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HomeMy WebLinkAbout30049-Z FORM IIO_ 4 TOWN OF SOUTHOLD BUILDING DEP_T.RTMENT Office of the Building Inspector Town Hall Southold, N.Y_ CERTIFICATE OF OCCUPANCY No: Z-30482 Date_ 10/04/04 THIS CERTIFIES that the building NEW DWELLING Location of Property= 155 BROA.DWATERS RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 104 Block 12 Lot 8.1 Subdivision Filed Map No_ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 29, 2004 pursuant to which Building Permit No_ 30049-Z dated JANUARY 29, 2004 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 ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to GARY M GERNS & PAMELA LIGUORI (OWNER) of the aforesaid building. I SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-98-0037 04/22/04 ELECTRICAL CERTIFICATE NO. 73724C 09/10/04 I PLUMBERS CERTIFICATION DATED 09/07/04 RJM PLUMBING I az1_1 X—e th ized ignature Rei'. 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. 30049 Z Date JANUARY 29 , 2004 . Permission is hereby granted to : GARY M GERNS 36 IRVING PLACE ISLIP,NY 11752 for CONSTRUCTION OF A ONE FAMILY DWELLING WITH TWO CAR GARAGE AS APPLIED FOR. THIS PERMIT REPLACES BP#28058 . at. premises located at 155 BROADWATERS RD CUTCHOGUE County Tax Map No. 473889 Section 104 Block 0012 Lot No. 006 . 001 pursuant to application dated JANUARY 29, 2004 and approved by the Building Inspector to expire on JULY 29 , 2005 . Fee $ 1 , 843 . 50 r � 'hori% ed Signature t ORIGINAL Rev. 5/8/02 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) PERN1iT'NO_ 28058 Z Date JANUARY 31, 2002 , Permission is hereby granted to : PAMELA LIGUORI 36 IRVING PLACE ISLIP TERRCE,NY 11752 for : NEW CONSTRUCTION OF A TWO BEDROOM SINGLE FAMILY DWELLING WITH TWO CAR GARAGE AS APPLIED FOR . at premises located at F55_ BROADWATERS RD CUTCHOGUE County Tax Map No. 473889 Section 104 Block 0012 Lot No. 008 . 001 pursuant to application dated JANUARY 31, 2002 and approved by the Building Inspector. Fee $ 1, 843 . 50 Authorized Signature ORIGINAL Rev. 2/19/98 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT d TOWN HALL 765-1802 SEP 2 APPLICATION FOR CERTIFICATE OF OCCUPANCY I ` This application must be filled in by typewriter or ink and submitted to the Building Department witls the fo][Oiving = l a 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,7,-ater supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters_ -CK-, SiaSe:ncnC Lem plamber ocrtil' i=t�tnat La sold—,Used lin SjS-MIT_Gotta=1s !e`s t1:3n-'1 G a 1 all. 5. Commercial building, industrial building, multiple residences and similarbuildings and installations, a certificate of Code C6mpIiance 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"laud uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. I C. Fees 1. Certificate of Occupancy-New dwelling$25.00. Additions to dwelling$25.00,Alterations to dwelling$25.00, Sc=:itntning 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 I Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: �JJt 7B+C Qa &g: i:'sz / Cit House No./ treet / Hamlet Owner or Owners of Property: /�i c—'Lloel A Suffolk County Tax Map No 1000, Section Block / _Lot Subdivision Filed Map. Lot: Permit No. 3 004 Date of Permit. Applicant: tHealth Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ C t✓'tp f / Applicant Si ature i B_4L--I"IG E3-; 7E5 95C-7 i c:V.r Halt,33595 Msm Aov-. '� y Fax(631)765-9-02 P.O. Sox .:;7a 1 �sy^ Telfphoric(631)765 802 :iui,•rhok.• Nese'York 1197 i-0959 2ULLAIN.G 0EPAAnaLrT TOWN OF S0137HOLD CERTIFICATION O"R Fxer: P3 "?Jeal a;irtj J I certify till'L`li'. scSlkd Cr used iii the waer 6i:Ui iv syst,-m cont ai s :.3`+5 than I J of I lead 's�xm:or•s �igtzattue) Swom to before ane (-i� cul" o; _JOtary Pub lir, _ss.z`P6 — c",'l:ty JAYE ST.JAMES Notary ftrA State of NmYak No.02ST6037264,Suffolk County_ My Commission Expires O-IZA-C.L N6 Electrical Inspection CeiOtt Cale ls.;ue Dale Eleciricai InspEci-on Ser.-ce. Ine. Applicai-on 1.) 375 Dur-ion A,enae East Patchogue, New York 11772 (631)286-6642 Issued To: Genesis Home Builders Street: 155 Broadwaters Road Village: Cutchogue Zip: 11935 Town: Southold Section: Block: Lot: Contractor: John Glella Electric Co., Inc. Lic. # 4411-E Was examined and found to be in compliance with the National Electrical Code. Commercial ❑ NV Defects E Pool A 1st Floor X Indoor LxJ Basement El Hot Tub Residential J Det.Garage IK Attic X] 2nd Floor W Outdoor ❑ Addition LJ Survey Switches Receptacles Fixtures GFI Heaters AIC Fans 64 63 46 10 3 10 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1/26 1 20 1 30 1 40 1/20 Furnace off Gas Circulators Smoke Detector Bell TransformerSy R 1 X 5 7 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 rX 2 Bldg. Permit: Other Equipment central I vac system 20122OVj air handler 00 a/c sub panel Hugo S. 46rdi a/c disconnects 1-20/ 1-30/ 1-40 - 220V President 200amp panel with main breaker Rough Inspection: 11/25/2003 Inspector: Sean P.Hightower Final Inspection: 09/09/2004 Inspector; John Me Mahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. fill 11nr M"M, • EoV lT Nf zz Ll()-C-)C) - lb4 -12411- 1 TOWN OF SOUT'HOLD PROPERTY RECORD CARD ---F -GE - OWNER STREET /�7 VILLADIST-11----/SUB. LOT '2 ACR- Fc� REMARKS , Pr ,4 TYPE OF BLD. AG; PROP. CLASS LAND IMP. TOTAL DATE qa Ak�,o aro,45-rrbd�e-s Ilcck "'s Trus4ce FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH --)C)L) MEADOWLAND BULKHEAD HOUSE/LOT TOTAL COMPLAINT REPORT . C NAME cRAlc CAWTEL $ DATE �^�^u5 t 1,1 , Zoos ADDRESS 255 BROADWATERS RD. PHONE# -12*-2251 HOW RECF. EA, TEL xx MAIL IN PERSON LOCATION OF COMPLAINT 155 Broadwaters Road,: Gutchogue,-1000-104-12-8. 