff- 5 (PE ELEVATION CERTIFICATE OF OCCUPANC SOLDER USED IN WATER e6ALE: /4"=1'-0" SUPPLY SYSTEM CANNOT EXCEED2/100F I%LEAD, TOP OF G111i TO 6E MIN V-OR06 IWI H IN THAN ANY ROO' -fli la-OTMAN N CHIMNEY ALL FUEL APPRVD METAL FLUE SELF FLA5HIN6 METAL GAP y" TRIM Z 4 kkF-- TYP SIDING 6J WOOC' GIIASE ~ IILL I I�. 1I 'I iL lit '� ' ' 'L_L 1 ' ' 11. ' I ' JL 1 , Lill � I LL11 LILT I� 1 . iti'L- 11`l L, L 1 L 1 J _ L ,_„ J J , LI .t L I IJ1 ' 1 _- -1 �WLI 1 I11�LJa11 �L LLLI L ' ' I fI' �J _LI 1 �Li 1111- -'�-1 �I 1 1 1 1 I :I �� L- L 11 j� uJ1 LL ll 1 I_1'_LL J L LLIL lh, !.I �I1L _ LI_IIi-��J J ILII IL'r_.IL L 1.1� L1 111 I ' I 1 L � I��i i 1 v- IU_J� I I� L_ll� LCL ll � �� l �_,_. 1 1L'��I��.J.i I l� .,i-.�L LI�. ;'L�i 1 .!. I� I I I 1 —.— - -ii�111�_1_L1-J1-�. Ii-. I _li �L)_1.�- �L y' L_111i!. J� L1i- _ L �� 1 1 ' '� LLL _111, _LLL L1. 1 L , I L �L I- 1LL__ L- I L_L, L LU�IL J LL I L TILL-L_1L i -Jll-L-1,L 1 L 11 1 L L I I i L I L J JL L l. _II !�LILILJ I 1llL 1 --L-LLL I _1 1,'I 1L�I I J1 '1 .L LJL_:ILL LILLLLLII L ,SIJ J 1' a_I ILLI ILS L_' '' ' _LWL L 111 - L' 1 LLI.1 l .'Lul l L IJLLLLL L L L L-Ia_L L IL 1.L u1 �L1L J L 1! 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'LL _L-LL LLL _l 11L1L-1� LJ 1': .L L-LLJ c '_ 1 Jtli 1 _L ' I ! ll1A � I , ® ® F1 rj -- -— --- 281A [?SMT SASH ..___.____ 0 LRE4 EU` AC ERAr II I 11 r r I 11- - - - - - - - - - - - - - - - - - - - - - - - ------- rJ �- AX J I 1 ] C 11 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MA% 30' - - - - J 6TEF FOOT-INC, LEFT s 1 DE ELEVATION FRONT ELEVATION PROFdS.�(QKY.1j,,,fRAL DESIGNED BY P OdECT. ",t OF Ii x�" fTr 'cE . .. ..Iljr SOUTH PORT DESIGN pR0p0 p 2 STORY FRAME ��Iy� D` �F 1101J5E 1,977 S.F. LIVING �D�"{//�, 426 SOUTH COUNTRY RD. BROOrJUVRN N.Y. 11718 =i 11111�'i• '� .r no. BUILDER MODEL' SOUTH PORT BUILDERS WEPOEwoop Oa - ' ONIALDwc No wlwnfa, BBIONR• e`�t" Dwc. .YI1N SCALE; Va„vY�,, DWG TITLE r. ass SOur''CON . 1ROAD ELEVATIONS 1OF4 BROOKHAVEN, N..Y.�,11717 FILE G.1•FE-D DATE. 7-4A-% , ' J i LINE OF LGA DE 5EE PART PLAN �� ✓� 4" Z'-11" # 4'- -- 1 - — -T MI R2 A M NOTE - - - - -- � 7 L'- ' 5-� - 3' v080 SLD r - - _-- 'x9 /2" MICRO LAMS p (2) x.12 HEIR S - -- 60LTEP W/5/8' mRU NITS -- - _- _----" 2 ROWS I OL STAGER TOP P Fo &/ r0 BM OTT MIN 2 1/2.. FRGM EDGE TYP MIN A' GEARING EA. � 1 30 p 3&CFO ao Do LEND WITH MIN (3) 2x4 POST _ _ - - _ - _ - - - - 1 �Jrsl� uR r t7U r 'x15' 2B 25 � if. O � p - _ V tl Jf; 6 aArh 0 6 i STUDY/GED RM Y` rl DINING RM. of � I I I \J � I — �o a2A �rCP �1 ' _I I `I vl E � N g � l/ - HER VOI (2) 2x0 SEE MICRO LAM NOTE 5 V' TYFr CEILINGS N —5/4°x6" LLA h s < `-� - - - - - -- CJI (2) 2x8 HDR V v �� LLN S4 3 s 3FS O N \\ p ELLE FROM BELAN V O O 0' N ;y am VERTICAL ESA H I r � � s'-d' oc vERncAL 42" PREFAD METAL 3 LIVING RM. F 6RFAr RM. °I FII TO tiff.-� UL LISTED & CONFORM R, Li Ity TO NYS ENERGY ORE K APfILIJAL ` V & CONSTcoJE . PROVIDE FAIFAI. PII ryEARiY1, � I I 4'x9' OVERHEAD DOOR O 4 N FAI (3) 1 3/A"x11 7/8" MICRO LTM HER I I v pA0 _- -- I�EGK PLAN 3 3040 90A0 3040 - 3o6s EXT ,l NSILL DOER 1 A'-TA" �� . 