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HomeMy WebLinkAbout30131-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31340 Date: 12/20/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1000 HILLCREST DR ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473869 Section 13 Block 2 Lot 8 .27 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 1, 2004 pursuant to which Building Permit No. 30131-Z dated MARCH 2, 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 SINGLE FAMILY DWLLING WITH ATTACHED TWO CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR. The certificate is issued to JAMES DEMILT & ASSOC. LTD (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0020 09/30/05 ELECTRICAL CERTIFICATE NO. 2008582 10/18/04 PLUMBERS CERTIFICATION DATED 05/12/05 HI-TEC PLUMBING & HEATING 1 ut riz Signature Rev. 1/81 Form No.6 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 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, Swinuning 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 $15.00 i New Construction: !/ Old or Pre-existing Building: _ _(check one) 1 Location of Property: do° _ �7` _ cam_ .___ T House No. Street / Hamlet Owner or Owners of Property: w✓�B�_ / _ Suffolk County Tax Map No 1000, Section_ 013 Block OCO a Lot 00$, O,P 7 Subdivision Filed Map. Lot: $ermif£fe.- Dat oflennit. l � �pficant-.— t -- Health Dept. Approval _____--_--Underwriters Approval — Planning Board Approval: Request for: 'Temporary Certificate Final Certificate: (check one) Fee Submitted: $ _ ;2 h ppitcant Signature 3?fay 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. 30131 Z Date MARCH 2 , 2004 Permission is hereby granted to: R COHEN (J DEMILT) 1000 HILLCREST DR ORIENT,NY for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR at premises located at 1000 HILLCREST DR ORIENT County Tax Map No. 473889 Section 013 Block 0002 Lot No. 008 . 027 pursuant to application dated MARCH 1, 2004 and approved by the Building Inspector to expire on SEPTEMBER 2 , 2005 . Fee $ 1 , 354 . 20 Authorized Signature ORIGINAL Rev. 5/8/02 =o�oFFOL Ir�°Gym Town Hall,53095 Main Road y Z Fax (516)765.1823 P. O. Box 1179 - _ Telephone (516)765.1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N l DATE: 5)j-210-5 Building Permit No. �� J Owner: (PiMUMMOM&HEATING ENT INC. 700 MAIN RD. RNERHEAD,NY 11901 Plumber: 631-722-9616 5 MgM61we ele 3OWNto- (please print) I certify that the solder used in the water supply system contains less than 2/10 of 18 lead. jjQ_QAJ ( lu s Signature) Sworn to before me this • day of \► i9 � Notary Publinty No.0; 118199 yak Commis�siin Suffolk Coup Expires Nov.8, O cPcPrJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�cPrJ�rJ�r>ncP cPcPrlr1cPr�r� r� cPcnrJ�r�cPrJ�rJ�rJ�rPrJrJrJcPcPrJrJ�rJ@PrlurJrJ�rJ�rJ@PrJ�c!rJ�rJ� o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY c5 �5 40 FULTON STREET — NEW YORK, NY 10038 5 Ic CERTIFIES THAT 5 Upon the application of upon premises owned by 5 390 OPERATING CORP. JIMMY D CONSTRUCTION 5 LOCUST AVE. 191 WEST SLIP, NYE 7E 195 NE SUITE D5 �S BOHEMIA, NY 11716-2162, 5 Located at 1000 HILLCREST DRIVE ORIENT, NY 11957 5 5 5 Application Number: 2008582 Certificate Number: 2008582 5 Section: Block: Lot: Building Permit: 30131 BDC: nsl1 5 5 Described as a Residential 1800-2399 square ft. q occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: Basement,First Floor, Second Floor,Attached Garage,Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 55 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 18th Day of October, 2004. 5 Name OTY Rate Ratine Circuit Type 5 Alarm and Emergency Equipment IffS 5 Sensor 1 0 Carbon Monoxide Sensor 7 0 Smoke 5 5 Appliances and Accessories 5 Pump Motor 1 0 1 H.P. S 5 5 Exhaust Fan 1 0 F.H.P. Future Appliance Feeder 1 0 20 Amps 55 Future Appliance Feeder 1 0 40 Amps 5 5 Hydro Massage Tub(Therapeutic 1 0 �+ Furnace 1 0 Oil r5 5 11 Wiring and Devices 5 Outlet 46 0 Fixture 5 5 5 Fixture 46 0 Incandescent 5 Outlet 76 0 General Purpose 5 Receptacle 56 0 General Purpose 55 Switch 32 0 General Purpose e5 Arc Fault Circuit Interrupter 3 0 15 amp seal N, IN Receptacle 1 0 20 amp Laundry c5 5 Continued on Next Page 1 of 2 rrrc SThis certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 S M �LP��LP���ss���ss������sss ss ��� ����� ��ss�ss�� o N9 o rJ�rJ�rJ�rJ�rJ'rJ'rJ'rJ�cfc.frJ��1'rJ@1'cl��r�� cn r rr�nrn�rr� ����n�nn�c.rrrn��.n�n�n c.r�n��n�n�.rr����.rr.l��nns� a 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY S 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT Upon the application of upon premises owned by 5 390 OPERATING CORP. JIMMY D CONSTRUCTION 5 5 1555 LOCUST AVE. 191 SECATOGUE LANE 5 SUITE D WEST ISLIP, NY 11795 5 5 BOHEMIA, NY 11716-2162, �5 5 Located at 1000 HILLCREST DRIVE ORIENT, NY 11957 5 Application Number: 2008582 Certificate Number: 2008582 �5 5 Section: Block: Lot: Building Permit: 30131 BDC: ns11 Described as a Residential 1800-2399 square R. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 �S Basement,First Floor, Second Floor,Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed S 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 18th Day of October, 2004. 