1 BP9280587Z — NATURE OF COA- PLAINT Undermining property on property line, — putting up retaining vall to beable to get to garage in back of house. Brig;',spoke to owner with no results. ASSIGNED T INSP. DATE REMARKS ACTION TAKEN FILE # (IF APPLICABLE) RE-INSP DATE fOX Pamela Liguori APR 2 5 2r32 36 Irving Place 1 Islip Terrace, NY 11752 631-581-8500 21� April 21, 2002 Town of Southold Office of Building Inspector Town Hall Southold, NY 11974 Re: BP#28058 Q&r,�. -ed To Whom It May Concern: I have received a building permit from your office to start construction of a single-family dwelling. It has come to my attention the address given to me by your office, 125 Broadwaters Rd., Cutchogue, my neighbor has adopted, Mr. &Mrs. Gallagher- Their address according to your records should be 75 Broadwaters Rd., however, the have on their house 125, their tree 125, and their mailbox 125. Before I start construction, since deliveries will be made, I would like to make my address 155 Broadwaters Rd., Cutchogue. Please let me know if this is possible_ Thankyou, Pamela Liguori Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 12/28/01 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Total Paid: $10.00 Name: Liguori, Pamela 36 Irving PI Islip Terrace, NY 11752 Clerk ID: LINDAC Internal ID:44351 BUILDING PERN TT EXAMINER CHECK LIST R� .,Y,�.,_ zZi/ - DATE REVIEWED: / / /0/02 DATE SUBMITTED: / /8 /02 APPLrC `,ANT NAME(_ ii5ucuc SCTM# DISTRICT: 1,000 SECTION: 104 BLOCK: /Z LOT: 8-) ISTREET: 155 ��jg/juaa��S CITY: — SUBDIV. NAME: fit. • � oma[ -`��' las.-! l��' PROJECT DESCRIPTION: i ESTIMATED PROJECT COST: ' i -ARCHITECT/ENGINEER: eL_1ry FAST TRACK? /yO /vg�77S arm /tisvoP�iuC� SINGLE & SEPARATE CERTIFICATION-REQUIRED? ES NOTES-: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1933),UNDERSIZED LOTS FROM JAN.1997100-25.f 1erger(Anonconfoemirig at any time after 71/83' ZONINGDISTRICT: k-qu CONFORDIING? 1(o%o op 351 1�1 REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV.aoolo ACT. LOT COV. 82 REQ. FRONT L(o PROP_ FRONT��J REQ SIDE !s/3 s ACT. SIDE i a REQ. REAR ,5y PROP. REAR'-�//d WATERFRONT') No DESCRIPTION: j PANEL #: /L FLOOD ZONE: , APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT�r NO, BED #): `�DTE, !�/ PERMIT 9:R10- 1 351- TOWN SEPTIC RECEIPTQ�)r N 1212-81D/ NEW YORK STATE DEC: PRE-DEC 9/1175 YES 0 SOUTHOLD TOWN TRUSTEES: YES o TOWN ZONING BOARD APPROVAL: YES oTrr TOWN PLAN. BOARD APPROVAL: YES o TOWN HISTORICAL PRE (SPLLA): 'YES or i 1 NYS ENERGY: YES OR NO r EGRESS (18 H min.? 4 sq total)�� VENT (SQ. FT. x 490) LIGHT (SQ. FT. x 8%) -BUILDING PERMITS OPEN/EXPIRED: BP -Z/ C/o Z- ' HAVE PRE CO'S : Y OR N BP -Z/ C/o Z__ NOTES: FEE STRUCTURE: FOUNDATIOl`r-_ 1� r4-.s F FIRST FLOOR V-czSF SECOND FLR SF INITOTHER TOTAL FEE TOTAL: SF FEE FEE FEE COT( i5��/� SF)- ASF)-_ ,ys sF X $_3D =$1 i 9qT +$ ISS +$ _$ T_ CHARLES W KUEHN A R C H 1 T E C T 3 East Deer Park Road,Suite 201 Dix Hills, New York 11746 Tel: (631) 493-0534 Fax: (631) 493-0574 1 ;I November 17,2003 f `r M g- Town of Southold Budding Department Town Halt Main Road Southold,New York To Whom It May Concern. Re. Liguori Residence 155 Broadwaters Road Cutchogue,New York Permit#28658 Pe--IVUd--e4 3.00,r Ig Please accept this,letter as certification that the floor beams as specify on the approved plans for the above referenced project,as modified, meets or exceeds all loading requirements per New York State Building Code and all manufacturer's specifications. If you should have any questions, please do not hesitate to call this office. Sincerely, Charles W. Kuehn, RA a CWK:ck # __ tIa IN ?� � � Nay S {,1111 "ij[ 765-18 BUILD G DE TION [ ] FOUNDATION IST ] ROUGH PLBQ. [ ] FOUNDATION 2ND ] INSULATION G [ ] FINAL ACF & CHIMNEY REMARKS: DATE INSP 3 765-1802 BUILDING DEPT. 1 1 SPECTION [ OUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY j REMARKS: ca DATE INSPECT All � 'P 765-1802 BUILDING DEPT. INSPECTION [ ] F UNDATION IST [ ] ROUGH PLBG. I [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE/ & CHIMNEY REMARKS: r 6- t � DATE lT X11 INSPECTOR 765-1802 BUILDING DEPT. i INSPECTION [ ] FOUNDATION IST ] ROUGH PLBG. I ' [ ] FOUNDATION 2ND [ ] INSULATION i [ ] F ING [ ] FINAL [ FIREPLACE & CHIMNEY jr f i i DATE INSPECTOR 1 r 23od-e1 765-1802 B [INSPECTION [ ] FOUNDATION IST [ ] ROH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY z REMARKS: �e ��a7 i DATE �� �, INSPECTOR 2 M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO H PLBG. [ ] FOUNDATION 2ND [f INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: G 4,� i psl DATE t�i� �-- t�_� INSPECTOR 1 t f 765-1802 BUILDING DEPT. INSPECTION ROUGH PLBG.[ FOUNDATION 1 ST] [ ] [ ] FOUNDATION 2ND [ ] 1 LATION [ } FRAMING [ FINAL [ ] FIREPLACE A CHIMNEY [ ]FIRE SAFETY INSPECTION REMARKS: trla� ( (ze�tce� ilZl 4 DATE INSPECTOR �"� �` r s FIELD.TSN- PECTION REPORT DATE COMMENTS T� Ale, FOUNDATION (1ST) FOUNDATION(2ND) d`3 _�I2GC m GPI T, Z I S ROUGH FRAMING& �4 PLUMBING � e lel C� c INSULATION PER N.I. � STATE ENERGY CODE 0 nCv -LL fC4 I FINAL E ADDTTIONAL COMMENTS c !.S o 0 p 25 i m i a C y r b fa -mo y OWN OF SOUTHOLD BLTJLDING PERMIT ADPL ICATION'CHECKLIST BUILDING DEPARTNTENT Do you have or need th„following,before applying 7 TOWN HALL �j —Board ofHeafth SOUTHOLD, NY 11971 —3 sets of Building plans TEL: 765-1802 ,,Sune_y PERMIT NO. Z96S9 -Clieck. --Septic Four TrutstEes, Examined ! ,200. Contact: - Approved I 3/ 20 0-i-_ Mail tG:6LI� L � UC rl Disapproveda'c (y�)7P(f I/ Phone: Building Spector I:ICATION FOR BUILDING PERM)i Date ?0 0 i Gf c6E'Ity INSTRUCTIONS a.Thus application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work e.No building shall be occupied or used in whole or W part for any purpose what-so-ever until a Certificate of Occupancy is issued by the Building Inspector. . .APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction ofbuildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ,7 (Signature of applicaiie or name,if a corporation) (Mailing address of applicant) /I 7,F- State ,State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No_ --A} Plumbers License No. 