4x4 WOCP 'SCOT & WOJC RAIL oJ� COVERED 1-CWIRD WITH 2x4 TCP RAIL ,,/✓.."I/yI� AI IF A _'_x4 SFiuE RAIL WITHI AU'o IcL4 � Rr,PwacPVcla A5 srEP, TO l((__"J�flP1/►R1(�(V( N4REG 2 xl0 R TYE RULE , 1 2,N �-- --� I�0 TTA F FCacv f= RST ELCOR PLAN GAL E Iwk"= —O" LIVING AREA. 1,1(0 SF I wspN 16ARAee 491 sF lSEll POP.GH 241 SE IIp%_� 14V':3 a 1,892 sF Y 911E G4nE 1 ERw1uc ARS a _� 1'Aw+ 114+v �L11ER�L NOTA` NOT TO AL SCALED USE DI IJENSIONS ONI b ALL HEADERS ID BE (2) 2'xe" UNLESS NOTED OTHE�WISE _¢L:R �=A .I"w 4"s Dv -IFAS I FIR ,;1GR CHAD CHECK ALL DIMENSIONS AND CONDITIONS AF LOH SI IE API: DISCREPANCIES OR OMISSIONS FROM PLANS 7 ALL WOOD FRAMING. INCLUDING JOIST, BEAMS, POSHI STUDS, 4's� INTO AFPRARD ,IND/OR SPECIFIC/1TIONS VUST BE CALLED TO THE ATTENTION ETC, TO BE HEM FIR NO OR BETTER UNLESS OTHEIWISE ENERGY NOTES PFIG SY51'['bl CF FHA RECORD �BCHUFCT/ENGINEER AND SAME CORRECTED NOTED WITH Fb=1200 P SI, SINGULAR, Fb=1400 P 51 REPETITIVE WITHIN I5) DA,c AFTER CONTRACT AWARDED OTHERWISE 1 THESE DRAWINGS CONFORM TO THE REQUIREMENTS OF THE N 'I.S. HM, F TEEFJ INTRA( -OR WILL BE HELD RESPONSIBLE FOR SAME 8 WOOD IN CONTACT WITH MASONRY, CONCRETE, OR EARTH SHALL ENERGY CONSERVATION CONSTRUCTION CODE FOR RESIDENTIAL , ' IF IH THI 'LH E JF I ONSTRIJILTIJ'G A C.NDITION EXISTS BE TREATED TO A MIN NET RETENSION OF 401bs GCA PCF OF WOOD BUILDINGS THREE STORIES OR LESS M HEIGHT _ /� wdICH CI ,ACRE S WITH ;HAT AT IN❑.ATED ON THESE PLANS. 2 THERMOSTAT OR TEMPERATURE CONTROLS SHALL NOT E%GEED L I ) I� �� L F- Irlva-FFAlyll 9 .101ST HANGERS, ETC TO BE 'TECO" OR EQUAL FOA ALL 1HF LONIRACIOR SHALL Si2F WDRP. AND DOME ENGINEER NON-COMPRESSIVE STRUCTURAL (BUTT) CONDITIONb. 75 F FOR HEATING h 70 F FOR COOLING SWITCH, CLOCK --- ShdULD HE FAIL TO FOLLOW THIS PRO[.EDURE AND CONTINUE OR MANUAL CONTROL SETBACK SHALL BE PROVIDED, --- -- - WITH THE WOR,, HE SHALL ASSJME ALL RESPONSIBJTT ARISING IF FOUNDATION SILLS SHALL EVE PROVIDED WITH INSULATION THFREFROPI THE FlICINEFR SHAIL NOT RC LIABLH FOR AN LOSS AND ALUMINUM TERMITE SHIELD 3 CONSERVATION AND SHOWER FIXTURES !SHALL BE PROVIDED WITH OF .'ROLDCIIVI", OR DELA, .LISTS DISC TO 06CREPANCIES IN CONSERVATION CONTROLS NOT TO EXCEED THREE g,pN - THC PL,UC GOT A AnNG BEFORE THE START OF CONSTRUCTION 11 SMOKE DETECTOR ALARM DEVICE SHALL BE PROVIDE ON EACH 4 INSULATION !, VAPOR BARRIER SHRILL BE INSTALLED TO PROVIDE ' ,-F I _ _ `ILk iiµL Fr = 111 FLOOR OR ADJACENT TO SLEEPING SPACES CONTINLIIT'r AT SILLS, CORNERS, PLATES ETC LUPI TNA F' AND ' C PLATEII CUB r'L NTRACpJRS SHALL a -F -Pe TE i Fia [ I .:P RF EF RF WI PUN IBLF FOR CF FT- TEN GRACING AND E BRE TING S. SEALANT L WEATHERSTRIPPING SH- LL A PROVIDED AT WINDOWS ' e.. E r n[ E [s, oc - - AL� WITS, CUFNG 'N TRUSTION AGAINST DAMAGE BREAKAGE 12 WINDOWS INDICATED SHALL BE AS MFG BY ANDERSEN CORP DOORS, SILLS. CRACKS, JOINTS, WALL PANELS, WALL PENETRATIONS T I EFInFI "ALL T -1" F=1 �'�'-.L I� -�� 2-. _ iOLLAI; DAL C'_.T.-FTIOI,S, AUD DSALIGLMENT ACCORDING TO ALL QR EQUAL WITH HIGH PERFORMANCE GLASS (U= 25, R=4 D) AND ELSEWHERE REQUIRED TO PREVENT INFILTRATION, ar_ .A_JE 'LIE pnTlic !sEc -_ _ p$OP' /0 $E' DE IGNED Y: - :PFIKAPLE LJ T`, S1�NDARDS AND GOOD CONSTRUCTION - - - � ' �OTl 13. NO CONDUITS, PIPES, CABINETS, ETC. SHALL ENCROACH UPON 6 INFILTRATION RATES SHALL NOT EXCEED r m P sa .33 v1-1pl S PROJECTI FRi,C LLL] ANT FIRE WALL OR FIRE RESTRICTIVE PARTITION. WINDOWS - 5 cfm/Imrt -F^ HE-�DERS LHF .+fl 4E.-DFNC SJV OF 4%oj L IF THE R D-IN . PLUNGING LINE A/C DDCTWQk1, OR SLIDING GLASS DOORS - .Sdm/s9 « L NE ,.L_E F - ; F =o E , D -j �� ••• ••"�a- ; SOUTH PORT DESIGN pROPOSEP 2 STORYI ffRAME 14 ELECTRICAL DISTRIBUTION SYSTEMS SHALL COMPLY WITH THE SWINGING DOORS - t U cfm/sq i[. � . : I . ,d tie, .i, � � L_5 5 ,aLg_p 5 � 4 •N�A�G` " �. SIMILAi uNLnn REJWE'e. THF GUTrING OF ANY STRUI,TURAL L-- �� e �+ r p (63 1) 2 6-2'200 . 