5 5 Name t TY Rate Rating Circuit Type C5, 5 Receptacle I 0 30 amp Dryer 5 5 Receptacle 5 0 GFCI 5 LJ' Service S' 5 1 Phase 3W Service Rating 200 Amperes 5 Service Disconnect: 1 200 cb �5 5 Meters: t S 5 5 5 5 5 5 5 seal 5 7 2 of 2 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 OrJLrL3 Lf3rQ3PLL P rL3iig3O 12/20/2005 15.118 7188339500 PATRICK W JOHNSON PAGE 02 Via Facsimile December 20,2005 631 7659502 Re: James Demilt to Robert& Christina Johnson Property— 1000 Hillcrest Drive Orient,New York To: T rwn of Southold Building Dept. We,Robert W. Johnson and Christina, being duly sworn, deposes and say: That we will supply our own refrigerator in the above premises. Az/-'-� '0�la;pa- Robert Y. Johnson Vafiorney Patrick W. Johnson ylifi7� Christina Jo on Sworn to before me this 20t'day of December, 2005 ..A KA HLPXEN tjNsorN.��C— Commissioner of Deed CRY of New York No2-3386� nlj . C" Mmtton Exes .20� / / /✓ [ �o�aOF SOpT�o6 �co TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I UL [ ] FRAMING / STRAPPING [ ' FIN [ ] FIREPLACE & CHIMNEY [ ] FIRE S INSPECTION REMARKS: oi�= � A DATE ( 0 � INSPECTOR V SOUT�oIo coulm � TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS. c% cr 19 s� �✓r— :/y-v�s DATE 0 INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [�SULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY J [ ] FIRE SAFETY INSPECTION REMARKS: �(� ( .Qo 4 2 "Q • DATE Z � 500INSPECTOR v 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ �RAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR �*-' 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] F"NDATION 2ND [ ] INSULATION [ ✓]/FRAMING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARK C DATE INSPECTOR -2 go / sl 765.1802 BUILDING DEPT. 1 SPECTION WOFO DATION 1ST [ ] ROUGH PLBG. UNDATION 2ND [ ] INSULATION [ ] FRAMIN [ ] FINAL [ ] FIREP CE & C IMNEY [ ] FIRE SAFETY INSPECTION 77EARKS: DATE INSPECT 3c 1 3 / t 765-1802 BUILDING DEPT. INSPECTION [ , OUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY IECTION REMARKS: X71 DATE -7V7ZQIV INSPE 1 1 1 � � • �.� � 11 FRAMINGFOUNDATION WFA FOUNDATION(2ND) ROUGH PLUMBING INSULATIONSTATE ENERGY CODE - - - --�-- '�-- - i .moi %ml J _✓ ®� I 01 r; I 0ri Z. ,wkG , J i I TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALO tBoard of Health SOUTHOLD,NY 11971 e3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ,r Survey www. northfork.net/Southold/ PERMIT NO. 30/3 Check Septic Form N.Y.S.D.E.C. Trustees Examined '3h 200� Contact: Approved ��y , 20 C`' Mail to: Disapproved a/c Phone: Expiration---Y-4—,20 05 uilding Inspector APPLICATION FOR BUILDING PERMIT Date 3 // 20�� INSTRUCTIONS a. This 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 in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or 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. (Signature of applicant or name,if a corporation) 7,2 S Sia✓ S� Z�5-42 Arc- AA Y (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section ?j Block 01-2- Subdivision - 02 SubdivisionS �Sfn�P-5 Filed Map No. ..Fn,, Lot �1> (Name) „ +'; r 2. State existing use and occupancy of premises and intended use( and occupancy of proposed construiNon: a. EAisting use and occupancy�i'AC A✓1 � /A,7 b. Intended use and occupancy /l i B L✓ ao F Figr";// e��'nc 3. Nature of work (check which applicable): New Building ,tgrAddition Alteration Repair Removal _Demolition Other Work (Description) 4. Estimated Cost 4C�--C) � oo Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units_ / Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or 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 same structure with alterations or additions: Front Rear 49'y DepthHeight 3/ z Number of Storied. 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front IA-1-Y Rear 13C, // Depth 2/ 3>, y6' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated I3 — '15j�D 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO _Will excess fill be removed from premises? YES NO i/ 7A "Aaf ,*, G/- 14. f14. Names of Owner of premises SNMes bgm;,/'f Address Fr iv Phone No. 5/6 65tJ-5 60 Name of Architect g rolc>' Ge.&J,Arcl Addres63v,,r :7to;wPhoneNo 631- ��6-3708 Name of Contractor 3r9rhrs De/Yi,'/f Address 72 honeNo. ,= 5�'-dSo-�Xo 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 1/ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO L/ * IF YES, D.E.C. PERMITS MAY BE 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 141 YJeS ��y�/T being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before met hi 'I day ofQ f C(/\ 20 l�L Nota ublic J Signa e of Applicant BONNIE J.00ROSIO Notary Public,State Ol NOWY At No.O1D06095328,Suffolk Term Expires July 7,20 i TOWN OF SOUTHOLD- PROPERTY RECORD CARD 8,27 OWNER STREET VILL/A�GE DIST. SUrB. LOT ( af FORMER OWNER N E ACR. S W TYPE OF BUILDING RES. SEAS. VL. 3 ` FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS cJ 9 -L 164 i&G gf 6rS is&)hen 1 Ion q \300 9 ►i Q i Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD 75 Meadowland DEPTH r.; House Plot 1933 NOD 13 0 BULKHEAD Total F0JSING 'S i e Boa p C I r EL Insulated Ceiling Housing, 75W NHRIC-17 Remodel IC Housing, 75W _ft100 100W/C Housin NHRIC-17/100 100W Remodel IC Housing -17AT Airtight IC Housing NHRIC-17AT Airtight Remodel IC Housing • Insulated ceiling housing is used where the housing will • Remodel housing is used for quick and easy installation be in direct contact with ceiling insulation in new or existing ceilings where housing will be in direct • Integral thermal protector guards against improper contact with insulation lamping and installation • Integral thermal protector guards against improper • Adjustable bar hangers up to 24" can be repositioned 90° lamping and installation without tools for easy installation • Four remodeling clips secure housing and accommodate • Adjustable socket mounting plate allows use of different various ceiling thicknesses lamp types and sizes as well as proper lamp positioning • Adjustable socket mounting plate allows use of different • Housing adjusts 1-3/8"to accommodate various ceiling lamp types and sizes as well as proper lamp positioning thicknesses • Junction box is listed for through branch circuit wiring • Junction box is listed for through branch circuit wiring and has four 1/2",two 3/4" and four Romex knockouts and has four 1/2",two 3/4" and four Romex knockouts with true pry-out slots with true pry-out slots • Unit slips through 6-1/2" ceiling opening • UL listed for direct contact with insulation • UL listed for direct contact with insulation • UL Damp Location • UL Damp Location • UL Feed Through • UL Feed Through • ETL Damp Location(100W only) • ETL Damp Location(100W only) C , 7, � e L 6z" Ha J 10;" �13i" 20 Nc•ra I.iehline HAROLD E. GEBHARD 8M 363 NORTH WELLWOOD AVE. LINDENHURST,NV 11757 (631)226-3708 FAX(631)226-3088 ARCHITECT July 6, 2004 Town of Southold ' Building Department 53095 Route 25 Southold, NY 11971 RE: Building Permit # 30131Z Job # 02004-19-D James Demilt Residence on Hillcrest Drive Orient Point, New York To Whom It May Concern: Pursuant to your request, I have reviewed the following changes listed below and have found them satisfactory and comply with the new State and Local codes: • 2 - 2 X 12 douglas fir headers above basement windows are sufficient • 12" TJI floor joists @ 16" o/c are capable of carrying the loads above • Spacing and placement of columns in the basement are acceptable and work with the overall plan N E: These ges have been revised on the plans along with other changes. Plea _ s as-builts. urs truly, rol . 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FINE �- c irc v o PoacH S ��0� I O -� SAND (SPJ d � W EL. a' s m N 7 so.a EF Q N p0 CAo J r 16 U d i 41- u 1 S 'W”�o o � (3: ° mac. a. \° F15 Tc 95.0 IULET Bc 94.-1 98.3 N I L CREST DR. c5o� loll loo.0 98.1 94.8 \ J 01.I$.4 ,0 \ cor.lc. curia , pc.94.4 M H •Fi RE +LUG R oAb I�roT Lt- JQ SLIRVE�( of Lor 2S 3`n 3� oFN O?J MAP of 111 ��P�E Ewy Fl1LLCREST ESTATES, SECT 1 \-/ OE�VAG.Mo9� F1LE� MAP No• -1218 * w _ AT otZ1 E1.1T Z ToW1.1 of SOUTHOLD c SUFFOLK COU►�iT�l, Ny o� 0 1000 \3- O,- 8.2-7 4 ° s AREA = 40, X2.8 SF l�1 A S MED DATUM. 1-15A McaUILKIW LAl SU1ZVSY11h1G 2'14 EAST MAIW ST. I ;I:wth„lI,cda1;<r;.l;OI;"r nddl;n,l,I',rh,,.nr, I,I lohlllon ,I sccl;,,;l-$n,ul Wr\o%I oll, m EAST ISuP tilt' 11-13o LJO n the . „ f ihr 11"Ilinrp mh beunn-me and i,,r, r mAed or mh . m;d I- n,i n lual�,i l•.-i it L.d;J all I rl l'InR-it en num prop rl hn .IL 1LI.un +irucmm,ar. co�J I . .;-n1ah:purP�^c;11111 uw:unl;u:nm I;liaW..l m euld,m Inc cracuan ur lcncc.In nhlC' CjGAL-E '• 1" = 30' .I;uzuua ; cnw:a�em lnd;a:vLdlzrom,h:dlrun011l, miillpcnun lonL°uni the,unc, i. mcp.nc.i ti,on iii-handl.Ill ih, onnpum nl ;uulal.111;1,1 uaun;and in the z„w_ncc nt the REV. : 2- 23 -O 4- c:;PA-r E 2 oo 4 lemm�-untuuuol, l.rllll::num.arcuunnunllrihlc hl uddumnal l n<wuuen.or whwL ucm uLLu.r l000 NILL C= Zr--ST DR. Job Qo. G285S- o3 0 o° u x 0 ) VQ �t q'j co k4 WRLI o _ y4 �N a` y WALL OIB' MAR. LIN Lo O \ BRN. SILTY r t0 LOAM role EL' _ 104.i 6 SILT (MU EL. 4 983 ID tl U Yp \ + BRU. SILTY SAAID VIITP 10% GWVE L I \- (SM) EL. I S Io r BRowti I J A 1� / SILTY SAWC) w 14 �r (sM) O EL. J v WATER N.1 c 2D SRM. SILTY O ro ,AR. 2 STY- FR MIN. A 6F=104.5 d $AAlp (SPA) I DD nIFIienY . OCe .: (p,.. m 1 EL. rL-2 Sc 3 IMWATER I�FINE ' e SANDtn - NNufh TC 9S,a wI.EY � Ba"'I 98.3 � 4--X* NTL CRE5T DR. + t- (50') to\d wo.o qg,-I 94.g r OM.N. �� coNC GURO bC 944 06.99.4 , ' ��FIRE PLUG ROAD o PEN 174.1 E Ll_\ 17�1 E L,t✓ SUFZVLY of LoT 25 3N �N ot.� NLAP of r VAkL-LC.TZEST ESTATES `.SECT l J �rLOF NEW F\L.Et:;o MAP IJo• -I218y�P \HG.M YO9 AT aR1Et�lT CERTIFIED To' � p0 f TC>\U" of SOUTHOLO V -6kv'k RT W. JoKN-5ohl w SUFFOI.VG cc-uvx"' W-y CkV,>G1 TthlA R-ACT, I RVpG� A2�STRACT, II..IC . \"3 - C>2-- 8. Z1 (xk L C.O18'1 S S) ne 0502 pe AREA = 40, X028 SF GT2EENF'o1V�1T MORTGAGE Sep LAND SUPJ� zo��a � - ao Fl�I.1C7II.lG L15A MDQ �N ELEV. lt�l ASSUMED L7ATUM. LAVAG SUtZ\/SYVIQG 2"14 EAST MA%W ST EAST 15LIP, 1..1�� 11.130 vas I� ilpi-.m inn n;, rtlr tn.�in rin6'd� mlI.c;J C�2T5: 11 -30-05 ADD (70 2:1 .�.. i puil Iuc auJ r' I WlcnJcl _wJ<in IIIc♦LLCI tlIcnz' ulM1a TINAL. 1 (o 30 - 04 SCAL-p -- .1111,101, ntl Wi,.11a. h i' Ir 111.. II 1 11 'icl II r llillillIliL IIITIII lJtip, CONST. : 4-27- 04 a. ... ,. , i �ro..enn< ...1) _.I u�l+l..lnu�, anal Ih. rua.,�ru'' - 23 -04 QA- >r JAt". CO, 2004 wndm-in.uuglu:. alw,:uum-.lir ien linin icclhL m 111a1 w.lnuuun. 