'lb L �gTC PA J A)2CA Electricians License No. _TD 8(5 � t�7��Al /)a;)— Other )a%T_Other Trade's License No. 1. Location of land on which proposed wro'rk-v illl be d ne: n/ j a /557 House Number Street 611amlet County Tax Map No. 1000 Section / Block DQ Lot �'• Suhdivi&n kjw7-mre_U J— Filed Map No_ AJW Lot l A P, (Name) 2. State 6xigtinguse ana.occupancy or premises =LL unen ea use ana occupancy of proposed construction: g. Existing use and occupancy VACAO%`��� b. Intended use Lind occupancy SW66,C? F4"IE-t/ r4D" 3. Nature of work(check which appli,able): New Building 1' Addition Alteration Repair Removal_ Demolition Other Work i ft \ (Description) 4. " Estimated Cost Y`k',r�i/'i,t) Q Fee (to be paid on filing this application) J' 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cu.fs 6. If business,commercial r'''mixed occupancy, specify nature and extent of each type of use. 7. Dimensions.of existing structures, if any:Front Rear Depth Height _Number of Stories -^ & Dimensions of see structure with alterations or additions: Front Rear Depth Height Number of Stories . ,Dimensions.of entire new construction: Front y Rear `)3` f Depth )6 Height Number of Stories ' 7%,jc3 i _ , / 9. Size of lot: Front ��& ?i Rear �/ Depth 3U5-,04 `r 10. Date of Purchase /I�Z C/ Name of Former Owner A.k . SELL6Q=G TSIPsi f 11. Zone or use district in which premises are situated Iq r ;Pei rd-i)7 i c 12_ Does proposed construction violate any zoning law, ordinance or regulation: NCS/ 13. NVill lot be re-graded iaES Will excess fill be removed from premises: NO 14. Names of Owner of premises 896,41i 06 Address 345sAlij Ti Phone No, L 3/-S P1 &7 75bc) Name of Architect I ThPirlcLf Address 37P--&4W I - i reEM Phone No l �1 (-Ca i 231.1- Name 3/.1-Name of Contractor Address Phone No. 15. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAYBE REQUIRED 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF/ ) �JYa'aq L/'6 aOly-l/` being duly sworn, deposes and says that(s)he is the applicant (Name of individual sieving contract)above named, (S)Heisthe 0Li1('�hL (Contractor,Agent, Corporate Officer, etc.) i of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the rnanner set forth in the application filed therewith. } Sworn to before me this l day of ��Q.,vv 206 1 Notary Public Signaf&e of Applicant NOTARY PUBLIC,S ATE OF NEW YORK j QUALIFIED INHSUFFOLK COUNTY 00;!VHSSION EXPIRES _ t �.FT EFL' fDRES'§-,155 ORDADViiTFR9 MAD su , Pte ' TY ;. At A' _ _ ,. YORK a1 t `CC VFf 7 iF 1. e �Q S ' �r uRgr. -3 s Or- cc, ucuta� lg CrvE. `tea F -1 X93 `. `�� R 1 V r / 4+6 � AR€A=35.772 S.F. r' r7 TL7_ TIE LINE I � LOT I�5 Ip9�vI k 7T eUUrrTD?S REMP T-Q AMENDEJ MAF -A' r F NASSAU c PQIffT' +' FD 7N Tl E' Sf+77fDLK CLUNTY CLERK'S 6FICF - : 7 S ,MAP NU. 156. r--•- / E� `1y'Fw.S. ? ,r '%.g 49'018 AAIl AL TSnR'I1M OR A.UDITILN.- T7 TNtS SURVEY IS A VIQLATIL`$V _ Pt=CCJsNiC: i �FtcS� s ° `F crr Tref 72115". QF 7AE,.N"Li 'YCRX STATE EDUCATTUN LAV, rL -�^ c 7 Lr 600 7o',a, FAX<631) 76.,-179. ,EXCEEPT-_AS POR SECTION 72D9-SUBRTV YIQN 2 ALC-, =7tF.TCATTQ{!S WERrUfif"APE VALID MR. TRIS MAP ATFL+ CGPIES THEREDF GMY- IF PM BD_� i - -,AID d4V� OR EL�P= BEAR:.THE it7RaECSE`D SEAL JF TNC St3kVEYQR 1.23vraTRrS VL EP J-�12EE�. h 1 +ti1d-43�E Y SIGNATURE APPEARS ;IEREC�1dP� ,,.,,, F.$'3?1. - — 4 ' Po,' CO. HEASLT NDEPT. APPROVAL f I O. rrl ((:_D K 1-04z' ' ALED p F VIC '4M�r7. ,7 1"•C,i�'p .___..__..__,_.,_._._�_.._..._.... _ .__-. . _.,..,_.- -_, . VATEM.ENT CF INTENT • r_ V, THE WATE1i SUPPLY AND:SEWAGE DFSPQSAL, SYSTEMS FOR THIS RESIDENCE WILL _ µ �y } 4 t` 55 Qq j5 CONFORM TO 'Rt"iE STANDARDS OF TFiS Y s I9�.' t.{].. rvyyu _� ., > '�'r4x(°'.� J� sEri savl 1 1' '1�..rl F F ! v``�.��'� SUFFOLK CO. DEPT. OF HEALTH SERtl1,0—E5. 4uc�t A PLICANT r i•. D — APPROVAL A O SUFFOLK COUNTY DEFT' OF H>w L " SERVICES FOR F SUrFOLf< Co 1 ^D FA TibiEi37'OFF ALT113ERVICES CONSTRI,Id'I'ION ONLY an a •' 9a '1 DATE: PEa i 35'1'VOR��°P-C WAX,OF 4:C�h"TI3 U A xOPd F4D%3 A J S/F.,`�$ alF,t �r3 Yr E� iaE➢�@I:(RONLY H. S. REF, NO.: APPROVED: DATE ANPROVfil) y y SUFFOLK CO. TAX MA I)tSIGNATIO�Ni i L paQl tn`t - FORMAXIMUM'' F BEDROOMS DIST, SECT ELSJCK PCL. t ZW�I l Ina laa.? �. y + z'ala5k j .�V F E S: ""l MOW ct NIVJ�C� Q;41 IJ ( izrl 131 p y n C ' I !.. + �]�I• I 'Y. !',4'kp.M�fA.� Ij r� �4� ' 14 I t r7t DEER; L. TOY HOL, TAMP irk.• l.:Lf;�tla^ I�, ,'. 1 I , 1 'f' 11 , •rte 6 ul7NO� 47C,. V'0 Mmal ..• I�k ,e xu,r�uu I n a r 4. I lllml(n4+. fa��M ! ' I / C _ '�q Cvpina 9llhiv ur. Yn4n nrl lr aq :U � T?f..5C1�.£"V' V''1� I rJ Ih�1 Iflk� �'�'J�il f �9,G1 v'I�I'�"� C�IV+'I;S�t �� Ih41WikF9iYB� 1 -nktJael4r . ' �' - •yy'...µ+,nn av3S Jr�J.µp. ` A r +- 6r.•---�..+T.--_ '-•... ....A, �Wr Wmtmeti4J 4941 N11 B"pYhP g91.1/i'! 1 "• -., " r" ?,,.- .. 12u+,uMaaa lnJ 941�J ner+, Anl. R � . yc 1 . •` r { J` g 9, Yd'gr,'t{--t ( }, y (, p C�:....I .a'� YWk's 4e,Y to lhallCmnil7oru.•IcrI PIr i '� (�6 �'` y�{ f.Yr �ypT��jX!� Lex yur<n1 aflJ nhll lxlm nils l(S 1 ' I 1� IJ k-1 h.I 11J 1 .lt ,(dark I 4 r d,{}A'i. 6.,413 d1k It�lk•m� BAIL` 1`i{�l. 4'�FR]1lFA�- 9'Ir]N'%Oa P+Irc� 11!31 CR! y 4.9.•� r - I,� M 14y4W10 11 rl Ir r1d 1 f n • h. I"11 pyy o es'iar 'In I'r'v 111 '' (yl 1 kp( ,1..v F,1'l�IlwI 1p, .n. Ia1ri1 ula ' i 1 7 u 4ii. »t.tu 1� �•• aJltlu_nolY al rtnlu rtrn� ,r.; - �.._ ,. ., r.-..---.-�wy.y'-r-.-.,_.»._-.-• -_,.•�,_�' .I '?_.•!lily � - ., my 11 1J, a EAL r�nn 35 r S1CV U4 IT F!'.'hi f{1 4r ' ` l t 'w31• n I c xa yr • i�'+^°r.`�JC-4.F i ,.. ,',.c.._ -.._ '..._ 1 J I r• ! f iJ�.' fr M1 w k ;t! , .. Is1 wit", �i 1� Qf:_Nr t4. o NW(✓` � 1 F 1^.l '1.�. Ryp12,V � 1 "� 1 I ,C1 EAIK VAN TUYL P, v / Ll _ � •n Off. .s..._... ..,, _ c LIGEI+ISE"D LAN© SURVEYORS I�' rraax6 - - NEW YORK KGREENPORT _ a 7 .• w .1 A STREET AJORESS: 155 BRQADWATERS' ,RJAD - UA SE- Y Off` ' RDP���"� AT NA:SSA PDI-NT !, }p� 140 T0,WW OF. :>S-0VT D ly F - C NT' ', IVET Ya m . I00.o...=x:04-12-8.1 SCALE: 1"=40' A .' 't s 6 �.Z ~fYFS 3y •,p�fcr4 � 1•Pca, h � F SOT` ZL7f Ise `�Rv. \ E ' At LP u : / J Aw. �T go- RPI } Cb IT O .4REA=35;772 S.F. TO TIE LICE -7�9 \\ e r pF NEW,- , ; 'Amj§qbkv MAP, N4' L)L £ c LA17i G1 K S [3T L cr4 r 4-1 9io G a ul lip f LAND S�� ` `rte qp STREET ADDRESS, 155 BROADWATERS ROAD WEALTH DEPT. REF. Na R10-%-W37 SURVEY OF PROPERTY AT NASSAU POINT TOWN OF SO UTHOLD SUFFOLK COUNTY, MY 1000-104 X12-8�1 r 5: SCALE: 1 =40 ' DEC 19, 2001 i s DEC_ 26, 2YJ01. (prAp. hse.) J91 > ZOOZ .