'eI ocrx 10 L x e a_ - o e .uJ f �i 426 SOU C LINT Y 8 00 8 N.Y I!T D MOUSE 077 Sf. LIVING TI, NATIONAL FLECTRIi AL CODE - ' `-I M^ TEN TS WLAS BC ARING WILL .`,IU05, HEADERS ETC ) ]. GLAZING SMALL BE INSULATING TIRE WITH MAX U-FACTOR OF 39 - -- -- _ THE L 11WEER bbJET BE OfJTIFED FC I,PPROVAL BEFORE 15 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE B. EXTERIOR DOORS SHALL HAVE MAX U-FACTOR OF 58 D rL' F"- P-" L1= -5 e-E ALL LRLINTEL: IG Su:PURE? ArE�ACB "rF0 L H,VEp[ HEALERS OYF- A4_ 'eLJL _L =F?: 1,.1 �M1� �' �.N'. Ji Urld n1A� BE ?OIJE NEW YORK STATE BUILDING CODES, THE NEW PORK STATE BUILDER: MODEL: BUILDING CONSTRUCTION MANUAL, AND THE NEW YORK STATE 9 FOUNDATION WALLS SHALL BE INSULATED WITH R-10 RIGID INSULATION ADD PARTITID16 DFEUT mS�U Il-FSF UTHE,vISE NO-ED D'I -LENS �'r�` x�FF lii� i.p fie•+� U Ypf R �+ ]/f /f�,_� / /,p A/� OPE PF, _RI Ar HI Tc I.EN GIINEER R J DNDULTANT$ ARL ENERGI CONSERVATION CODES. MIN 24" BELOW GRADE, UNLESS OTHERWISE SHOWN CE I.EF e Fez i8'r� IIIlLS @ -ELLA2 WINDOW'S TO nE G-1 2' J I - o %��Np D¢B354 f�F,� ��'" T � T BUILDJO,A {/f V' M/"1'� 'M6Fyyr�.." - -IF�T �r�ImHLc F..R SUPERbuIUN IN F _A,N, CR /fix Q(f Y `LR�,�, O -nLIIIVIC-HACON rHh CONSTRUCTION rRwa - WILD �y'FS$,I(Ac�p�`. . DWG, JOHN Is 1 GALE:��".." " DWG I + ,,p'.,' T'' /' {�I /� -PWG NO. I1, . 426 em. CDL'PNTY, ROCU FILE: G _IIS DATE: 71P-'"14 I IR6I ff,-0(' R, ' ELAN OF 41 1 BROOKHAVEN, N.Y. 1177$ r r ✓ ^ r '. ; V (2) 2x12 RIDGE _ - r " x41 �t'k !, ° y�,�.'l, a WITH 9/4" PLYWD 66RF & 60NTIN VENT t J s't n ga. Frye 1x4 TIES i" GG - ' w y 1 2x6 RR 12" 06 R-9 6ATT5 INSIL +J i� W/WAFILE CPS " + 295 LB ROOF SIN(LE5 FLR VENTING k✓ '(yr T ✓ 4��.Fi 15 LB FELT PAPER 2xA STLP TIES 11' 0.: 7116" OSP SHEATHIIJ6 9 6ATT5 INSLUTIOJ 2xe, RR Ib" OG R-i ✓ r "' r: LEADEX b FA561A W WITH 2x RS & WRER5 VENr5P VINYL SOFFIT Z v'J O' OL 914" T&6 056 SUE, FLR. e" anL R-9 6A77S IN5(1-ATION "n 'ry:(^F,"., ' VINYL SIPIN6 OVER 2' / 5/S' TYPE 'X GYP 6D SHELTER WRAP OVER /2V 05p SHHEATRR Eq IN HIII ~_FI TO ALION FLOORS 2 % k STIp'S ® IG OG. HOJ5E HA5 2%IO FJ WITH R-19 6ATT5 IN 6ARA02 HAS 2x12 6J IL - - J40 3040 9 AO ! 40 2.6 66A SILL PLATE r SILL IN5UA TION OVER TERMITE SmEo WITH I/2.' �IS" ANCH6R 60.T5 r ID F-F PL FOJNPATILIJ WITHu .c d'%5PL FOODNG oAMPROL>` 6N WALLS C�ARAC�E sEGT ON M x o2 *� it w g 6OALE 2x¢ TIE!6 O FJ TO RR, r SEE ON THIS PAGE ® r ✓ V arAr ' in vy r b" Wer ww.L rm a` �p F A 1% — - - - - - - - WALK-1 -pq - AdJSJ 2x12 RIDGE O & GONT , a ' VENT I RR EA SIDE 6F � - // DORMER TYP - - -" _. - - y' 1 _ 2 IZ 15 LD. FF1T PPSHI S l 12 2xk TIES I6" 0G I(I�7/y 056 511EATHINC^ p VAU_iPD Olo. 295 L6 R06F SHINGLES % :! X b R/R 0 Ib" OL ��MEy� S�iT�� = OVER FOYER �� k 15 L6. FFL.T PPPER + _ BELOW100 b .7/Ib" 05$ SHEATHING r , I2 'd' 2x6RR Ib•• O6 I ,. . ZX / _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ ,--. _ .- _ _J +r, ==_Lmj 5 c-J Ib" UL TYP oHV, R-9U 6A175 IN'.AA..ATILTI u 264,° 2640 26-40C : % b FA561A W WITH IIP2° 6YP5LM 6D FINI5n 'WALLS & 6EILIN6 TYPT E0716 A0 9 LEPLERS & 61JI7ERs NA -IN r vENfEO VINYL s6FFIr MASTER 6EPP09,A IL yk" 2 4 2x6 RR 16" OL J)"x" 2x4 G6 W, OL ROOF EE LOW RO6P BELOW Ir} 2xIO 61 IG' OG ('x6 FALIA BD L - - - - - - - - - - - - - - _ - - - - L 914" T&6 05B Sub FLR, y. R VINYL 51PING OVER 1/1' (2) 1.12 51PPFR x SHELTER WRAP OVER v WRAP W 3 k" PLYWD GOREZP - SEGONP FLOOR PLAN 5 1LVIF dr WITn4 STLtyS 9 [61N kxk GGA P05T SILL ry 'I 1x0 - 3�4" T&6 056 `'Uf, `LR ? ., f SILL INSLLATION OVER 2xe GGA SILL PLATE v N p- TERMITE S111ELD WITH ! z _ �m I/1"x18' AN0109 60.T5 LINe GRADE3 _ (9) 2XIO GIRDER ` — w/(2jzx8 epR 4"o STEEL LALLY b0L =ID— ID I- -I 0"e PG F76 - l� r 8" PG FRINDATION WITH Z E LA }�. ,+ I 16'x8' PL F001IIJGS � A�Y�Tc DAMPROGP OJ WALLS FOOTINGS TYP ; s �a 2A"x2A'xl2" PL I y. r,. 