1 N i I bN uj uan 1000 PIP- .._ C-Vv -. 4,=-'T' r)I�2 tc�b Volo. C� f35s- off N ,� M 0 7a NSG 00 X 4 Aq 4? 0 0 9 20 i� 'w F • leo tie e� 1 p2 a 0 3a"� -1A'7Iti WELT_ q?O � n �•�� • M• 4 \ 0� •J q9' MAP LWE Q \ Q lob 0 O \ TEST HOLE 12-31-03 EL.105.3 �\ \ •co BREI. SILTY EL LOAM (oL) 104.3 0 M rr BROWr.I U tJ 0 0 a/ I SILT (MU EL. + Flo SRAI. SILTY 1`o \� N SAMD VJIT14 i 10% GRAVEL 91.3 So' r•�Ir-1. .S }� SILTY SA1JD u \ Io AI- 3 . jr EL. 0 V IV 90 Go.3 0 -0 40.0' WATER 10 c.Nc. FNo. ° ,i' Mom "\ BRN. SILTY TF: 105.1 _ A SAND (SM) EL. ` 1 I r40.0 � WATER IFI - 51.0 BRM. FINE .) SAND (3P) W Eqb L.. 50.3 p N p0 0 r o �i0 d r° 0 c + s o m O• N. 2' 3'7'SU"W. 143 • oo' �� FB Tc 95 ,s.s .0 lr.1LET 9c 94.7 +8H f L CREST DR. (50) bl.l Ino.o 94.8 M.H. ac.26.+ coNc. cuRCi pc 944 MND FIRE LLG ROAD 1JOT � pv-I G LL�� f]��I E L_L JJ� J0 JN J0 SLIRVE-Y of LO'T 25 3_ 3 ON MAP OF r l It-HILLCGRST ESTATES, SECT I �/ F\LEG MAP Wo• —1Z I$ SjpTE pp'� BETH F� AT o1:LlE1.1T * �.�p• BOG p TOw1..► OF SOl1THOL� � � SUFFOLK COU)--1-"I 1111 x S.C.T.M.. \(Dcoo - \3 - o'L- 8.21 3U AREA : 40, G28 SF 0 °Q0z1A zoti, V?- - go LSSA McG� u gN4) Su vvo� ASSUMED DATUM. LA1.10 5U2V1=.YIr.1G R 2 9X1104 s-14 EAST MAIW sT. Iinauth', ,d aha:.... �.a Idm.m l..lhl..m.p n a I INIII n of+ccwn.-'_uv of thr 4.t f orA titan. EAST (SLI P � � 1 I-1'30 I-.Jumm�""Ili" I.I",I I inn.mlct In:IP nol hcarin^the Land llln c.un InkcJ rr cnth...... .ad i- r 011 ull rcJlt v,. .ailc I. Uisl:nlu ...... lnntlp Pcn. Ileo loi.i.tln^slruaurc1ar� Co-6 1 - '2-71-1 - '7)��� z end I,,.mi arcnm Inlcndcd h ewd;m the orccunn ut lawc.IIIalhc. slnmun'• ._nlll:wlnn nullcamd ICltvn shall run nnl. In the nu.nn Int..110111 the wne. i. SCALE I•� = 30 P¢ mcd 1110.111 hn hclll_I.Id ; m11010 erad w te 410 p, CONST. ' 4-27-04 u.,tsnm.oFlh: R EV. : 'L- 23 -04 pAT J.Q�. �p 2Oo 4 end01^_Intilllllh'll: Cef1i11C:IWm.arennlVam0.'Nhelunddlllunalnsthut.un.rn>ubsetuauoena- E r loo0 141LL- CREST DR. Job Qo. Q855- 03 x v ro o 0° n /cVL V�p ��iC It e y �ti Oro U,p J'qti - ?. V, pIL I WtLI , N H� a` WELL — ` O � MAP LINE l L? C e 4 O I ZEST HOLE l 't I t2-3l-ob EL.1o5.'3 1 DVM. SILTY U p rrcF 1 I,\ a.00 LOAM CoL) b4, A N 00 ! 6RowN 0 N U , ' SILT (ML) yo y1p . f0 i , EL. ON 98". oa. - BRM. SILTY m SAI.IC K/ITN 3 /o 7e GRAVEL 50' iN. / (gam EL. WS J� 91.3 `j y SILTY $AMD (SM) Uo Jho F.L. y c s I.v' ' b0.-6 9 GP V4e.j' _ Ao W %*S' m � , .9 o WATER IN A GF-to4.0 150 O 8 GAR. I 2 STY. FR. N 2 SRN. SILTY DRIVEWAY '� M DRIVEWAY N i STY I RES.l l000 SAND (SW EL. .uA�w rWATER IM 4o.C „ 3' O r ,J ce...•o reRCN J O J 6R". FINE 4' • r SAND (SP) 1fl EL. o 0 ev <J Q O _ N ° U FU d 2 o tom]• 2'3—l'S�"W. ' cn \ Te. - 143 . 00 Fp C- -TI 171 tuLeT Tc 95r—0 7°" 96.3 Be 94., .'+D O'r +4 N I L CREST r so 98 , DR cso� ;. •. OM.H. 1 T � ®r*l / cetie, cUwe K=Ct MW RoAb /F14[ LU6 0 E NOT Un O PGN� I 1 vUuJcC7` iG 'e ,vr l5 (; t u.t A l iRx� o u 6 Ll L �N SUR�/E.Y of L_o I T 25 We 1'NirrY h A�dicarb om FA`'� (• O ig O►.1 MAP OF 1 H11_-L-C.T2EST >✓STATES S CJ.UFWOLY,OOtINTYfDEP F" 1E OF . C ivlCEri SSP�tHQA F\L-EC) MAV Wo• -12 18 r A?PRO I`ti C 2 ycQG�9� A-T -1'Z1E1.IT c,< vCZ� TowN of a SEP 3 0 2Q05 I.�; � s , ���� 2/0 04 — SouTHoL_D Dat„ i,it SUFFOLK COL m-r `( S.C.T. Yf Toe sc nfi ( .o 49 ficard to se M.: 100 AREA = 0 2- 8.2 inspec 4oiCe28 SF besutsi,=(OryFO .AB7 >=L6V. 1►.► ASSUMED DATUM Walter J. „tet Office of W23tev/akar"ilegement �< < MCQU I LK I M - P 7 SURVEYWG Ilntllrlhtttized ahcralion or addition to this lanes is a vhdalion of section 7209 of the Nea lbrk SIatc 21 EAST MAI" ST FAuealle"Iris (,Pori of this sone)map not hcarmiz the Land tiune,m,inked or embossed seal is E A int 15LI P e°nsMere6lo he a inn•valid cops b,stanca show,from pmpcnc lines oo existing structures are W�`/ 11,1-60 fix a specific purpose cad use and are nol amended in euide b,the ercaion of linea or other COQ 2•-11 _ 7J`Q slruam, Crndicaiion indicated hercou shall run onl,io the person li,nshom the sones i. r1NA L : t o - 30 - o¢ prepared and on In,behalf In the a,mpanv or aecncros listed hereon and to the a,,,mees of the UND e0 NST. : lending msbtauon (enificaturn,are uol�transicrahlc In additional instillation,0"u cnt osvncre. R EV. : 2- 23 -04- p,A ' -»- cc. 2004 1000 HILL_ GR EST DR. Jim Uo. QgSS-o3 NOTES, SPECIFICATIONS I$ METAILS (UPDATED a-w-OS) - -- - COMPONENT t CLADDING PRESSURE ZONES- "5012(6) GENERAL NOTES SITE NOTES 24r_rJ'r 40'-0 " 4'-0' IN ALL USES) •. P P P P P P P I. ALL LONSTRULTION TO CONFORM 10 ALL STATE AND LOCAL CODES PI NLN GRADE AWAY FROM HOLDING, �- - ], THEE DRAWINGS DO NOT 114CLVOE COMPONENTS F@CESSAR(FOR J PROVIDE ORY WELLS 15 REOUIRE q rO. o/ 2Oi_ i 3i Orr 8° 5, 125'-LY' PJ'_ r' J / GONSTRWl10N SAFETY CONTRACTORS ARE SOLELY RESPONSIBLE FOR 3 ALL lT1EE5 AT HIN IY OF CONSTRUCTION TO BE PERNESTED 3 (] u, 3 3 1 3 3 - 3 U '\\ SUCH(AMPONENTS 4 ANY I-ANA USGAFIFG PAMCEP BY LUN5TRLY LION OPERATION SdALL \ - \ u J 5 BUILDER TO OBTAIN CER➢MLATL OF OGAE'ANGY(C J) BE REPLACED AS REQUIRED 4 MILDER TO LARRY NCIRKHAN' COMP INS IN AMOUNTS AS RYQUIREIT BY LAN U ALL GONES, 51ITEWALKS,CrL DAMA6Pp SHALL BE REPLACED 5 ALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR Al TER Co IS 15`JJEIS V� ,1^ /TJ OWNER TO Be RES1=ONSIBLE FOR FINAL "SURVEY AND C05rs As REQUIRED EXCAVATION NOTES Il'_8r' 3'_TIr 3r_T�� IS'_2r' J ar eulLnePnRrnSnr " Nlw T ARCHITFOT LAC NOT BEEN RETAIIRD FOR ANT FIELD ALPERJISICN OR 115P6Gr1011 I I: CAVATIDN PONTRALTOR TO EXCAVATE TREE TO LIMES ANP TRADES 1 L Q - PRAWIIW£,ARE NOT TO BE YALLD BI CONTRACTOR ANY OSC.REPANLIES ON - Cl1 G F U �? 