(stk. fnd.). a �� - 0 APRIL 14 2003. (cane. fndtn.) 3 e�y o s ! c o MARCH 17 •2064 (final) TI rccx Uj eLL SCJ $ w ry " $. � P� o f `yes f ,S ' til t In - 407- / kkC s af. ~y o Wa feNE'NPY / Q(ggqq. l tq�aAaf °Lys _e p T p 752' � zBUpl/p/'p/p8O'^'Sg- � i 3e70.&1 8 ` rgo 9. � V o• U Y v 3 CAR 7e° y Q i 3 � zo ry N s a 2,�• �E O qv i \V C-) / N LEACHING POOLS ARE 150 FEET FROM ALL ,rem WELLS FOR POTABLE WATER 40 lI9 AREA=35,772 S.F. TO TIE LINE I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE LOT NUMBERS REFER TO AMENDED MAP A' OF NASSAU DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES POINT'FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE and will abide by the conditions set forth therein and on the AS MAP. N0. 156. permit to construct. r �� The location of wells and cesspools shown hereon are from field observations and or from data obtained from others Y4�23:c0. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION PECONIC Y3.. - t OF SECTION 7289 OF THE NEW YORK STATE EIAKATION LAW. - e; (631) 765 - 50 t X(631) 765-1747 EXCEPT AS PER SECTION 7209-SUBDNISION 2. ALL CERTIFICATIONS E - HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P. 0. BOX 9 , _ z�q' T SAID MAP OR CRIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ''` 1230 TRA • •' WHOSE SIGNATURE APPEARS HEREON 0=PIPE SOUTHOLD, � 101 - 293. 1 r ", � !"� 11 ­1 , 1, � I � ­� ,�' " ,� . , 11 Z 78'-4' 17'-4' 36'-4' 20'-B' rn in APPROVED AS NOTED DATE: 3 B.F. #7�1_111�6 19'-4' FEE:��' NIA �t�-�Z -G BYZ-111��—e� NOTIFY LOIN DEPARTMENT AT 765-1802 9 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1� FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 1 ROUGH - FRAMING & PLUMBING 3. INSULATION - CONSTRUCTION MUSI 0 11 4. FINAL BE COMPLETE FOR C.O. GARAGE ALL CONSTRUCTION SHALL MEET LID 0 THE REQUIREMENTS OF THE N.Y. UNEXCAVATED STATE CONSTRUCTION & ENERGY I CODES. NOT RESPONSIBLE FOR A" R.C. SLAB K/ DESIGN OR CONSTRUCTION ERRORS 410, 6"x 6" W.W.M. III (0 . =O\ SLOPE ON 2" TO DOORS lll 't 0 of j-fj IN O'D OCCUPANCY OR USE IS UNLAWFUL (0 < U_ z WITHOUT CERTIFICATE 0- ujq OF OCCUPANCY CO ofo SASH (TYP) 4 x I PROVIDE SMOKE-DETECTING 2DI4 5SMT 4 60) 1 1 lu 'Zr ALARM DEVICES C() = AS TO PART. 721.1 co N.Y.S BUILDING CODE. 8* POUIED GONG.FOUNDATION WALL OVER 2)* X 10" POURED CONIC FTG d -8. PROVIDE ANTI-SCALD AND/OR 0 9� 0 z \v THERMAL SHOCK PREVENTING of UNEXCAVATED zo DEVICES AS TO PART. 902.6(K) S' POURED GONG, FOUNDATION WALL j N.Y. STATE BUILDING CODE. OVER 20' X 10' POL92ED CONC. FTG 4" P.C. SLA15 K/ 610, 9?"x 6" 104A.M. DO NOT PROCEED WITH 28,14 ASH S S (TYP) SLOPE ON 2" TO POORE, SMT I (3) 1 3/4* X 1 7/8' M.L. (31 1 3/4' _c FRAMING UNTIL SURVEY — — — ARpyr OF FOUNDATION LOCATION HAS BEEN APPROVED. ROAM SCAM TEAM CKET _J POCKET POCKET REQUIRED CELLAR x UNDERWRITERS CERTIFICATE 4" 1-4. SLAB ON 1, 004 M1I­.IOLr'MTHI!LI!NE 01 6'-6'- VA" 5hRRIMR PLUMBER CERTIFICATION ft 6" (a,-O'RCI-6 HT -1-1) BATTS IN th ON LEAD CONTENT BEFORE TIFICATE OF OCCUPANCY 71 0L� N ALL EXPOSED HOT WATER PIRINS 2 0 rLOOR O'/ERM TI to j SOLDER USED IN IN AND/ OR HEAT I115 DUCTS TO 13M 0 ATER N5ULATEO AS �I!R N.YS. COVE SUPPLY SYSTEM CANIIJOT L _j EXCEED 2110 OF 1%LEAD, z I W 0 17 '47 z TUA If copper tubing Is used 151 1- for water distributing M­5' 12'-4* _x system;piping shall be ott of types K or L only 8* POURED CONQ FOUNDATION WALL OVER 20' X 10' P OURED GONG. FT'G PROVIDE OPENINGS FOR 12_ F F • OC' do EMERGENCY ESCAPE AS L3) 3/4' X 1 7/8' M'_ :L/4�X I WE M.L 1311 314" X 1 718' M.L. (3) 13/4' X I 718' ML REQUIRED BY PART. 714 OF . — _'z. -4– -1 1'77t 7.7 .4 Lj 41 N.Y. STATE BUILDING CODE. POCKET L — _J _j _j in PLUIVIBJNG ml mI 31/2" 0 COL. OVER ALL PLUMBING WASTE ;'D xx 30" X 30' X 12- ONCF=T'G 2 x I WATER LINES NEED POURED C . LU TESTING BEFORE COVERING 0 F_ F- PROVIDE % HR. FIRE rr RATED SEPARATION TO : PART. 717.3 (f) (1) OF L _j L _j N.Y. STATE BUILDING CODE. NASCF!��LJ55-11 1/0 g 1 8* POUQED GONG. FOLt IDATION WALL DEC. 2001 NA5r, R N.155-fil 11/95 N -6- OVSR 20' X 10* POUPEE GOING. RT'G I� nr. 16' 6 O.C. IF in!, 7' • Or - Y-O' PROVIDE 0) LAYER 5/8* TYPE X GYP,ED. TO 2 UNDERSIDE Off R. 9MS. z 1 0 x 1/15 x x 0 TO MIN, 51-01 FRO %* 06 F=IRST FLOOR PLAN ALL EOU$P. . 160 v - �0 d aw.KL" C. ni 1 -1 114I'-Or �u BEAM MET POCKET POCKET BE" PROVIDE CLEAN OJT proms w: AT BASE OF FLUE 21153 PROVIDE F12EASH �112 INTAKE M ;d, - 1� 1 1, 'L # Ij t I I 51-10. 5f-10'— o . 12,_0, A-] 70'-4 ROLMATION t'Y4 ;4 L41i"itt 0.1 T 78'-4' e I J OC r � O 4• 0" 17'-4. 36'-4' 8J Ot g _g• 8'-B' ll'_3" Ot 6'_6' 14'-1' 4'-6' x v O GARAGEm PROVIDE (I) LAYER 5/6' ,I TYPE X GYP. TO WALLS o 0 E CL'G OF GARAGE N in INSLL, WALL W/ R-13 INSUL, P O < N N r1 NASGOR NJ55-II 7/6 io U W O tu . 12' O.C. N X U) r ao v IJ\ a Y SELF CLOSING ✓ R O o'O 'C' LABEL INSULATED DOOR E FRAME d Wu- 28310 Du 4'-B' t U p( (n,t (2) 2'X8" � win 28310 DH =O = c0 j U) x m o DBL 2066 e o v Q W V n _ 'a v 2666 c0 m m 2"x ', INSUJGATED DOOR N N c / 7"% 10" MSTR BATH = 6" VAULTED CLG. Lcc � ((\ \` FW 60611R FW 60611R FVV 60611R N / m J -- M m N IF (2) 2"x1O" (2) 2'XIO" (2) 2"XIO" '" i `\ A v 1 2 A. m 2868 N W , i I � INSUL. , av 16'-0' n 6'-T 21 10' 21'-7' 12'-4' I co x m Id w w RAISED 4EARTu• 12' AFF N 1I I N W/ GLASS DRS PER CODE MSTR EFDR hAW.I. L . i X11 % I1 �B 0 X TRAY CLG FAMILY R m BKF NOOK 16'oc N / ,i OPEN TO ABO \� X 111 r" m NASiGOR NJ55-II 7/6 � all • IT O.C. VI I I 4"x 10" .B. m I6" O.G. 21 10' 0" • 10' O' AFF I U OF 3.D in F- @ 0 H ! 11 (27 3/4_X 11 7/B_ML.=LIP T FLOOR ABOVE –__ -_ N ���/l^ O LU n, .