4" P6 FLOOR SLAG TYPICAL SECTION M PROFESSIONAL SEAL DESIGNED BY PROJECT "orr`o 4,„, SOUTH PORT DESIGN PROPOSED 2 STGRY RAMf! A�4 \U.RM C.• J-'% (631) 286-2200 HOUSE 1,977 S.P. Ll�✓I�iC 1 � 4PS SOUTH COU TRY RD., BROOJC9AVEN N.Y. i 171 •3in i' `y, ' •• .r BUILDER * y yt1 MODEL: �T• c r..:� rV sr ' _ r;,; •r,,' �,� , , ..; SOUTH PORT BUILDERS GfiPE MAY MODEL %�pO 06f15::••�H�� DWG. SCALE: DWG TITLE 'Ntl w wILL�aot. fSgpAM� ,s� GI1N DWG k 42BSO rauN,TaaltgAo PLE: c _16 DATE: - Znd PLR. PLAN & � GT�ON�a aM ” BROOKHAVEN, N Y. 11713 -->•.ms+ ...7a. ... 'r-P+Iy.' m.� .i . yr .,e ..�_... - - F I' JIT To V f I Z_ O.. T-4" 2, .d N ._ NOr611 FOR DOOR - �I r - _ - - - - - - - - - - -� . I ii CELLAR old g S'-d' HIEN 6EILIN6 x - 'v III q 0" (R-19) 15ATTS IN FLS OVER N � A" PL, S.AD ON #la x #10 ° L — — — — — — — — 6" x b' W WM ON 4 MIL LINE GF DECK _ 9 PO-Y VAPOR 6ARRIER I J L (2) 2�Iv 6IRPEE TYP E -loll a o I I & TAMP FOR �) lxla 6oR. f l �) 2xlo 6oR I �) 2.10 cflR UNEXCAVATED F TWO GAfZ C�ARAC7E N s"o oPIA6H e FCR PCRLN -' -�— — ILL _ J L .� - - L - L A" PC 6LA15 ON #ID x #10 2x10 61ROER iYP r RRIER OR P60EQUON 2A'x2A"x12" PG Ffb — ��`—(GPEN N61N6 Ai STAIR 6'P�' WWM OVAPOR N A MIL T L Tl OR STEEL LNJ_Y V'4.jV6OLUMN 7x8 LF�6ER CD b0. ED TA1dPO0 MONO POST- "AOd' SERIES \� L EE DN r o a \ — � YI I TO FRAME rr ' PROVIDE 100 Sa FT L � OF 5/5" TYPE "X" F.G. C� U 6YP. BD. ABOVE BOILER UNDER &ARA6E DOOIR5 m 9 MuTOP OF WALL N Je — L --- 8" PL. PTD WALL ON IS" ANI POETS S'-0" OL & 12' FROM ENDS b"xb" DP PG FTP. — — — — — — — — — — — — — AND ALL CORNERS TYP— . . PECK PLAN - - - - - - -Q - - - - - - - - - - - - - - pax ra FRA - - - SCALE /A"=1-d 2x5 LX FRA ED 50.7ED I ME I dim PFT6 OOVERED PORl,N LL` _ _ i� (2) 2x10 61RDER TYP — _ — 1=OUNPAT I ON PLAN SCALE Ill CONCRETE IJOTE'S 1F �.:_ ICNCRETE SH,,LL BE 3000 PSI E=PmE� 'D WZATHFA SHL B:. A I�2E NTRAIIJED ALL WORK EH,-LL CD11FDKI TC ..C! CODE 2 REINFORCENEH SHALL FONFORH TO ASTM —Al G5'ADC 55 .I CONCRETE CONTRACTOR SHALL COOPERATE IN SEFTIIIG ALL 41CHORS. INSERTS, BUL'S, SLEEVES, ETC, HS REVD IRED B1 OTHER TP—DE: HE SHALL VERIFY THE DIHENS70I1- DF AL- SLOTS SLEEVES. ET-- BEFORE SET-i PIG FORI,S, 5. ALL FOOTINGS SHALL BEAR DIRECTLr ON J, DISTLRBEE SOI[_ F,FV11I1, A IIIHIMDII SAFE BE,PPIG CRPPCIT( OF 2 TONS PSF AFL FOOTING' SHALL BE POURED ON A _EVES SURFACE CONTRACTOR AS$W'ES FJ-1 RESPONSIBILITY FOR ALF VERIFICATIOI', DF THE SSLI<ED ',PE _OP BEARING VHLUE c ALL FDDTINGS TO BE CONTINLOLS ALL OPEIJINGS IIJ CDHCPEE WALLS SH',LL H-JE 1'11ll c-45 T B EeTENDED 2' -O PAST OPENINGS EACH SIDE AND 2-F5 VERTIC- EACH SIDE EKTENDIwG TO END SUPPORTS 6 PROVIDE 1,2' E'PANSION JOINT NATEPIAL BETWEEN P C SLFBS Af.D FDJRLENT CONCRETE OR NASOWR', WALLS T,P PROPESSLO u . SEAL DESIGNED BY: PROJECT. oti SOUTH PORT DESIGN PROPOSED 2 STORY FRAME (631) 2e6-2200 1101. SE 1,977 S.F. LIVING 426 SOUTY COUNT Y RD. BROO YBN N.Y. 11719 - y A BUILDER MODEL, - �;, ;a ,A .: SOUTH PORT BUILDERS GAPE MAY MODEL "i)" WILLIn�P/ `L` DWG SCALE' „�,�„ DWG TITLE DWG NO 426 SOU I d4AD BROOKNAVEN, N.Y. 117113 FILE: GAPG-IP DATE: 7-L-AO �OUNPAT I ON PLAN 4OF 4' BRAVE ' Z7%If F1 z ] V 12 __ ._ - _ _- _ _ o 4 LEE Fu � w - - - - - - - - - - - - - - - -- - - - - - - - - - U z W L "' ww � N - L = � > L 1 F- Z z v -1L - - - - 1 - - - - - - - LU cc C) —0 LL REAR ELEVATION o ZLn SCALE: I/4 = 1�-m' RIGHT SIDE ELEVATION m oC w ro o SCALE- 1/4' = I'-0' a r a TOP OF CHIMNEY TO BE MIN Lu U O 2'-0' NIGHER THAN ANY cr) H m ROOF WITHIN 10'-0' OF CHIMNEYo d F-- Lu ir BALL FUEL APPROVED METAL FLUE Q — Lf (LASHING METAL CAP v 12 --- - I' x 6' TRIM - 12 �12 Z 41/2 — __- -- --- _ .-- - - - — — --- -- - 0 CIO Q — — Z 0 LLI - -- - - -- — - - 0 °o ---- ----- ---- -- 20 - -- - — LIJ- - - - - w C 2 -_ _. - _ . Lu Lu 4 CL IMF U H CC a EU O c � - -- - - - - - - — - - - - V-4- - - - I'-4' 55MT SASH c o GALV. STEEL AREAWAY OF 02NN OPS AS REQ BY GRADE J a NEW M I I I I I I I I J rJ I- - r - r � � - - - - - - _ _ _ _ _ _ _ __ _ _ � � J -1F LEFT SIDE ELEVATION FRAONT ELEVATION OF4 SCALE: 1/4' - 1'-0' 5CALE 1/4' - 1'-0' w �hl3f / `—LINE OF CCA DECK \ r BEE PART PLAN l z Z 22'-4' F o z z p B'-0' Y-4' T.O. 1'-4' 5' 6' 0' 4' 3' o a 3 -6. 3'-6- MICRO LAM NOTE m w a o 6'-0'X 68''- SLIDING DR (3)13/4'X 91R'MICPoO LAM5 BOLTED IU1518'lVlfdl 18' 0' (2)2 X 12 HEADER BATS 2 8015 TOL STAGER TCP TO BOT MN 212' am a, c FRGT9 EWE TYR MM 4'BEARTYs EA ETD ILITH MN 8 6 �+ +y (3)2 X 4 POST 3'-0'X 4'-0' 3 0X3 0 0 V O 0 - - - J 0 _ a J � � � � 22'-m• - =9 SWYaEARXM DMMr's I . a = O p 45 ca U o x r Lij 2'-10' 5'-0' 3'-2' a REF. ;o —5/4' X 6' CCA DECKING_— e Fx�SD - - - - - _ 6'-8'BYPASS �y — — — — — �y50 4'-6 IR 2'-I0' T-8' ^, 44' TWO GAR Gz4RAGE - - - - a SEE MICRO LAM NOTE "' _ (UNHEATED SPACE) o 5/8' TYPE 'X' GTP. BD ON IL) Z 4'-4' 5'-012" p-0. WALLS 4 CEILINGS LU r N e w m W ED — m a o x FFLLUE FRROF BEHEARTH 3 = Z Z a LIVINGS ROOM J FIRESTOP CHASE U Lu m 92 UO O 8'-0' O.C.VERTICAL _0 H Q W GF EAT ROOM =° 42' PREFAB.METAL .2 cc 2 X FIREPLACE TO BE g U 0 cc UL FRW4 3 a 3 UL. LISTED 1 CONFORM w O 0J� p a TO KY.S.ENERGY CONS. Q F- Z o ry 3 c �• ! CONSTRUCTION CODE O ? LEI ,� cli H O 14' X 9' OVERHEAD DOOR � 11J m rL In m g `� (3)1 3/4' X 11 l/8' MICRO LAM HDR _ j N N 16'-0' 9.412' DECK PLAN 13'-412' o W U O co SCALE, 1/4' 2 1'-0' rc = O w 3-0X1-0' 3-0'X4'-0' 3'-0' X6'-8' EXT 3'-0'X4'-0' 3'-0•X4'-0' W d ~ INSUL.DOOR VCNr ll'd1 FOG 0 Q a 8'-3' l' 0' 4'-10' 4'-0' 14'-4' 4'-C' y �p�� 4 X 4 WOOD POST 4 WOOD RAIL COVERp ED I ORCH o 3'-0' HIGH WITH 2 X 4 TOP R41L AND 2 X 4 SHOE RAIL WITH i3 L wJaT _ } SPINDALS o b' O.0 iYP. GRADE AS FSO (2)2 X 10 GIRDER NP. �iv4"qn/4•v /4w 0 � w �5�w �� I 1:"v / w II/Rvx m Q we fn uj LLj B'-b' g'-5• 6'-4' 8'-5• WA`ktP 40'-2- 7'w 'I/4w r� II/4w Z ❑ 22'-4' 7m 1 09 I rug 4 I 06 II/7W II/7w w II/2W /7"w ' w Ivaw w J � ' - W uj Q C FIRST FLOOR PLAN - - � w _j SCALE I/4' = I'-0' IAv Inv 1 Tnl W Q W AREA CALCULATIONS WA9LR Il/ lw II/4W sv w r - - - - - - - - - - - - < Ui LIVING AREA 1,160 SF GARAGE. 491 SF bl n.�% 9 PORCH 241 5F 'I"w I.LFI,OGR 9 A3 _ ENERAL NOTES ENERGY NOTES 18925E c,o 1. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY 6 ALL HEADERS TO BE (2) 2" X 8" UNLESS OTHERWISE NOTED. I, THESE DRAWINGS CONFORM TO THE REQUIREMENTS OF THE NYS. 10rafvavEP CONTRACTOR SHALL CHECK ALL OR OMI ONS AND CONDITIONS AT THE ENERGY CONSERVATION CONSTRUCTION ODE FOR RESIDENTIAL Io NrvV5➢M JOB SITE ANY UST BE CALL OR OMISSIONS FROM PLANS AND/OR 7. ALL WOOD FRAMING, INCLUDING JOISTS, BEAMS, POSTS, STUDS, BUILDINGS THREE STORIES OR LESS IN HEIGHT- SPECIFlCATIONG MUST BE CALLED TO THE ATTENTION OF THE RECORD ETC TO BE HEM FIR NOARCHITECT . 