0 � All t0 DILL IF TO eI LEVELS R'C-TE \ Cl \ /� �° - OR TO ARE TO HE Bltcu[':Ilr ,o AR(wrecTs ArrENnpl IMMEnInT Ftr ] All NOT'SpA. TO BF STOCK FILL FOR Em URE I, P ALL LEARATIA U CHIP IT PIERS MIN 3'-O" , \ jvtJ / / PRIOR rc cON5TWc11oN 1.In TENIAL NBEpED FOR BALE MCL,ro Hs SmLA 1=ILep SCPARArE1 r Nor NEEDED Rx ' I TITIN ARCHITECT FAA BEEN RETAINED FOR NORC PFAAJ ON T1115 PRAOIND ONLY MATERIAL AID UNACOEPIAN E MATERIAL TO BE LEOALL( REMOVED 1=ROM 511E - - -- CjELOW G ADE r r7P GAL) OC� ARCHITECT IS HOT REeil'ONyIBLE FOR OTHER nL.TERA TIONS AND LONpITIONS 3 BALI" FILL SHALL BE All A 12' LIFTS t OCTIPAILMS TO LIBE OF - FiRE/ SMOKE DETECTION r5oD1F1Ep PROCTOR PENs1 rr i rZ e 3 3 d - / REINFORCING NOTES P� 3 - INSTALL sMCKE + CANNON MOIJJxIpE pFTEC,T%R5 A9 SHOWN ON PL4N,WN�S GABLE ROOFS AA -E ROOFS HIP�'2 ' BL SHALL HE IFIIERC EDITION A11 5O MAR THEARE AT GO 70 JFOF INSTALL D INN COLLAR LI Al L REMFOROW BARS TO BE OF THE DIAMETER SHOWN DEFORreD 1 1N12 CC ASTIR TIGERS (B , 10') (10. 1 0 $ 45") (So $B : SUNT ALL ALARrE: IN AT 10 NNW F W ITTI11 T THE ACTUATION FOR ONE ALARtFMOKAI Aft`1 L AC 115 IFITERPIEDIATE 6RAUE NEW BILLET STEEL CONFORDIN6 TO A9ll-I A K TO COMPLY w/ICUTT 2 615 GRADE bO HAVING A DESIGN 5TABAAA OF EOpTO FPC S (2)2X GL/A 3 AT LEAST FEE LAEEAMT MONOXIDE ALARM 15 TO BE FROVIEFTO IN EALH DW[LI INC IMI, 2 ITPILAI LOVER POR ALL REINFORCING BARS BE THREE(3) INCHES _ '� IN THE IFMFDIATE VICINITY OF LEDROOPIS pN TN" LOWEST FLOOR GVFL 1N-r- CARf3')N FOR BARS PLACED AGAINST EARTH AND]"FOR BAPS FiALC-C - Ud NAILS O 6"o/= j A� A MONOXIDE ALARM IS i0 BE L15Tcp { LABELERG C9NIPp(INu w/UL -J34-SOON STD, AC AIi FORS UNLESS UTHErRWISE LI{OWN _ _ ND 1510 BE INSTALLED ANDSHAl11TAP1OF IN ALC(RDAHLf rl/ _a ALL BARS TO BE CONTINUOUS UNLESS 5PID-ti`IF LEND THS ARE 0 CAN DROP FOUNDATION - - '1 , - 1Od NAILS d 6'o/c n N N A0 IS INETRUOUON_ ALL __ - - SPLICES TO BE FORTY(41) FAR DIAMETERS MIN A5 REOUIRED FOR POORWAY t- -<xE GGA -.J x116" 0/G L) = Ind NAILS a 6"R/C -_-Le ! 10 N). (IOC-_Q <__459 . . no• c a s s;• .- ELECTRICAL NOTES 4 HELPS, MRC. rABR10(ww,=) To Be rv' . 6'sPurs.INo . N10 LwGE __ © w/FL CC,LL'NSPICI-ION ADHESIVE WHICH SHALL CONSIST OF COLD DRAWN MEHBFR5 IIAVIWC All 51_O° x 5r_O. GOING, PAD W - x� xIQ MEGH GOP N TO LEDGER 1 NFL wcRK SHAT CUMPrr HnN THE nnnONAL ELEcrR1cAL LQUC- nuD uLTn4AIE st R1J5n11Yn L[=,5 THAN h9lXN P51 wwF 10 BE P1 Frlcr: ITI jn I rN - SEE DETA L SHC-Ei _ __ a coNvewENCE wTLe-u TQ BE le As°Flowry ONE TINE PLAN "��A� CEJ �- - (NJiE P= 4'O" P! nLl C ASPS) ON W V M., A SERVICE 5 ALL PRINT SPROIF BTO BE `El-0RCI_T FASTEIrtD TO RESIST I4lJVE141`N1 J ) 2-x J C-, .. 1 .. .. .ry ,. r . .. s PR'oVIpE LROURDSP PTT1Nreh A'-F UUR1NG conLRETC PLnL[MF:NT JO AT IF Qd (] V 3 ALL WIRI UR TO BE MIN TI AINB UNLESS NOTED OTIIFRW VCE A WELDED WIRE FABRIC OF CWNALENT STEEL AREA MAT BE 4 ,p i,,. .;C n.,,)'. r+rs,G,r., • ":. 7+ - .a' (+t-`. -.R. ,^ . ',7.H,' + " t+''; NOTES ALL MEGHANIGAL CONNECTORS SHOWN IN DETAILS ARE MAWJFAGTURED wIPTER LunPTG AS PER CODE SJBSTIMED FOR ANY REFFORC INC BAR STAR _ `_DTEP DOWN GARAGE FOOTING 1.,/ _ __ - _ _ _ __ __ __ __ _ _ --- •` f t` v FLrLrR1cAL coNrPocrol rc 1 Rov1DE 1°TJI uP5 r,R Hun N, ANp AIR BY USP STRUCTURAL CONNECTORS - OR APPROVED EQUAL UNLESS NOTED LONDIICHIEF SY5TLM6 CONCRETE NOTES AS REQUIRED TO MATCH H<r 2. T1 - -72) 1 l ELECUBICALGONpwTOR 1uIHRATIONA THROMINEvuNuc,-IOLNIRAL RAFTERS TO RIDGE GONNEGTION POST ANCHOR DETAIL IMIONENTA TS LOrffLY :1111 ESTc-' -1 7DEPT H OF HOUSE FOU TING - ] = O PROVIDE MAwmNnKe It EnanncE AR,MII+p(,IRCuu BOX,BC1u"R.Fs 1 ALL c/INCREm 1O BE 1 c = 3000 F51 m ]D fiA'rs UTILES rJTHERw1sF NOrC'n SEr SEGr E33C5 CON, SEEMS 10 BE A` E r c e Je Unrs i. R/B" TYPE 'X r GYP51)M ESD )N " C q ELFLTRI,AI CJNTRnCr cro r. ,.:RVnIn rE Wlur O:HFR IRnDEy. 2 ALL EXPOSED CONCRETE TO BE AIR ENrRALRP I`IOT RLfO'D WHEN WO� 3 SOIL VALUE A5AMED AT 1 TUNS PER SO Fr AT DENTLIP NOTED �A60VpE FURNACE �`� COLLAR TIE''O ARE .xTI IOL IONS ro BE vrRlPreD rRILR ¢) wusreuenory :J-O BOTH DREI':TIONS -- __ �� PLUMBING NOTES HOTeR FRONT OR HESEPER TIE IN CLOSE Ell LF TO BE AT IT CANAL, - 'r USED (g IG ' (J%rte - 1 WA TER Eo TO PROVIDE THIS OFFICE w J. TEs ACT PITA BI iR 1�� ••e. ;[ .;� (� ` - W/H • - 1 All =THIN OFF TELL 5 OIL ALLIIT PPLT ICI ai LSAT ALL FIXTURES LICFNSrU OR(ENTIFIED 501L MECHANIC • �-) Q Li6B-bl5 IU.INLIFi B/Ip A 'C � S INSULATE ALL SUPPLY LINE 4 BUITOFI CF EXT[RICR rOOTINC4 TrJ BE 3 -C" MIIJII IUI'I 5ELOw CRAF4 �i 'r II J rr'ly (1) I6d NAILS INTO ROOF. tU 4 PRO IPF FROST PROOF HOSE FUEL AS HER PLAN BOTTOM S PER IJEW RESIDENCE 5 AI I ROOFINGS,TO REST ON MESON UNDISTHEND SOIL _ 1 i1. (T) I6d NAILS INTO RAFTER 5 ALLPxTUR15 TO BE AMERICAN STANDARD COFFER OR AFPROVCp 6 ArEP FCOTINO5 POM+AS REOUIRFD MAXIMUM P STEP F ,TI HIC SHALL � M( tllty ALL__t___ ._-_. j^ ° EOIIAL,FURNISHED 4 INSTALLED BY CONEPALTOR BE ONE VERTICALLY TO THISHJR40MALLr' WHERE ELEVAHi IG I Ill TEN26- ry40 IM UPLIFT _ H e t b FIPINS PENETRATIONS