� 50 CFN FAN iV O '0 Q )u INSULATED DOO vHNfED TO 00 12668 1 m m OUTSIDE AIR n O O v BL 2 n 2 00 DBL 068 N ^' Q f] , F� 0 m DBL F R BMs N 3 -a KITCHEN '-p. 4' • 19,_0• (//'✓� 2668 I r M 5'-6' 6'-0' S'-6' C OF Y • BALCONY ABOVE I N LIBRARY (2) FB. HAPDRAILING • 33' LL U ABOVE TREAD NOSI 0 20310 DH W 12'-0' 14'-0' r 7 -8' W _ x - PRO IDE CONTAINME T ;o NASGOR NJ55-11 7/6 Q ry PAN NDE12 WASHER o . Iz o.c. iu ,� (z> F.B. CONI ECT TO WASTE FOYER (o - - — - - — - W D VENTDRYER TO RAISED 14EARTu • 12' AFF OUT IDE AIR o W/ GLASS DRS PER CODE H X1 DINING RM. LAUNDRY P Dec. zoos (2) F.B, _ h 4 2"x 6" G.B. scale: 6�_p• a NASGOR NJ55-II 7/6 1/4' • l'-O' m 16" O.G. x 51 6' 2• 2' 5,-6' •13 12' O.C. [y lV (2) 2"xa" drawn�' ^ (2) 2X8 (2) 2"X8 Of LATED DOOR 2831 Du o decked�' W/ (2 12' SIDE LIGI4TS ',�y ' o SE31 5 5E31 5 (2) 2'x12• (XOJeC♦.ro: 21153 2452 DH 6104 155 2452 DH 6'-3' 5'-9' 4'-1' 3'-3' 3'-10' - 4'-2'' 8'-8' 5'-8' 3'-9' 6,_71•, 4,_p' 5,_,0, 5•-1p• 12'-0' ,,,' - ,14. 7p•-6• FIRST FLOOR PLAN A-2 114' -a 1/4' • l'-O' . - FLOOR AREA - 2,790 S.F. GARAGE, AREA • 505 SR dfaNYq.'yge „ IST FLOOR PLAN ' r . x. .. r , -�- .-. k .4^ , .,v, h .. . . . r. .gar. 1 r 4'. r . . 'i 'y� Ce .. 4 !_' i . :. .. . . I Y: ./ .- . , - r . ,f ) q dr '7�, r r, -is . i a n . ,n. "rte t, ; ..{F`ti �i 1 1`k _d i tl 'f a Ybr� .c..4 Y214'Sffi' � tl 1..5 v, . - ie. ..".. - ♦ .Y". .:. i rli.v . v �" A 1 � `I- 1 v ... - "..-. � CA' at u. . �' m t . . - . - r (. K, , v ➢ r .t - . ' S F... o _ z,,- r u. .w . . . n . „ Ls •',9' „-e a, .e.mA -./ . , r. . , �. .• .. , . ;t .. , x.. ,. .- .. -„+ 2e. v, ..6 :d r .f / _ .' w.M'l .R. .. .' J`N .- ,. h:.. , .u.�, ,.wa....;Y�it ,p.'L. A..a9• "v�y�v,n..._ ,. ... - .q ,y( �is MN�cr.sr...i�, ..�,�, Tui'' IF�,.�aS 'aF"'P:Y':, x'.t l . . . �, ,ry :,'t' I`���Ba �.. .".S(j� i�p..7�'rFS..d�;+� s� � n'1sv-1 �.I�'1'$-. "�:uk.a � '�:w."-, y� ., .,,_ ..._. R`�, z,, 1 r .: - _ _ ! ar< - i rrr' J" ..y . , ,, , ",. .,,.,, '�. ,�>., ., - ''• � .; :' .. a . ._. -, ;'.if - d .,} � t_., al 5i. -r ' b ,+J'i,q: Y l'dr-^ -e'. 1"^,�, '.: "'n.•__ . . -,� ..:. ... . " ,ry r Ar,, .r. � 5 .. ^ , JI ., 'i• ,. .(rv '• / r ' . : ... -r.4, L. 1 y' -y.n' + r n-, ', . '„ r_,br r :: i n '., I I'4. ' 1,'.. . f ?.• x leo, i err, .yr, �i l - ,.J,;:, mt .a"t*,^'rlm,,Y aF. xr'tF,v.,.^y.+P .'i6 . , J, ,: .. .. , _ '('V;r', . 1 �i�. fd. • A k ISS', - 3. . . r I NOTE : t70U5LE ALL FLOOR BEAMS UNDI=R PARALLEL fmARTITIONS SUMMARY ❑F TOTAL THERMAL RATING IF the Total Thermal Rating is zero (0) or greater, the proposed design For the building envelope compiles with the Energy Code. NOTES: AREA U-VALUE THERMAL TABLE FIRE STOP CHIMNEY CHASES AT EACH FLOOR PER SECT. 111.4 N.Y.S. CODE PROVIDE &ALV. STEEL PAN UNDER WA5HIN& MACHINE WITH DRAIN TO WASTE RATING USED FIRE STOP- FLOOR BEAMS- PER SECT 111.4 N.Y.S. CODE LINE HUNTIN&TON PLUMBIN& CODE SECTION 158.91 A. ROOF/ CEILING 294 .049 0 6_3 INSULATE STAIRWELL SHAFT TO BSMT DOOR TO BE INSULATED. MIN. U= .b9 PROVIDE SMOKE DETECTORS IN EACH 51-10111 ROOM AND ONE EACH FLOOR PROVIDE ACCESS 70 ATTIC. DOORS t PANELS TO BE INSULATED PER LEVEL SECTION 'TIM.1 1225 ,039 13 6_3 N.YS ENER&Y CODE, DOUBLE FRAMIN& AROUND SKYLITE OPENIN&5 AND DRILL I” DIA VENT HOLES B. NET WALLS 2448 ,074 168 6=1 PRE-FAB FIREPLACE TO BE PER N.Y.5. CODE. UNIT TO BE UL. LISTED 4 AROUND SAME. APPROVED. PROVIDE FRESH AIR INLET TO EXTERIOR AND &LASS DOORS. MAXIMUM EXTERIOR RISERS 9 1/4". C GLAZING CLEARANCE TO COMBUSTIBLES TO BE PER CODE, PROVIDE HARDWIRED CO2 DETECTOR IN COMMON AREA ON EACH LEVEL. Window 283 .32 -53 66=1 Door 98 28 -lo 66=1 Skylite 52 32 -24 6-3 Dl FLOORS 1770 05 0 6-3 z D2. BASEMENT/ CELLAR WALLS IE Wal! Perimeter N/A Feet IN err- 4'-6' T-10' 32'-0' Exposure above Grade N/A Feet W p Walt U-Value N/A V ? � 1 Depth of Wall U-Value n to Below Grade N/A Inches N/A N/A � —ON D3 SLAB INSULATION Q Y�. Slab Perimeter N/A Feet — 0\0 Insulation R-Value N/A N/A N/A >-X, Er INFILTRATION CONTROL < Z<Cn Conditioned Floor Area N/A Sq. Ft. N/A N/A F SOUTH FACING GLAZING ;cri South Glass/ Total Glass N/A Percent to ,�(/ () :E0 GL Area/ Gross Wall Area N/A Percent /{ I-- X I Conditioned Floor Area N/A Sq, Ft. N/A N/A '� l`I1 W TOTAL THERMAL RATING + 94 m Cf) THESE PLANS ARE IN CONFORMANCE WITH THE NEW YORK STATE q ENERGY CONSERVATION CONSTRUCTION CODE- MARCH 1, 1991 v E - .* m p� � I o 6'-7' 2'-6' 21'-7' i Q :o F YER FAMILY 12M OPEN TO BELOLO %39 �W I v I iu x m C 7 A, N r I ta\ use ,oe HAFORAILING• 35' ATTIC ABOVE LNFINIS4ED&INHEATED $ N o HANARAILINO• 35' SD ABOVE CFN AN VENTED amn �I mr 2668 HALLWAY r OUTSIDE AIR Ni m TO v n W c Or 7_5, 1 9-0 � F HANDRAILI • 35' O ABOVE FF _ CL _ BA HN Z a w jnI m • m 33' ABOVE TREAD o ,Y NOSING � O n 2"x 10" C. • Ib" O.G. o BE R N �n N o STORAGE u In N 4 -r �� O o qY _ L1N�INISHED10" r O N O 4"x G. B. In O 2 m r1 5 -10' 6 _B. � N m U 2 ER ? G/.,_ W 70 BELow � 2)2•/ 8• 2)2 ti • � d2ke: ('] O 2431D DH 2431 DH DEC. 2001 P 9L3IC: 1 5'-4' N �' I/4' • I'-O• N P drain by: 1'-8' 1'-B' 1'-8• 1'-B' C.W.KLIB-8V drAcd by; 4'-6' '-46'-D' '-4' 4'-2' 3'-4' 6'-0' 3'-4' 3'-9' 6'-6' 6'-B' 4'-6' 12,_3• Ixojea 21153 63'-8' SECOND FLOOR PLAN 1/4' - T-O' A-3 draxtrq tltk 2ND FLOOR PLAN V4 It r ry 4", I � a,..: . . ,. ..,a' -f,IA F71, .w Dllteti i%V.n'� ,; .' .,w vtMtn' .§Jeri'J'3.n�"�c�' � I , I � "-- I . -, "I�i I ," - -"""" • - �. 1 1-1, 1 ,, ��!r .yilpl��. -,I 7---- Kto I! VENT TYPICAL 12 12 12 12F 112 12 N, A RIDGE VENT 12 2354 ASPHALT ROOF SHINGLES TYPICAL 12 'ARCHITECTURAL' SHINGLE - OWNER z TO SELECT COLOR E STYLE PREFAB VINYL 'GABLE-END' VENT W/ BUG SCREEN 12 12 0 21 12 12 12 712 12 12 121 112 C,4 1 — 121 12 r '0 E V SYNTHETIC STUCCO LAMINATE % OV52 TWO INCH RIDGED INSULATION 0 3:x LU u- 12 12 P12EFINSLED GUTTER E I EDDEP (o EL z 12 F 12 OVER PRE5-INISHW FASCIA cr) OVER 5/4' X WOOD BLOCKING LLJ -i X) olo )< I Quern cf) r mSYNTHETIC STUCCO LAMINATE OVER TWO INCH RIDGED INSULATION 'ANDERSEN' WINDOW UNITS 012 APPROVED EQUAL ED Zm ,o 'ANDERSEN' WINDOW UNITS 012 APPROVED EQUAL v I So ARNirC T012 OF r-HIMNEYI TO BE Z-O" WISHER THFpN ANY ROOF WITHIN 10--o" RADIUS Or CHIMNEY ALL FUEL APPROVEDF�QNT �LEVATI�N METAL FLUE 114- 1 12 12 SELF FLA51HINC, �ETAL CAP --- --- - ---- -- - ------ -- -Lr------ --j --- - --- Tj-------- ---- ---- -- - -- ---IT-- ------ -- -Jr---- - ----- ----- -- --- ----- -- -- -- -------- -- - --- - -- - -- -- L ___ -_J__ ___-- - - -- --------1_ ___ __ - _J__ _ - - - - ----- ---- - -_ 1 ______ --- - --- - - ----- -- -- ---- - JL- In 235- ASPHALT ROOF SHINGLES 'ARCHITECTURAL! SPAIGUE - OWNER 0 TO SELECT COLOR STYLE z LU 12�11 1 12 11" 1 1 12 12 17p 235- ASPHALT ROOF SHINGLES 'ARCHITECTURAL' SHINGLE - OWNER TO SELECT COLOR E STYLE 12 12 'ANDE12SEN* WINDOW UNITS 02 APPROVED EQUAL FFF 11 PREFINSHED GUTTER E LEDDE12 OVER PREFINISPED FASCIA OVER 5/4X WOOD BLOCKING (y date: DEC. 2001 F-T I scale: I/4' - 11-0, PREFAB INSLLATFO GARAGE D0012 drawn by: LLJ C.W.KUEHN checked by: 21153 -- --- ----------- --- - - ---- ---- -- - - F --------------- - -- -- ----- - ---- - - -- - - # STEP PER NYS. CODE- 2,1 RATIO A-4 �JGPT $IDE ELEVATION -- ---- -- r.