1 OR BETTER UNLESS OTHERWISE NOTED PLUMBING RISER AND SAME CORRECTED WITHIN (5) DAYS AFTER THE WITH Fb=1200 PSI. SINGULAR, Fb=1400 PSI. REPETITIVE, 2 THERMOSTAT OR TEMPERATURE CONTROLS SMALL NOT EXCEED 75' � Im CONTRACT IF FOR COOLING SWATCH, CLOCK OR 0A RESPONSIBLEE AWARDED OTHERWISE THE CONTRACTOR WILL BE HELD F FOR HEATING AND FOR SAME. e W000 IN CONTACT WITH MASONRY, CONCRETE OR EARTH SHALL BE MANUAL CONTROL SETBACK CK SHALL BE PROVIDED NOT TO SCALE �U\y�0 GEp /�� TREATED TO MIN NET RETENSION OF 40 LBS. CCA P.C.F OF WOOD. 2 IF IN THE COURSE OF LDICATE TION A CONDITION EXISTS WICH 3 LAVATORY AND SHOWER NOT TO SHALL BE PROVIDED WITH ¢ G 1 O 2 DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE 9 JOIST HANGERS ETC TO BE 'TECO" OR EQUAL FOR ALL CONSERVATION CONTROLS NOT TO E%GEED THREE C.P H * ` CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT NON-COMPRESSIVE STRUCTURAL (BUR) CONDITIONS SHOULD HE FAIL TO FOLLOW THIS PROCEDURESIB ILITY ARISING AND CONTINUE WITH 4 THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY INSULATION & VAPOR BARRIER SHALL BE INSTALL TO PROVIDE 10 FOUNDATION SILLS SHALL BE PROVIDED WITH INSULATION AND CONTINUITY AT SILLS, CORNERS, PLATES, ETC. SUMMARY TOTAL THERMAL RATING TYFiCAL HEADERS THEREFROM. THE ARCHITECT SHALL NOT BE LIABLE FOR ANY LOSS ALUMINUM TERMITE SHIELD THERMAL TABLE M0270�0 P� OF PRODUCTIVITY FOUND OR DELAYFORE COSTS DUE TO OfSCRECONSTRUCTION IN THE 5 SEAL-ANT & WEATHERSTRIPPING SHALL BE PR'WALL P N WINDOWS, ARIA(5FJ R VALUE U VALUE RATING USED SPAN HEADERS SPAIN HEADERS �OFNEW"O PLANS NOT FOUND BEFORE THE START OF CONSTRUCTION I 1 SMOKE DETECTOR ALARM DEVICE SHALL BE PROVIDED ON EACH DOORS, SILLS, CRACKS, JOINTS, WALL PANELS, WALL PENETRATIONS UP TO 3'-6' 3. THE CONTRACTOR AND/OR RESPECTIVE SUB-CONTRACTORS SHALL b' FLOOR ADJACENT TO SLEEPING SPACES. AND ELSEWHERE REQUIRED TO PREVENT INFILTRATION. ROOF 1,160 5F R 30 U 023 I1 6-3 (2)2 X 4 -0' (2)2 X b 1 4'-0' E RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL 12 WINDOWS INDICATED SHALL BEMFG BY ANDERSON CORP OR 6- 5'-0' Q)2 X 6 8'-0' (2)2 X 10 WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, EQUAL WITH RICH PERFORMANCE GLASS 6. INFILTRATION RATES SHALL NOT EXCEED. NET WALLS ,691 SF. R 13 U 028 19 6-1 (2)2 X 6 6'-6' (2)2 X 8 SS (U=25, R=4 0). WINDOWS CFM/LIN FT. WINDOWS 241 5F R 256 U 039 21 DOORS 168 $F. R 1.12 U 058 18 6-1 1 COLLAPSES, DISTORTIONS, AND DISALIGNMENT ACCORDING TO ALL SLIDING CLASS DOORS - 0.5 CFM/LIN FT APPLICABLE CODES, STANDARDS AND GOOD CONSTRUCTION PRACTICES 13. NO CONDUITS, PIPES, CABINETS, ETC. SHALL ENCROACH UPON SWINGING DOORS - 1.0 CFM/LIN FT, FLOORS 1160 Sr. R 19 U 025 0 6-3 ANY FIRE WALL OR FIRE RESTRICTIVE PARTITION. ALL LINTEL$ OVER(2)2 X 8 SHALL END. NAVE A MIK OF (2)2 X 4 JACK 4. IF THE ROUTING OF ANY PLUMBING LINES, A/C DUCTWOSTRUCTURAL OR 7. GLAZING SHALL BE INSULATING TYPE WITH MAX. U-FACTOR OF TOTAL THERMAL R411Y 141 BEARING SUPPORTS AT EACH END. PROVIDE HEADERS, OVER ALL WALL SIMILAR UTILITIES REQUIRES THE CURING OF ANY STRUCTURAL 14. ELECTRICAL DISTRIBUTION SYSTEMS SHALL COMPLY WITH THE 039 AND PARTITIONS OPENINGS UNLE56 OTHERU15E NOTED ON PLANS COMPONENTS, (JOIST, BEARING WALL STUDS, HEADERS ETC) THE NATIONAL