THRn119H FIRE-RATED WALL OR FLOOR /56EMBLIEs T HALL FORMS TO RFWAIN IN F'LALE IN SHALE 3 UT51-0INR 9R1 ;'•)i i - ql (10) IOd IJAILs INTO RIPGE ( I � _ ARE TO COMPL'r w/R]I3 IJ. LURE AND AoM_ALL SLABS ON ORA E WITH J COATS HORN CLEAR SEAL OR E>trAL 4 C,OI'IG, ELAN IN/ [7;•,G MIS/ (J 1 ♦ y (T) 100 NAILS INTO RAFTER / } b• T WATER t DRAIRMSE PLN:B NO a TO eC IIC,TALLEP IN A6 cRLAIRF w SF.T 4 CONCRETE CONTRACTOR SHALL PROVIDE ACIONATE All FOR ALL 1 TIII _ EURN, L �+ SPIl I El ADS PPhME URILJIIG + Iv)T6HIIv ARE TO BE IN ACCORDANCE P. WALLS A5 REOUIREP TO RE515T WIND ANN LLu1SRUG TION LOAP6 U -1 W / WWM OVER 4 MIL PV(. lJ 1•+ ':jk \ / _ T/q" P26031 PIPE PROTECTION A6AI4G1 FHr51CFL DAMAGE 1 CORROSION 15 TO BE 10 PROVIDE GAINED OR TRIED AND FORMED CONTROL IOIIIT`",FOP SLABS .)J - ✓ VAPOP, BARRI F R -_-_ / __ (^ .\ 15 r0 BE 1N ACCORDANCE IF LE(Il S 1 E P26033 "EE P tAO34 1 Ply FOR FIFES 1N ANTU wnutb ON i:RAVE,AI ^C' 0' MAXI AIM IN PONT DIRECTION, / FIRE RATED AssEMET ANU rNR1,All POnn1-11 11­1 1 uH 111E s �J y Ul G �n - 'l Ye.' `AL) �`r'J - L 5 PIPE PCrvErrRAnONs 1HRcunH FnmiDAnuN FALLS ARE 10 Be r_aVFRFp wr n sLEerE 11 PROVIDE SLEEVES IN TFUNTAHCH HI AS REOUIRED POR ELeLTRIL, A'.,71, YW \\ 1 `i Ip A 2 PIPE SIZES GREATER nIF"1 THE PIPE FASHION, IHRJIX>H IT,IN NOCURPANLE rI/Fl PLUMBITO MECHANICAL,b COORDINATE NII rH 0THEP CON IRALTCR6, J " % i;11C+=A ;�Y1) y t:R(��-I�-I_C-'Et✓1 G N flV A PIPE SUPP VENG ARE TO CCu4PLY L/5ECT P2605 TABLE P-6E,51 APPLES,ESOEPT LEAP DRAWIFI'S AGENGE,He tfN a/ Vii' r9 m f�') "N •, 91 \\ Ill NAILS ALL HOLES PIPE 15 FIAT TO BE LSED.FYPL'Hi4L-RIALS ARE TO LJMPLY wr 5C!i P"160tl IP CONCRETE FOUNDATION WALLS 70 BE CAST HnFIOLrTl1111 NO _ _ - __ a'-N I 4' .i \\ II 13'-10 __.-__. ____CFI \- '. sN, iA ° Ix2u¢orvrnl .nlNT5 STINT BE PLACED In wnllc Ej" �' - ` 3 AI.L E%PC15FU OONLRET11 5LAB5 TO RECEIVE ARCIEFTELNRAL FINISH AND Orr GONG. SLAB Wl t�xb =TIO/ 0 COO 1;, ---- -- - -_ - -_____ _.- r yl,_•J \' ^ LEDGER DETAIL DESIGN LOADS FLORINS AS PEP. PLANS AND SPECIPOAnol15, WWM OVER 9 MIL PV(✓ V U -- DESIGN LOADS ARE w 60HPLIANCE W SECTIONS ENT 3,RJu 4 e 301, 14 Nn col+CRC-TE OR MAwrd2r SHALL BE PERrORMED 1rI re4MERnruREs VAPOR BARRIER - 'p@ I -�=F':� mx9.l S��.P COLUMN r:, �I rrm a1y" LONE RuoF LOAIn nLLOw.nLe per-[ecnorv5 GOINI .r/SECTION R3TIC 40 DEGIREEs F OR LLS NO CONLPFTF SHALL BE cASi OFI FPO:EN YJRFnCFS `` \= �\\ 1 LAG©OLT5 0 Ib'r0/L I, NO nnUln VEs SHALL BE PERMITI rD HIT OUT IHR1rrB'1 PeRM15s1nN FR01-I ARE 1nFJT r Q� ,n' / DN TO x2°x ° GOiJG ': f ,'/fir \_ J a (2) Ar C-Acu END SHUN LOAD -- - 45 SHE 23011F)RESIDENTIAL COPE OF ITIS (PATE 3u ':T'F I \ \ r� _ �i ��� ,� PEAL LOAD IS FEF 16 ALL FOOTINGS TO HE B"OR O' PROJECTION ON EACH SIpI`OF F::VHDAT ION IML L O - y 4:;; Jl TUN ICY I FOOTING - \ I;t L526,9 & TMU26 > \�,Iod nn1Ls ALL I+oLL ATr-,C. L _ Mut (2) uq cEBARs LaNnw:Tus,UNLESS orHENMSE NQTED rsn_LE ANSI + / sroRwE - --- ?O P9P EL PROVIDE ru NIF4H Yeo" KEY BrTwFEH MCVTNSS AND 11Ul IN COAT O ry ')'` - T 4x6 GOLD k ABO i 1 % TABLE 4 1 AACE Lot 131 o' Loup B 6'-O' OC MIN PITCH SLAB / - TYPICAL LIGHT .JLOPE HAIJ6ER NON sroRnse 10 PSE- u> Anc11oR BOLrs TO BE 11oO1.EDyD1AMereRX1- N '� cr I / \ -r __ _-� l - /uE} _� FLOOR LQADS: TABLE Fl-I ASG[ H°AGE L) iWITH ] AT EACH„ORNER I'-0°C'AGII WAl'E 1' O"FROM END i F EACH FI ATE SFG PC 1 N "9 ry DOWN ?"- F- �O ` , POC. ET / - 1 L_ POCKET- '1. n - I II5TALLATICN Ls 10" 1 II / __LIVE LOAD ____.. __ao AFF N AICIEDANCE.1 ARG11aN R52s TH LL I- I (l DR-AD LOAD IU PSF-TABLE +-I ASCE (PAGE 13) '1 'RALNL SPAGC VEIJiS-IN AGLORUPNGE W R40516 ARE EGGS O.,Ai CC'NITII'pl m 1' WALL AJS 3'-O'OF EACH LORPtIS OF THE MILDHO _ ' RIDGE STRAP DETAIL o ASO_ 1C ALL FOUNDATION WALLS AT BhE'MI TO RECEIVE 511HAIN T14 LCA L hPROOFIPo= 0 D) L I ODD - 15 TICE m i FIND LOAD -- T) MPH CARPENTRY NOTES 12 .-� �_._ - ttr INSTALLATION o 16" G/G �' TYPIC:AI_ <5 DECK_(_7`)I T TQ FROM FIGURE b-m ARSE FACT TO) _ .r F- -- V - - FROM FIGURE R3SS J(4)RESII Iff1.4L LODE oP Ills (PATE 301 1 ALL FOOD SILLS,Drol NC NAILER5,EID. NI COMnu FINN (4)1=q r'xl!hid" M CRi I_LAM - g; �r nr r� tt Nin _ Lsrn14 Seo I� urLIFT V • I ED6LR INSTFNLI_ATIOrl a 16" O/.� 11P o AF 1 Fn vnop FFAM[ Lurr mu na annFUAI ATerorer 2 Ivor nim+`,Eu�nrz 5i�eio TO OF 1 sFA�cu AROUND en rtiE PeRu+r TER xll .A MICROLLAt�I \ _ O IOA.1, X_4 v �Ny _LnTeGCF.Yc e TILL NMLs.BOLr5, Jrn51e Hnr+GERse FRnr wnlcn DEC nJRS re _ '0 0A[Old NAILS / \• FLOOR TO FLOOR GONNEGTION rROM FI1suRE R3o11(11 fes- u[NnAL CODE of Nr5 PAGE .rr) BE HOTb1PPEc cnLvnNIZED ;, Eo 2'- 0 Ill _� \� OF / _ \ 4 ALL SAL,TO RAFTERS,HEADERS a GIRDERS'NALL HE Dwb FIR 1'I.PDn I - ' ' / m " = CLIMACTIC < 6E06RAPHIG DESIGN CRITERIA 3012(1) -1 r"'J GLOBS ro BE MIN TIENT FIR FIT Erw P=. I 3r_L2ri I Z P \ / '•]N : yq \ '\ i / S ALL SHEA I HPS SHALL OIL F2 DCJUbLAS FIR CX I FIN OR GRADE PLYWOOD, WI I �) Q , It IX IPTIONAI_ NAILS G l - -- FIOpERniE ♦ NAILED nd B o'COL 11 2INTERIOR 4 AMORTEEPIAlE Ell Mr, PCwT-, 2xE GENA E.J Alb" O/G ^. Q / _ / \' \ (WOOD $IIKINKSOL END LEhtiTll I�RMI_FE.