----- ----- -- ----- - -- �-la7r:ul-- -- ---------------------- L- ------ --- --- --- - --- --- ------ --- -- - -------_-_ ___-_-__-J 7 ' ELEVATIONS t t n � „ ' I i , I ' 12 12 12 �12 2 12 �//■ U w �F �J . =a\ 1 12 12 12 0 � - 121 112 � 1 IN x � U a 'o w -jIn - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - [- p - - - - - - - - - - - - - - ` - - - -- - - - - - - - Q Wxco - - - - w � v co FT T FFF 11 0PSO AqC�, STEP FOOTING • 2,1 RATIO \� -� I 1 F OF NE'N PER N.Y,S. CODE REAR ELEVATION 2 2 _ _____ __ ____ ____ _____ _ __ __ __ _ _ _�11 _____—IL- - -- ---- -- -- - --- --- -- ---- --IT _J, r m w O w a 0 2 12 a 11 II 12 12 12 12 IIF F --III , rr rrr rrr rrr r r rr U w O 0. - - - - -- - - -- - - - F FrF(— rr FrrrrFrrr ^^^ DEC. 2001 I rF F FFF rFF scale: vaso 1 F I F HF[ F r C.VVJQ-E IN w 1 - - 21153 I I - 1 i i sheet# l �-___—r \� \\ STEP FOOTING . 24 RATIO I PER N.Y.S. CODE 11 .c LEFT SIDE ELEVATION ---- -- ---- -- --- - - - -- 1/a' -'1'>0' — r-- --__ - - •_ — — ---------- -- Jr dfaV/trq Clue \F---.r -- -- .+ -- —`---------------r-_'—J " ,244VATIONS 3 S I. ¢•.r" 'r, e � .. ., . , lie, ✓ u v ! ., yr , , r .. r A - .. n 'S, ..� 'u"r .,: , , , . , dd a'L' N - Ydr. � P .."h 5 L r I a . m 1: a - f• ryy, ua vi !". F^ ,�1". r,4. • Jr .. , .l e. �.^m .@ ✓I . + .. ✓ .r. : . . , . ,,, - ..,. F AF . J >nk , uu,, f 1M" , { ' ` '�"'- r '� e ">wr .,`� � �� t� �v6 N% - x 4W� V i t ,h m ', -P ,r . . r : . a r. �; G'. v Y ., ., � w ., , �,. .. Y _ , .: e. . v. .4 ..,. >'.'.: x' -x X: :.� N �4h .a�.r '+C nJ� ...s hh a :t - .Ja . o- r' S T n. rc t rh *',' C: i';!': s'� ' n . ':'1$. .f .a- + iv - Mt k, ,a 'a, � f , . w, .. - .»r ,l. ,� . - . „ ' :, ,, , �. ,r. ., :. : . �: ^-r . ,h> >�: v o ,. . , .. r . . �' ,- (. "- , . ,- 'x,, . , , ^ . - „ #x. .'. . ^. '..,, .I ' -. r .r w'.• a �` r I P� � c- r . . -� ,. . m--. �' �, y � ,e ..,;, I ,, " � ., -. ,H . �.n- .. t:•..,., :.Y , ,Ru,af %,�" {i�'; r�; �.��;��,2:.�' r •�' s � } .er.. .r< » 1.6:: . � "�. . +f 'i�f * a „�' '"� nt J �/t`wX�'1; '�e. •r,« x -k... a�G':"_ y � : [, * ^ r+ 'r .+.':$',,. i ,t rX,-l'<F' I, ;qy 'e5.a : rn.erc � :'�P [ whar�,.4�.drS...,_._ ' .'r. ....�'dr ,'�'aM ,�' # b^ ., �a �"t.�`2r;.'�'r..�l'�v5r�(2etf "J.l".ty}.i{`Jk"��,.iw_ ,�r✓im�'.�:�e.' ,Yw, '.Y€i:..,9 ,.ndw'}.t�{s.. R�a:1.:��,",,�7k�W-_n'"�rw,�; 'r �"w,Ll4,9xif.4i�:�i'`k.L':'�,�. "£�!C::��', `.�,��3,{,.`.u(��f'As@�!T6'Glx` *,5.. et�lcaii's�.��ee,,.�M....":a4 �w. ., 1 v CONCRETE I, ALL CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENTS c � OF THE AMERICAN CONCRETE INSTITUTE A.C.I, 318 LATEST EDITION, 21. SLAB ON GRADE SHALL BE POL12ED IN STRIPS. CONSTRUCTION OR m CONT 2. CONCRETE PROTECTION FOR REINFORCEMENT SHALL CONFORM EITHER JOINTS SHALL HAVE A MAXIMUM SPACING OF 30'-0' IN 2"x 8" RIDGE BM TO LATEST A.C.I. SPECIFICATION EITHER DIRECTION MAXIMUM AREA OF POLP SHALL BE 2700 SO. / 12 FT. / II 3. ALL TEMPERATURE REINFORCING SHALL BE SUFFICIENTLY 2ZALL WALL AND PIER FOOTINGS SHALL BE MINIMUM OF 12' THICK II 240a ASPHALT ROOF SHINSLES EMBEDDED TO DEVELOP FULL STRENGTH IN ALL CONCRETE AND PROJECT 6' MINIMUM BEYOND ALL FACES OF WALLS AND WALLS AND SLABS. 152 ASPHALT BOOP PELT PIERS UNLESS OTHERWISE NOTED, I/2" GDX PLYWD SHEATHING 4. PROVIDE ADEQUATE TIES FOR ALL STEEL REINFORCED IN SLABS, 23. GROUT USED SHALL BE NON-FERROUS NON-SI-RINK GROUT BY IN- BEAMS. PIERS. AND WALLS. REINFORCED TO BE HELD AT PAKT AND SHALL ATTAIN A STRENGTH OF 4.000 PSI IN 7 DAYS. 2"x 8" RR-Ib"OG / CORRECT DISTANCE FROM FORMS AND EARTH BY STEEL CHAIRS OR \ TIES. 24, ALL SLAB TEMPERATURE REINFORCEMENT TO BE FIBERMESH 5. FOLLOW C.RS.I. RULES FOR PLACING ALL REINFORCING STEEL CONCRETE REINFORCEMENT AS MANUFACTURED BY FIBERMESH CO. \�\ AND ACCESSORIES. OR APPROVED EQUAL MIXING AND PLACEMENT SHALL BE IN 2"x 4" COLLAR -y ACCORDANCE TO MANUFACT(RER'S SPECIFICATIONS. /- TIES 1 32" O.G. 6. CONTRACTOR SHALL SUBMIT CONCRETE MIX REPORT WITH 25. FLOOR SLABS SHALL BE POLRED IN STRIPS. CONSTRUCTION OR L COMPRESSION TEST RESULTS TO ENGINEER FOR REVIEW PRIOR TO CONTROL JOINTS SHALL HAVE A MAXIMUM SPACING OF 30' - 0' IL STARTING FOUNDATION CONSTRUCTION. IN EITHER DIRECTION. MAXIMUM AREA OF POUR SHALL BE f 1.0 7, REPRESENTATIVE TEST CYLINDERS SMALL BE TAKEN FROM THE 2700 SF. __ M'� O 0 CONCRETE PLACED EACH DAY IN ACCORDANCE WITH CONCRETE 2"x 10" FB-Ib"OG 9" (R-BOJ BATTS W O SPECIFICATIONS, TESTING SHALL BE PERFORMED AT 7 AND 28 NOTE: HURRICANE TECO AT � I DAYS. -- ALL ROOF RAFTERS 8. ALL FOOTINGS SHALL BE CAST ON UNDISTURBED OR CONTROLLED E /� RTH W ORK ,cti� ,. r -��� - " -.c, r�. - .