ELECTRICAL Goof. TOTAL THERMALCOMPLIES WITTING IS GREATER THAN '0' LINTE3L$ e CELLAR WINDOWS TO BE 3 IR' X 5A6' STEEL ARCHITECT MUST BE NOTIFIED FOR APPROVAL BEFORE ANY CUTTING 8. EXTERIOR DOORS SHALL HAVE MAX U-FACTOR OF 0.58 SO IT COMPLIE5 WITH THE NYS ENERGY CONSERVATION CODE MAY BE DONE. IS ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NEW OFF YORK STATE BUILDING CODES, THE NEW YORK STATE BUILDING I FOUNDATION WALLS SHALL BE IE. UNLED WITH R-10 RIGID 5.IN THE RECORD ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION, CONSERVATION MANUAL AND THE NEW YORK STATE ENERGY INSULATION MIN 24" BELOW GRADE, UNLESS OTHERWISE SHOWN, INSPECTION, OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT. CONSERVATION CODES Inv $% (2)2 X 12 RIDGE WITH 3/4' PLY'WD CORE 1 CONTIN. VENT 2 X4 TIES 16' OC. 2 X 8 RR I6'O.C. UNFINISHED STORAGE o 135 LB ROOF SHINGLES15 (UNHEATED SPACE) z z 0 B FELT PAPER a lAb' O.5$. SHEATHING 2 X 4 S1UD TIES 16' O.G o 2 X 8 RR Ib' O.G. j U I X 6 FASCIA BD.WITH O LEADERS ( GUTTERS VENTED VINYLE SOFFIT r X 1 CJ. 12' OC a CEDAR SHINGLES 8' O.H. 3/4' T i G OS$ O.IB.FLOOR s y 0 R C HOUSE 5/8' TYPE 'X' GYP. BD V WRAP,OVER IQ' 05B. SHEATHING,OVER 2 X 4 ROOF o STUDS, 16' 0.0 ADJUST AS REQ IN GARAGE 40'-2' BELOW 22, 4, o ;o FIELD TO ALIGN FLOORS _ 5 e HOUSE HAS 2 X 10 FJ. (UNHEATED SPACE) w � GARAGE HAS 2 X 11 CJ. 2 X 6 CCA SILL PLATE SILL INSULATION OVER TERMITE SHIELD WITH 3'-0'X 44' 3'-0' X 4'-0' 3'-0'X 4'-0' 3'-0'X4'-0' IR' X 18' ANCHOR BOLTS TOP OF FOX o GRADE LNE GRADE LINE 150 10'-9' I'-Ulla' w a 8' PC.FOUNDATION WITH - 16' X 8' P.0 FOOTINGS -� u / 's_ DAMPROOF ON WALLS I L ROOF w o MASTER BEDROOM e o e BELow 7 BEDROOM 02 Y BEDROOM3 - GARAGE SECTION a :X4 TIES 2' OC. FJ TO RRSCALE, 1/4' = I'-0' o 0 �y ECTION THIS PAGE U Z ATTIC STAIRS di _- ¢ t7 S a 4'-0'X b'•8'BYPASS ,r�SD Asa. obi- LLW uNj - - - - - - - - - - - - - - '� - - — - - - cc ? N 6-t6, o WOOD HALL � y bro �x�56 - - Z Z �' 6' WET WALL M R4ILING , Oxy 6' WET WALL .+ `� v U W ~ m r L - - J m _. , M WHEATEDiIA�INISHED s "J o X +b� s STORAGE ROOM ; = o = m - - - - - - - - - - - - - - - - - - o - - - U ~ LL 2 X 12 RIDGE c CIRGJALR �, = LOPEN TO +6, O O y - - Q CONTINUOUS VENT TUB BATH BELOW 7 g' 36' VANITY a K Q F Z o 9'.9' 11'-4' "' 22'-0' m LLl N (2)RR EA. SIDE OF e Irw m DORMER TYP. O BATH ¢ cr N N 12 12 2 X 8 RIDEGE WNENT 235 LB. ROOF SHINGLES 4 1/2F -_ - 12 235 LB ROOF SHINGLES O = W U O m 15 LB FELT PAPER 15 LB.FELT PAPER (2)RR EA / (3 w m 1/16, OS$.SHEATHING 2 X 4 COLLAR TIE5 I6' O.G. l/I6' OS$. SHEATHING SIDE OF 1, L_ ROOF cc F- DORMER DORS ER SECTION DOWER e. CLOSET Q BELOW O = H 2 X 8 RR 16' O C. - 1 X 6 RR + I6' O.C. I CLOSET 1Y (SLOPED GLC) O+�O TYPICAL f6� (SLOPED CLG) O 7 � Q a' 2 X b CJ. 16' O.C. TYP —� 6 �, 1 — — — — — — — — — — J VAULTED CLG I X 6 FASCIA BD.WITH WOR R-30 BATT INSULATION OVER FOYER 2'-0' IUA GYPSUM LIN FINISH WALK-IN CL05 2'-6' X 4'-0' LIMIT OF FIRST LEADERS N GUTTERS t BELOW LIMIT OF FIRST 3 WALLS T CEILING TYP. SET BOT FLOOR BELOW FLOOR BELOW } VENTED vINYLE SOFFIT �" 11 t MAS. BATH � + 2'-8' AFF Z MASTER BEDROOM a 2-b'x 4 0' r-b'x 4'-0'E — — b'-5' 3'-10' V-O 1/2' 3'-10' T-81/1' 3'-10' V-6' Z 1214 PROVIDE FIRE BREAK EVERY 20'-0' MAX m 2 X b RR 16' O.C. LIMIT OF PORCH ROOF BELOW J I .G. BELOW 2 X CJ. 16' OC. 2 X 4 GJ. b' OI X 6 FACIA BD. L— - - Z Q LLj 3/4' T l G 0.5$ SFLOOR — — — _ _ — _ CEDAR SHINGLES T SUB 8'OH OVER TYVEC HOUSE II'-I' 2'-0' 