----- ---- -MLrDC'RATE COVERED MTH IS LB f1111LnH45 PAPER OR C6LOTEx rt1MLTRAnr,N BARRIFF` -L_ 'SII �� N '-� M:,r Cdi1)R AND FROST LINE DEPTH --- 36 IIICHEb PROPERLT TAPED 1 SEALED MEGH CONN TO LEDGER __�- r I N1 rJ Y , BASEMENT i\�T / X. ARSE SrRAP To _1 - w1 JTER 1'IJ HEMP 6 AL1 COB FLOOTb r0 BE 3/T FLYwecD NAR ED PITH 1w1s1 TAILS ar ri'ni r t': ' € _ SEE DETAIL SHEET I __ y �, .9 x (V --..._- r FJuoKLE ollrwnRD/- _ _ ^ .E ' 1 LDS - Rr-c,uIRED T nu Iv,u-coRF�ERs TOOF Mm 3 7rvDs un1LFn I6d 11 0 ` - F a i - - 6 HEADERS TR M ¢RS E JOISTS UNDER FARnrION510 BE DrIIPIrP "-I ISR E" -J3r_yr' E h I CEJ !N Dl i / \ �_' " NAILING SCHEDULE (120 M.P.H. WIND LOAD) BErv1EEN Jor,Ts u1mER PARTITIONS DLICH yrvP FALL} a v. srcR- N HEIGHTS + AT UFSIIWURTLD EDdls OF RLI POOR I\ \'�\//'_ o: FROM THE AT 1 PA AIDE FRNHE JO!1 TR1LTIlON 14AN1AI TN CNE t LATE FALITT DWELLUY,s PUMP 31; 4 ALL CAF PLATES TO BE DOUBLED t NAILED PITH Ivd % e" O„ LAP LAP PLATES AT OTINNER .-.- ___ „ IL I -> -) ,.I i/ \A '� CLEAR SPAN JOINT ROOF FRAI-IIIJ@.' -_ _. _ _ 10 HEADERS OVER Pae "� R'I :. / v 1. ), l )1h N .LS, rc i N rJ I 1 �- v ` i \•. _ _ \ ,_ RAFTER i0 TOP PI ATE�RIPNUry u Gr I,3 !CON NA115 u OF L'O%HA_ILti_ PCP RA-ETE-R�" FOR OFCNIN(Y 3'- RS AND WINLOI^E-i UP TO 3 O w PE TO BE(111.6 ..' F 1=„ r� ,n. 1- .. A Lw I. r f q r % d I� N // 11 FOR HE OVER 5 ,,F'x,f '• n,r u"( A f•t r - ftr` y r0` J' IISC12xB UNI F55 CTI LRWISE HOTEL' _ '\ '-, _ 11 LOL R TIE TO R/f 6 lii 6 IOd -PER TIF: O L)Hu FIX r3LE LAT ND _ I TYP GA_L_ T 4 HIDl2 I'IBEARING FOR 015Ts BEAT S 1 =TUN= TO BE 3 U , 216A - 9C0 IM 11MUFT _,/' BCBOM1K rO RAFIE IT OE AFTER NHALF =-ild F-ICJ EACH_D) __ 1J, PROVIDE SOLID BAIDOED MIA A A'-O' OC ul ALL FLOOR ..JNrl nOFI 2x I2 cc,A s rRmeERs --- - I (-,)2k L�1 H W 5 D +c M. I / `,; HURRICANE STRAP DETAIL 1C'b" 115 "19 i RIM FkJAFD TJ RAF IFR (rNp NULL r/) 1- lu'I 3 ISA CALM LNIJ _ 1q PROVIDE COLLAR BEAMS Ar RAFTCRE AS PER STATE t LOCAL COG`EP �- 1 / (Ib) ICJN NAILS F'AFTER ENCU p151 HffL 01M J4NP6TI N REOI➢RE PO _ (SC Al 9 q-5" ABOVE AI NO FLOOR) _ w r _ - _ _ _ y / �� - __ JOINT DE RIP110F1 TROOP 5L_i E -F 161 r, I-Ill.r JR 4 Nal 600 NAILS F'ER JOINT 15 ROOF I RAMING 15 DESIGNED IN A If CAPANLC w/ THE PRCHCALT 4 OF LH 3 RTI6 r-99516s IFLIFT T / +:1 (ISN I(d NAILS 1 END LENOTI1 LEILINI YIIST TO PARALLEL R'IT TER If I / 3 _ `+ _ 1 THE 1195 WFOM . I' NEIN �' ' o (rIAX SPAN 36 ) 4 AR'III Al M 311 19 TATE CLAM +ILROLLAF C1. WJ 2D _rWLIIRAL 1 DICERS TC FI- A rcr ry � _ - - _ _ __ _ _ - r U Ibd , - - - _ __ - - _ _ E. I I'llR1nL FOR LOAD PRn1 CA FIL R :'CNB[ CN 1E Fn N 111 n N L„AT IN i 1 RIM FOR LOAD PRO ILD rLATFS,AND IE F6 - - BE R FIFN, IN o -" 'Ell 116 yJ1511AP$OVE P b ° J I jr i / FLOUR- l U-I-L01J1R _" � - AuorznANJCF /rm'o21. 8" I I / 3g'-E" / ---_ - (14A%,SPAN 3n'-a7 M1'= _ . n s1Ruc NRAL rL NIR rIEMB K nR -r T BE ,Nn,O) er 'R rl -, 1 D F u ;_ss / INSTALL AT ION I� U c- __- _ 11: Li_ x me LIFNATONS SPECIMEN IN FIT R551.CP GUTy FILCHES AND AT PllP ul '�' 8' GONC.R-TE FOUNDATI N WA IL DO TO 5`xIb" GONG FOOTING = �P ';. \ WALL-FRAMING ewr,1NEFREE worm PROD1U'TS ARE NOT PLAMITIFS HE P55 THE EFFECTS OF AI-.N In U U `p m -- J �V�}{1J�1��+� STUD TO FOUNDATION CONNECTION JOIIJr DL`LRIeriON . .___ __.-rcY ,nro-1ON NAILS OF BOX FL41L_5_- NAIL TS A(JFk- - PENE[RATIONS ARE APPLIPICAL.Y LONIFFECU IN THE PES16H OF nl6 I It MPJI E t - N ACCORDANCE w/"501112 SND CRILI INC 1 NUILHINr R[ ALSJ TO COMM' -- AFfFP7 _ 4 I6� 1- I6d PCR TOOT r' , ': n .., ,,:� _ .r ' . <" .,. ' : - •� ..r } "I „ _ -- INACCETANC DET n1U . 1 , :... „Sr Tn,rl ' A+ , 'e-.'.Pi„ -p .-'p " ",NIL " I".52t. Y . _ n/.' e. '- ''-CU!,._a, . ', ' a. 'C'/ y: Lr., "I l SIMPSON MSr1l 10 GA METAL STRAP: TOPPATES TIT NTH25EoTJNS IA'NE NAILED 4 6d 5- Ibd L/wH 51UE� I. - n .t-a n, • 2 4 r _ SS SS _.-__ 1 111 h:60W.fANL ALLATO AAAA,RILL A I TPHEF FOR HANPFA LS RE Ir r HA`/F r : . .11 - _ ,J , t, 1 . . _- - - _ - TYPICAL RT 16T SURFACE ® cH _ _- -__ -_ ..__ _ - - _ - W, e 12" MIFI ON NIDD - EA SND 10 SNp FACE NAIL[pT , I6d b I6d +4 o/c 6 TS H DO T LOCO PA J eE C>r A 'q SPH"izL x 2x10 GGA LEDGER _ TRI,ISS/ RAPTFIR TO DO BILE ANaInR rsrl T _ HeAPtR to LUDFR wce NnIE[P) - I6d _ _ __-and Ir;o/o a EpvL 10 STAR TRLA��Al BE 1 y" rwu: TEAR TINT uNLrss.rlareD rJ _ _ -H ) '1 HOUSE - 9"E -TAIL CiHE T - .__-^-__..__._.____ ° TOPOR BCT�CtT'-I PLATE IC sT ICNl FYNIL p __ __..__3-1(, PPR SINN__. __ 11 COT .OR TRPI SHALL BE CLEAR MATERIAL LNLee•H OTHERNESS HOPED, -� - -- --- _L_.__ _ _ - _ 22 WM L 1 CHI FINIAII ARE TO HAVE A R AME SEREAD Cl A5511`IruApCrN IA01 TREATER UP Oz ML-c, LOINA rL, O _ _ D _ ; PLATE INSTALLATION 4 I6 G/C " TYPICAL LSTrlrl fuLUORARA�r,B4rID_OOT,ELL __ z-Ina - _ .lud= PeR Poul _ 4=012 0INFCCARIw: IF HE r19.1, I FPOCTE ensTFFIFFI1rwr RAI TER DIAL 111 G TI AN_(XJ NJ TIG IN-E - R w/1�FLO 1 S MOI E CVA J- FU T T`Or IAT GREATER Q - (OR EOUIVALENT) ° RJ"^ IP� 24'_5" L `9 \U Q O F 40'-O" V r- C) 61RDER TO CONCRETE PIER DETAIL _ YJIST ro s1u r0P ITCArE -IFDrR i1r;C IAT EDT -___-___�-od _ a- 10d PER NIST _ _- T u CT.o5E1 SI+FD:CS r0 BE CLEAR P1UE INTI L"S rnHERMSE N:aHD ' {1"WF- -' BRIDGIIY,/BLO(.KING l0 YJI51 IIOF NhIL FrN C> I'd _ 1-IOd_____ EK.H NJD - OF "Ac"O C Iy HOLD OLDIMSE ROP IN ALL LLL Xro ry U I W x N "q WRAP rl MAIL STRAP AROUND-- „ +, FLOOKING TO SILL CM TOP PLATE TVB NAILED 3- Ibd V- I6d EACH BLI[1L1: 2S CERAMIC. nl E 9_IRPAOfs T THETAI_LATON ARE TO LOT IPL r L/ R to2y OF IMF r DIFFEE 0 x OIf1" I o11G LACI EOLT5 SILL R n➢ ANCHOR &JL r