� r� V I� ci _� COMPACTED SOIL, 2 TSF DESIGN BEARING CAPACITY, WHEN LHH �{ FOOTINGS ARE BEING PLACED. A SOILS ENGINEER RETAINED BY •'' , 0 x THE CONTRACTOR WILL EXAMINE THE SOIL AT FOOTING BOTTOM, _ - of O AND CONFIRM ITS CONFOMANCE TO THE DESIGN BEARING O-0 ASSUMPTION. NO FOOTING SHALL BE PLACED UNTIL SUCH L ALL FILL AND BACKFILL BEING USED UNDER FOOTINGS, SLABS, L 1/2" GYP BD ON WALLS X CONFIRMATION IS OBTAINED. PAVEMENTS. OR OTHER ST12LJCTLJPAL APPLICATIONS, SHALL BE :t'r AND GLS (TYP) 2" CONT. w�, Q W Q TESTED FOR SUITABILITY. � ` SOFFIT VENTING V/.I' /\ a Z LL 9. ALL CONCRETE SHALL ATTAIN A MINIMUM STRENGTH OF 3,000 PSI o 28 DAYS, FOUNDATION, SLABS ON GRADE AND CONCRETE 2. NO FILL OR BACKFILL CONTAINING STONES OVER 4', FROZEN -' mai u �V cq EXPOSED TO WEATHER SHALL BE AIR ENTRAINED. MATERIALS OR DEBRIS WILL BE PERMITTED. � '' Ii W Lu J_to 10. CONCRETE USED ON THE FLOOR LEVEL SHALL BE LIGHTWEIGHT 3. AL FILL WITHIN 6' OF THE BOTTOM OF SLABS AND PAVEMENTS 3 1/2" (R-IU BATTS / 0 S CONCRETE (115 PCF) AND SHALL ATTAIN A MINIMUM STRENGTH SHALL BE NON-FROST SUSCEPTABLE': UNIFIED CLASSIFICATION F ' OF 3000PSI AT 28 DAYS. G12OLPS GW. SW, GP AND SP WITH A MAXIMUM OF 3% PASSING Q p m THE a200 SIEVE MEET THIS REQUIREMENT, THESE ARE ESSEN- II. ALL CONCRETE REINFORCING STEEL SHALL BE IN ACCORDANCE TIALLY CLEAN SANDS OR GRAVELS. FAMILY RM. W WITH ASTM A-615 GRADE 60 DEFORMED BARS. FOYER 4. FILL BELOW 6'SHALL BE 'FREE DRAINING', THESE SOILS ---- CL HALL OPEN TO ABOVE T 10 12. THIS CONTRACTOR SHALL COOPERATE WITH ALL OTHER,TRADES ARE ESSENTIALLY SANDS AND GRAVELS WITH SOME NONPLASTIC - - AND WHERE REGI IIRI;D INSTALL ALL BUILT-IN WORK. SLEEVES, FINES SUCH AS 'FINE SAND- OR "INORGANIC SILTS'. d ` INSERTS. ETC., AS REQUIRED FOR A COMPLETE JOB. v 5. THE FILL OR BACKFILL SHALL BE PLACED IN 8' LAYERS 13. ALL STRUCTURAL MEMBERS SHALL BE POURED FOR THEIR FULL (LOOSE) AND COMPACTED TO 95% OF MAXIMUM DENSITY (ASTM DEPTHS IN CNE OPERATION, CONSTRUCTION JOINTS SUCH AS A D1557) OR 901 OF RELATIVE DENSITY (ASTM D4253/4254). THE DAYS POUR JOINTS SHALL BE LOCATED IN THE MIDDLE OF THE RESIDENT ENGINEERS OR TESTING LABOREXT. GLUE GLUEEDD AND SCREWED LABORATORY WILL CONFIRM 5/8" PLYWOOD LR W/ SPAN. MAIN REINFORCING TO RUN THROUGH THE JOINT, KEY AND LIFT THICKNESS. UNDER NO CIRCUMSTANCES WILL DEEP FILLS ROUGHEN JOINTS TO EXPOSE AGGREGATE FOR CHEMICAL BOND. OR COMPACTING USING PUDDLING OR PONDING METHOD BE 3 I/2" (R-I D BATTS TO FLR BEAMS. BLOCK ALL ALLOWED. UNSUPPORTED EDGES W. NO HORIZONTAL JOINTS SHALL BE PLACED IN WALLS EXCEPT AS SHOWN ON THE DRAWINGS. WITHOUT THE APPROVAL OF THE 6. ALL SOIL TESTS, DENSITY TESTS. AND INSPECTION OF FIELD (2) 2' X 4' CCA PLATE W/ 1/2' ENGINEER. COMPACTION PROCEDURES SHALL BE PERFORMED B7 A TESTING _ __- _ -- DAI. ANCHOR BOLTS ° 6'-O' O.C. LABORATORY EMPLOYED AND PAID FOR BY THE OWNER, , 2'k 10" FB-Ib"OC ( MAX 10' FROM CORKERS > 15. MAXIMUM LENGTHS OF FOUNDATION WALL POUR IN ONE OPERATION - OVER MTU. TERMITE SHEALO <F'PSW �gehi SHALL BE NO MORE THAN TWO CONSECUTIVE COLUMN DIM. OR 60 AND SILL SEAL �+M FEET. 16. ALL SLABS ON GRADE SHALL HAVE THICKENINGS, DEPRESSIONS: o OPENINGS, ETC., AS REQUIRED OR AS SHOWN HEREIN OR ON 4' E LALLY COL. §" ARCHITECTURAL DRAWINGS. OVER 36" X 36' )X Ib' 16 P.G. DEEPFOUNDATIONF WALL ON ` Zg(gp POURED CONC. FTG 16"x B" DEEP P.G. FOOTING 17. PROVIDE POCKETS IN WALL FOR COLUMNS, BEAMS AND SLABS. ~F NEN+ i 18. MINIMUM BEARING ON WALLS OR BEAMS- 4' FOR SLABS, 8' FOR 4" P.G. SLAG ASPHALT DAMPPROOFIN6 J BEAMS. U.O.N. 19. TOP ELEVATION OF SLABS SHALL VARY ACCRODINIG TO FINISH FLOOR MATERIAL, SEE ARCHITECTURAL DRAWINGS. D] 20, IN ANY APPROVED CONSTRUCTION JOINT, PROVIDE TX4' KEY MIN. AND 24 BAR DIAMETER LAP (16' MIN) OF REINFORCING, EXCEPT FOR SLABS ON GRADE. W 0 O z FRAMING-L. GENERAL NOTES SECTION W Q I. ALL FRAMING LUMBER SHALL BE PEM-FI12 OR EQUAL, NO, 1 OR SELECT 17. DESIGN LOADS ARE AS FOLLOWS PER 50. FT. 114' - STRUCTURAL /4- -STRUCTURAL GRADE, WITH MINIMUN ALLOWABLE BENDING STRESS FOR LOCATION LIVE LOAD DEAD LOAD DEFLECTION REPETITIVE USE. FB • 900 PSI IST. FLOOR 40 P.SF 10 P,SF. 0360 Z ALL JOIST AND GIRDERS SHALL HAVE FULL 4' MINIMUM BEARING IN 2ND FLOOR 40 P.SF. 10 P.S.F. L/360 MASONRY WALLS. ATTIC 10 P.SF. 5 P.SF. U240 ROOF 30 P,S.F, 15 PSF. 0240 3. ALL BRIDGING SHALL BE SOLID AND FULL DEPTH OF JOIST. ROOF 30 P.S.F. 10 P.SF. L/240 4. USE METAL TECO FRAMING ACCESSORIES AS SPECIFIED HEREIN AND RNOTE, CEILING BEAMS OOF RAFTERS NCREMAY HAVE TO SE FOR HIGHER INCRENOWASED FOR STORAGE AND p� AS DETAILED. USE NAILING AS RECOMMENDED BY THE MANUFACTURER, o Y LL 5. TOE NAILING OF JOIST TO HEADER IS NOT PERMITTED, USE MINIMUN 16 GA. 18. ELECTRICAL WORK SHALL CONFORM TO NATIONAL H.ECTOCAL CODES, STANDARD JOIST HANGERS WHEREVER JOIST FRAME TO SIDE OF HEADER, LATEST EDITION, AND ANY APPLICABLE LOCAL CODES. A MINIMUN OF ONE pp (U SMOKE DETECTOR SHALL BE PROVIDED IN EACH BEDROOM AND ONE 1111°•v Ii 1 °•° 2 6. PROVIDE "AC' POST CAPS FOR ALL GIRDER / HEADER TO POST ON EACH FLOOR (EXCLUSIVE OF ATTIC) CONNECTIONS AND "FC'FRAMING CLIPS AT POST BASE FOR ALL INTERIOR19 ALL HEADERS TO MINI 2'X10', UNLESS NOTED DTI-IB2WISE. 1 0 AND EXTERIOR GIRDER / HEADER SPANS GRADER THAN 5'-6' CLEAR SPAN. °'Iv 1 °'° ? - - - W W 7. PROVIDE 142.5" ANCHORS BETWEN FLOOR JOIST AND ALL EXTERIOR WALLS 20. DOUBLE FLOOR JOISTS SHALL BE LOCATED UNDER ALL PARALLELPv I 1 AND 1`7A' ANCHORS BETWEEN FLOORS AND AT INTERIOR BEARING WALLS PARTITIONS. Iv.w v.dv AND AS SHOWN 21 INDOOR DESIGN SHALL BE 72 DEGREES F.MAX FOR HEATING AND 70 DEGREES 1 d 8. PROVIDE SPECIAL HEAVY DUTY AND SKEWED METAL HANGERS WHERE F. MAX. FOR COOLING BASED ON 10 DEGREE$ F. WINTERTIME TEMPERATURES 1 �A SHOWN AND AS MAY TO BE REQUIRED TO TRANSFER ALL LOADS. AND 83 DEGREES F. SLMME12TIME TEMPB2ATLRE LISTED IN TABLE 2.2 OF THE 9. ALL EXTERIOR SHEATHING SHALL EXTERNEW YORK STATE ENERGY CODE PLUMBING AND HEATING NOTES DEC. 2001 IOR GRADE. CDD PLYWOOD, Il`• a'w di�'Et 1/7 MINIMUM THICKNESS. ALL SHEATHING HING SHALL BE NAILED WITH 6D NAILS. 22. ALL EXPOSED HOT WATER PIPES AND HEATING DUCTS SHALL BE INSULATED a'w 6' CENTERS AT EDGES AND 10' CENTERS IN THE FIFA. PER SEC. E403A AND E403.10 OF THE NEW YORK STATE ENERGY CODE ALL • w CONSTRUCTION SHALL BE IN ACCORDANCE WITH PREVAILING CODES AND . e I. ALL PLUMBING FIXTURES AND HARDWARE TO BE AMEIICAN STANDARD OR 1.-0. APPROVED EQUAL _ _ - _ e - -1 T _ - -- - 1/4. . 10, CONTRACTORS SHALL SUPPLY ALL TEMPORARY BRACING OF THE STANDARDS. STRUCTURE. AS REQUIRED. UNTIL ALL EXTERIOR SHEATHING HAS BEEN - '-, INSTALLED. 23. THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REOUIREMENTS OF 1 P'Iv L'' THE NEW YORK STATE BUILDING CODE. WHEN BUILDING IN OTHER JURISDICTIONS. 2 ALL PLUMBING SUPPLY PIPING TO MINIMUM TIT DIA. COPPER FROM 3/4' II v.