0�.6� b'-0' O O OO WRAP,OVER la' OS$. (2)2 X 12 GIRDER 11-- SHEATHING OVER 2 X 4 W/3/4' PLY'WD CORE STUDS, 16' OC,WITH STUDY BEDROOM LIVING ROOM = 4 x 4 CGA POST Q �., -i R-13 BATT INSUL g -• W Q W 2X10 FJ. 16' QC. SECOND FLOOR PLAN c 1 X 6 GCA SILL PLATE m 3/4' T ( G OSB. SUB FLOOR J C I— TERMINE SHIELD WI NSILL ISULATION R R-19 BAiiS INSULATION SCALE: I/4' = I'-0' W a I!1' X 18' ANCHOLA w R BOLTS 2 X 6 DJ Q W 9Q GRADE (3)2 X 10 GIRDER 9 4' DIA. STEEL LALLY COL GRADE (2)2 X 12 GIRDER F S' PC FOUNDATION WITH CELLAR _ 4 X 4 GGA POST I6' X B' P.G.FOOTINGS 24' X 24' X IY P.0 _- 1O' DIA. PL.FOOTING DAMPROGF ON WALLS FOOTING TTP. - _ 13'-2' 4' PG.FLOOR SLAB ..F '�. ,QEF A GE p QUO 51 is SECOND FLOOR PLAN T 4'0270Mo0Q.� SCALE 1/4'7'-O' FN 3 OF 4 � 713Sr 0 0 z = o 0 62'-6' � a_ J � � U m � Ib'-10' 2'-4' 1'-0' P-4' II'-B' 22'-4' a o 3 r a 0 0 U 2'-10' 7-10'MO 0 1 - - - - - - - - - - - - - - J - - - - - - - -� _ - - - - - - - - - CELLAR — ' s �? V-0' HIGH CEILING R-19 BATT IN5UL IN FLOOR ABOVE - - Z— 4' P.0 SLAB WITH 90 X 10, 6' X 6' WIDM ON 4 MILL LINE OF DECK e POLY VAPOR BARRIER (2)2 X 10 GDR,TYP. x T,-9, l'-9, T'-9. I B' 2' 0' a 19'-B. 0 U z m 8' DIA P.G.FTG. 0 w n cMv w I a FOR DECK m W LU r- N >rUUU 7UJ0 CAR @ARACsE m F -1 F- -1 (3)2 X 10 GDR TYP. a 1 Z } `2 _ UNEXCAVATED FILL i TAMP FOR (2)2 X 10 GDR, TYR r F- Z Z =1 4' P.C. SLAB ON hO x 90 —& O w H - L- L- L- - - 1 J POLY VAPOR BARIER I W • p 4' DIA. 5TL LALLY COL. IF - - - HI SLOPE DO,LN TO DR5 2 X 8 LEDGER BD BOLTED o = = X a TAMPCO MONO P05T '400' SERIES 1H - - _ J�(Y)STRINGER AT L- TO BOX FRAME O F Q CIA OR EQUAL ON 24' X 24' X 12' PC.FTG,TYP' STAIR OPNG TYP. - c L - - - JI L - _ Q r Z o V PROVIDE 100 50.FT BOILER O Z W LEO' o HOUSE FOUNDATION WALL • n OF 5/8' TYPE 'X' FC. GYP.BD. ABOVE w °D m 3 m TOP OF WALL EL -1'-2' r Q CC cq clJ - a O TINDER GARAGE DOORS ' W U O m wm — — — — — — — — O = q w 18' ANCHOR BOLTS 8'-0' - — — — — — — — — — — Lu d O.C. 4 12'FROM ENDS Q B' PC.FOUNDATION EALL CN AND ALL CORNERS TYP a I B' PG FTG. — — — — — — — a L� . . —- - - - - - - - - - - - - . + a a o2X8LEDGERBD. BOLTED DECK FOOTING PLANFOUNDATION P } -s_ TO BOX FRAME Z CD��p ��„� I � SCALE: I/4' = I'-0' Z I0' DIA. P.C.FTG _ O FOR PORCHZ Q m Q - CONCRETE NOTES J Q J - - - - - - - - - - - - - - - - - - - - - - - - - I. ALL CONCRETE SHALL BE 300 P.S.I. EXPOSED TO WEATHER SHALL BEW �y a j EL AIR ENTRAINED 0 Q 2 ALL WSHALL CONFORM TO THE ACI CODE. O Z Oc c 1— 00 4'-0' i4'.4`M0. 4'-0' ORK G O B 3 REINFORCEMENT SHALL CONFORM i0 ASTM A-615 GRADE 60 F- O J 40'-2' 72'-4, 4. THE CONCRETE CONTRACTOR SHALL COOPERATE IN SETTING ANCHORS, Q 0 Q W INSERT ,BOLTS, SLEEVES,ETC AS REQUIRED BY OTHER TRADES HE SHALL Z LL LU VERIFY THE DIMENSIONS OF ALL SLOTS,SLEEVES,ETC BEFORE SETTING FOR15. O U a 5. ALL FOOTINGS SHALL BEAR DIRECTLY ON UNDISTURBED 501L HAVING A LL LLQ Q W MINIMUM BEARING CAPACITY OF 2 TONS PSF. ALL FOOTINGS SHALL BE Q U {- POURED ON A LEVEL SURFACE. THE CONTRACTOR SHALL ASSUME FULL FOUNDATION PLAN RESPONSIBILITY FOR ALL VERIFICATION OF THE ASSUMED SAFE SOIL 5 BEARING VALUE. SCALE. 114' = 1'-0' 6. ALL FOOTINGS TO BE CONTINUOUS. & U) T ALL OPENINGS IN CONCRETE WALL SHALL HAVE A MIN 2-5 TB EXTENDED 2'-0' PAST OPENINGS EACH SIDE AND 2-5 VERTICAL EACH SIDE EXTENDIT.L'i TO END SUPPORTS. 8.PROVIDE IR' EXPANSION JOINT MATERIAL BETWEN PC SLABS ANDy-�EPE E P ADJACENT CONCRETE OR MA50NRY WALL TYP �� 6� n ON 0270'0 OQJc OF NENN y - 4OF4 X1138