•�V 11/4,1, 1 I w•v I lu v I la•v drawn vy: II. BUILT-UP GRIDERS AND HEADERS SHALL BE FASTENED TOGETHER AS VARIATIONS. OR ADJUSTMENTS MAY BE REQUIRED. VERIFY ANY SUCH DIA. COPPER MAINS. nrt. - °IV 1 C.W,KUEHV FOLLOWS, REQUIREMENTS WITH LOCAL CODES CR ENFORCEMENT OFFICERS. "v GOTOM (A) FOR LIP TO 3 PLIES, USE 2 OWS OF NAILS STAGGERED AT 12' 3. ALL MAIN PLUMBING VENT AND WASTE LINES TO BE A MIN 4' DIA. AND TO FOR ol°,uwwela w r 1 ,.i died(ed by; CENTERS. USE IOD NAILS ON 1 1/2' MEMBERS AND 160 NAILS ON 13/4' 24. THE ARCHITECT / ENGINEER ASSUMES NO RESPONSIBILITY FOR CONST12LICTION BE CONNECTED TO AN APPROVED SANITARY SYSTEM. IST ^LM1 °•w °•° MFJv18ER5. MEAN'S. METHODS. TECHNIQUES, SEQUENCES, OR PROCEDURES OR FOR THE v.• (B) FOR MORE THAN 3 PLIES, USE 2 ROWS OF 3/8' DIAMETER THROUGH SAFETYP12ECAUTIONS AND PROGRESS IN'CON.MJNCTION WITH THE WORK. 4. ALL C.O.S TO BE LOCATED AS PER NEW YORK STATE BI.LING CODE. v.• ` ° ° w a'w THERE ARE NO WARRANTIES. NOW ANY MERCHAINTIBILITY OF FITNESS, NOR 00 In•w r e s w BOLTS AT 12' CENTERS STAGGERED. • w 11fpJecE ro: A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. 5. IF APPLICABLE,STATE B IL GALLON WATER NEATER TO QE INSTALLED AS •'° ` ° 21153 12. ST12UCTUAL STEEL SHALL BE ASTM A-36 MINIMUM. PER NEW YORK STATE BUILDING CODE. .; �, ro,,:�neveo 25. THE ARCHITECT / ENGINEERS CERTIFICATION APPLIES ONLY TTHIS PLANS �eertm e»reM 13. CONCRETE FOR FOOTINGS AND SLABS SHALL HAVE A MINIMUM CONFORMANCE TO THE NEW YORK STATE BUILDING CODE CONTRACTOR 6. HEATING SYSTEM TO BE OIL OR GAS FIRED PERIMETER BASE BOARD NOT •'xaw°rlu^ COMPRESSIVE STRENGHT OF 3500 PSI AT 28 DAYS. SHALL VERIFY ALL DIMENSIONS BORE STARTING CONSTRUCTION DO NOT WATER, SIZED AND INSTALLED AS TO MAINTAIN MINIMI-M 70 DEGREES R GONG^I SCALE DRAWINGS - FOLLOW WRITTEN DIMENSIONS ONLY. AT THE BUILDING INTERIOR WHEN THE OUTSIDE TEMP. IS AT O DEGREES F. P IN 14. ALL CONCRETE BLOCK SHALL BE LOAD BEARING CONCRETE MASONRY WITH 15 MH WIND. PLUMB 1 NG RISER DIAGRAM NO SCALE # UNITS CONFORMING TO ASTM C-90. 26. GENERAL CONTRCTOR TO COORDINATE WORK BETWEEN ALL TRADES. 7, 817E AND TYPES OF APPARATUS, EQUIPMENT, AND SYSTEMS CONTROLS WILL 15, MORTOR SHALL CONFORM TO ASTM C-270. TYPE M. 27• DOUBLE STRUCTURE AROUND ALL FLOOR. CEILING AND ROOF OPENINGS COMPLY WITH NEW YORK STATE CODE E-4Q3 'BUILDING MECHANICAL SYSTEMS'. E-404 *SERVICE WATER HEATING' AND 7813 OF THE NEW YORK A-6 16. PROVIDE HORIZONTAL JOINT REINFORCING AT EVERY SECOND COURSE. 28. PROVIDE ACCESS TO ALL ENCLOSED CRAWL SPACES ANDATTICS. STATE ENERGY CONSERVATION CODE. NO. 9 OLR-O-WAL OR EQUAL. 29. VENTILATE ALL CRAWL SPACES AND AYTIC5 AS PER CODE -MEASURED IN TOTAL FREE VENTILATION AREA. ,� SECT CN.le . SEC71pN / MOTES 30.REMOVE ALL ASPHALT MATERIALS FROM ENCLOSED ATTIC AREAE IF EXISTING, 7W •, ' , .. t< ^i: „v 1 _ i _ i . I � '',Y 4.. r8 "A+ Go. 'a q - 1 _ s ; ),n v - ,( _d,,,:.::yr�.�.� ,.--...•...r -.:�' ',I.:?P�;:sc� L�_, :a:L:,- .. - _.�_>3�_,��. , •• >1 "...- . 4 a �8,x�',_. ... _ :X } __ , - - d . .,. :a ,i. . . i,/-. _ _ ,i . -_c __. 'M•iis..�ai4dUS 5.Sa_. _ .y">_- .,a a�ayri .a,. .a, . L 19'-0' 34'-0' 21'-0' --------------- --------- I a I r--------- ---- ----------- DROP ___ __________DROP TOP OF 1 FOOTING 4' BELLOW I 19,_6= GARAGE SLAB I I I I I vo I I I 1 m£ I I I GARAGE ` IL j UNEXCAVATED j NO 14 N 4' P.C. SLAB W/ m mW O 6' 410, 6"X W.W.M. SLOPE DN 2' TO DOORS ni in �0 1 U COrU "BILCO" DOORS I TO BASEMENT K Q OWNER TO v \ O MT SELLECT SIZEry 1 � T dZW G V. MTL. WINDOW WELLS 1 m 1 NESC� PER GRADE ITYP.) Q W DROP TOP OF U FOOTING 4' BELLOW W J LO SASH (T'YP) GARAGE SLAB 1 D =O 2814 - - r _ _--- ___ ______-_ I � F) CO v Q0 � L__ ___ ____ W c} mL -P r---- - ------- r- --- - - ------ m �Q � ImOzw I I v d I I a j 0 8' OY61111 9'-0' j 3, 1 8' POURED CONC. FOUNDATION WALL °) UNEXCAVATED O OVER 20'X10' POURED CONC. FTG. STEP FOOTING 4" P.C. SLAB W/2-1 1 1 PERK TIOCODE 1 410, 6'X 6' W.W.M. F _ --'� (3) 1 3/4"XII 7/B" ML (3) 1 3/4'X11 7/8' ML. L _ __J l \ �pED Aq J BEAM \ I X91 W1LLy�C'11�, F7__ POC. L J POC. BEAM m \ \\ STEP FOCI'ING POC. iu \\ --------1 • 24 RATIC \ PER N.Y.S. ODE I � I zo F y 'E, 12,_8. _ 8• m_ _ 37_1 e 2'_B' 6'-7' ^ N 7 'Q Cj 12O a `o w g II a Q l l m l W SASH (TYP) j z — CELLER 2814 asMr mN m Z (3) 1 3/4 XII 7/8' ML. 4' P.C. SLAB ON .004 M(L. Q v SASH (TYP) Ch - - - - (} -I - I� � I� D� —� i � � - - �� -I I POLYETHELENE VAPOR BARRIER m w 2814 BSMT ,,,IIIJJJ N 0 I 8'-O' CLG HT d N J 31/2" o COL. OVER L J L — J L — J L _ J fi" (R-191 BATTS IN FLOOR OVER 1 W Q I II ALL EXPOSED HOT WATER PIPING 36" X 36' X 12' II I AND/ OR HEATING DUCTS TO BE 1 O POURED CONC. FT'G (TYPJ Q m o INSLLATED AS PER N.Y.S. CODE 10'-7' 10'-5' e'-11' 8'-11' 8'-11t a uJ P a ti aM 10' 18'-4' = 7 -8' I I II II vl I tt - I I M I I 1 BEAM FF �.. SASH (TYP) I POC. (3) I /4'X11 7/8' ML. (3) 13/4'X11 7/8' ML. ( 1 3/4'X11 7/8' ML, (37 3/4'XII 7/&' ML. I 1 2814 BSMT O II G- -I - - -I- - - - � - - - 31/2' OC L, OVER I 1 0 LLS 36' X 36' 12' AS NESC.LP PER GRADE NDOW EYP.) j L_-- L — J N L L J L J POURED ONC. FT'G (TYP,) O J z 1 �I ro l I m 'NASCOR' J/55-II 7/8' FL BIDS O O • 16' O.C. 0 m I I ml 1 W w O PROVIDE (n LAYER 5/8" TYPE 'X" GYPSUM0 SASH (TYP) BOARD TO ALL COMBUSTABL SURFACES m l I I I O 2514 BSMT WITHIN MIN. 5'-0* FROM ALLHAT r + -1 �m} J r ----- --J a GALV. MTL. WINDOW WELLS PRODUCING EQUIPMENT I AS NESC, PER GRADE (TYP.) I I r date, L I L J L J DEC. 2001 4 'NASCOR' NJ/55-II 7/8' F BOB (2) FUR BMS e 16' O.C. e o = 2 SLd�el "NASOOR' NJ/55-II 7/8' FL BIDS K o = ` • 16" o.c. °' m � i i o drawn by, 1 1 6' 0' 13'-0' I 13'-B' 8-0' 1 AI C.W.KUEHN z I POC. POO BEAMEAMI BEAM OVER 20'010' POUREO CONC. FTG.UNDATION ALL L{1eLkL'd bl{I 3� 'NASCOR" NJ/55-II 7/8" FL BDS POC. \ _� �.. I 1 m 16' O.C. r j 1 project no; L___ _J 1 o r______ 21153 S' CHEEK 1 1 TAMP E WALL 36' v o -j FILL BELLOW F GRADE L________-_ _J v " PRE- FAB FLLE • CLG rF�CUNDATION FOUNDATION PLAN -------- JI/4' = I'-O' ' ' ' ' 6'-0' 6'-0' 1l'-B' 15'-0' B'-0'NOTE: DOUBLE ?ALL FLOOR BEAMS UNDER PARALLEL PARTITIONS 76'-B' � al b