LEUGFR 51RIP TO[TEAM TFALE NAII EU) -__ 3-ICA _ I I6d THP1-015 fI IO COMFIT ry/RlO�2/Ci,�I R10 is ,1G % ?W W= / �a _ /- (V LFA3u- L305 IFN.UPLIFT :✓' J05T O EDTERGER 11 Lt.' '."III I_l -__-. B[I __ _ 3-104 -- PER J:II5T - ROOFING / SIDING NOTES __ _ \ \ IB 5A lINNOW t R 4 _x BAND J012T T_O_J_014i(END NAILED) _ 3 ANN 4 16.1 PER HOTEL _ FI m - (3)2X10 GC.A \dL „k I .V- - - (3)-1.10 (CC"q- \\' b' (IBJ IOd NA115 '° HAND J015i TO 511 L OR T(JP PI A C 1 r JF NAII EVT IC d 3 I6d _ PFR r_O__OT ROOF COVERED,r1A1ERI AL'S ARE TO CCMELI w/ SECT IONS"901, RE I t E TOI ANp \ y • ,. ,r \\ ..I ARE IJ BE INDFNTII9ED ALLORDANLE rv/EACH ROOF DRAINS ARE la BE INSI AL LFD \ - _ __ ROOF SHEf\TH 51G _ ___ - IN ACCORDANCE w/OAOF 4 DRAIv1NTs AND DETAILS rO BE `OOMiTrED ANCHOR BOLT DETAIL ST RIu NRA1 PANELS Yw UHT- ae Ie3__- 6' )lr_ 2 A,r'HALT sHINTLE uNDERLATHErn 15 TO LCa+P1 Y w SCL TION RI -1 ELF 'r_AL Irl r/ I t \ \ �F TNG SHEATHING INE1Ps AND HAS NPLIB,11[ 1'COMPLY w/Ellin I R+JF. 5,Ell TML A'TFIIALT c SI IT OFF ROOT'I Nr INETALLATIL N ARE TO BE Al T T 11 EOR ILL 510 rs Ill 41q• TYPICAL AL UPHDB INSTALLATION 1rRsu14 C- E ARD sd 111161 Fas rd u,uLERs 1 EDeE Io'FiELo 1J',VBLC- UN TPLArMENI 15 ATOP 1N AGCORPAN(,E nr'R9v5.�. THE PLO IF IT REAL AT I-ENI -- k-- k- 2x12 GGA 5TRRJGE �. _- _.____ r° TO LONE-c"n w/ hs ROT NTPE 1 AT CONASTI-[D46 Ja n PE N n c rF'IRP I r R1E51_ '+ ANGIIOR BOLT-TO-PLATE 1'VALL SHEAEL IN6 3 FOR ROOF SLOPES 1Lr-T=RQrm noF THAN GON=.Ts1G IF Ar TEAS 2 LAYuzs oT srRucruRAL PAUL R vLrwoorT - Ad S Ind _. 6Tmr TO-STUD CONNECTION - UTE I E To O CEMENTED -OBEiNER OR n SELF ADHESIVE FOL" TEFL 1 AN Ir rn BTI II r 1P5UTN 1-��BOARD 'a'l coOLC-Rs Sd�O(:LERS I NpGFno•Fl o- ATE 17 r0 BE USED t 15 TO CMENP ME IF THE EAVES /P11 ,1q T AN I'nD5 III IO"Q) GONGRETF /-_ - �?� + SHEAR WALLS ONLY_ FSJOR SHOAT H6 _ ___ - EXTERIOR HALL LINE OF THE F%11LD1NLS w AGwRDnnre w/Raus111 PIERS MIN. 3'-1 Ir / \ �: -- '-- 4 F ASH NG MATERIALS ARE TO Bt LURALAUEA-r:ESID FALL ADD TBTALI FIT 16 7 } B p L 5TRUC,TURAL PANEL' PI TWOUDT- ed TOA u"ICK bll f IEL_D A OIRDANLE u/RlCJ30,R9O?] t "9052[1 L3ELOI'T GRADE (T I'Ip :AL) __�/ IL III I'' \ (NAL AL' OI`I AL RADI_N ETG ) j ASPHALT STRIP MIINuLE=.SHALL HAVE A MINII IIM JF 51X FAS SMER5 PER SHINGLE 5 rK)U5E 1"IRAP MATERIAL OR BUILDING FELT < 115 ENSTALLA110N ARE TO TOT NET DO- 3.OU Ibs.UPI NFT / IPL i .N R 103 J 5" 3 -1 (e) W53 HOLD S:REVIS - MINIMUM 11 6/VKE vALVANILLp STEEL,STAINLESS ShEL, ALUEIIIUH OR GOFp[R WITH b W"niNPR R[515TANT SlplrK ATTACHMENT AND MIN 1111.E�K/N�E59 ARE NO CORTI- vU R1054 /= •� MINIMUM % DIAMETER HEAR A5111F 1L&J NOF A LENGTH r0 FENCTI THRE)l THE INSULATION NOTES LS 5" TYPICAL SHAG UPLIFT •A �',I' wJO IF EATIE EE 15 MATERIALS AID N i uNnvM er INTO Alt Rlor-,HfArHINI OR rHRu1uH 3r 6' Or _ 1 . 611 T' 1r. Sri --" 4 _�'_ S l _II l'_61 _ _ 4'-l I y, T ALL ExrEREOR vwus,ROOF 1 Aoe1x5 OVER w+rolanDlONED SPncE ---- - GONNEGTION INSTALLATION NEW YORK STATE ENERGY GORE AS PER CHAPTER 5 -ALL BE INSULATED, ALI INSULATION TO BE FIBCROLASs FOLL TALC `µ W*H Fla ON WARM NIDE. CARE BNOULD BE TALENT NOT TO TEAR MET Ar0P BA 2PIER 1 N t RE51PADIAl -coMPONENr PERFORMANCE AFFRonal ] ALGINS TICAL INSULATION TO BE PROVIDED IN WALLS FLotAi AND ------- - --- --- ------ --- GIRDER TO S.S.P. COLUMN DETAIL A GIRDER TO S.S.P. COLUMN DETAIN- IB As PER 1r+E ENERGY cl;Nsrr:vnnoN LDNSTRu 115N cnnE of ntw reRK STATE CEILING AROUND ALL BATTROOMS ASP I BOTANICAL ROLMS EXTERIOR DESIGN-0NCITIONn TABLE 3011 3 PROVIDE PEF'INETER INSULATION A5 PER CODE Ar 111 POUT 11pN WALLS EI_SrI gb'_0" \ NA_=5N1 LgMrr HEnlwe DECREE DATE - - _A9T0 4 R-VAL UFA ARE PEI ON "SECTIONS SAFFOLK 6001 HEATING DCCREF PATS ----515H 5 rte IS PPE VAPOR RETARDERS ARE 10 BE INSTALLED ON THE V'IARI-I -IN WINNER FILE OF \2��\\ ro�(c \ FRONT WALT_ (4_=�,I WINDEPWg ICnC7 `. F1NSULnnoN ul ALL wAL1�/r-LaoRs/RQIFs/LEN Iluosw A.,coennuce.r/se-.noF,R3zTL.�' S" j _ INALLAHIN MATERIAL IS r0 OCILLY n/SEL-TION E311 AND IS 10 HAVE A FI At A SPREAD \ REAR WALL _ 6'a0 E IF WINDOW'S 13'21 55. INDEX NIT rO FxGEEP 25 wr A CACHE DE\RI FILED INDEX NCT TJ ExcEEU PIES N5TING ,TI, p/. /� �j /\ ��ppqq1IEIll MUST LOMFL Y w, AGED E6q STD ALL ExPEBEp [DEFLATION III A11L, rL D-PA PLUMBER yERTIFIyATIQN I ,' I LEFT SIDE WAI I- cdFrL S,F, WINIJO NS US F. ARE r0 HAVE III R1nCAL RADIANT FLUX o1 012 vwlr'c MT TESTINO TO eE LARRLI1 ,J OUT n5 PER ACTH SLID 510 EXrFRIOR II'=W'LAl IN(,FINISH SYS ELI TO GIMP-1 N RTOa9 I In A ,{ �, I ° o n _ RIbHT SIDE WAI_I-__.. ?28_5,F VVINDCI ,S - _) ELF FO�1NTNFJI IIVfi FN PLUMBING ONLEADCONTENTBEFORE �Q a { -- ---- ' eALVAImz[D - AGDOLANIZE TorAL COAT_ nREn tTw, o�a1; ',,F WINDOW AND DOOR NOTES - - =--- - - LER LIK .HASTE - GUpANC- - -- - _;I;; - -- - - - )GIF A--R--M-IN4_ _ _ _ _ _ _--_-- - LL LU R EQTJF(('AjE-©F�G "� �IIIIII`\ r' IOTA WI Nr AREA (fr.r) L�I�{ S F TILL wwpows AND 5LIPININ SC APE,FLAGSI Dao"s ro BE V1Fr1 Ann FEUD VEED /I_ r /, L L I_ '_CLrI -, ���FFF \ __ __ _ wn11N=uLArep CLASS SCRAPE, n LOLH:S I I ESANAFACLAELFDICA E TESTING BEFORE COVERING SOLDER USED IN KIA TER oa V fl L l'" _ 2rT9- = WAL L )CI Off NDOW RAI 10- -I4 Es - LONTINUUl15 WEL - ANDERSEN ES APPROVED NOTAL s¢r;AND T INDICATED ON p T /�,r �J TW 'r09h PLnnS unte5s On1ERwlse TONED )3URPLY3YSTEM 0ANNOT REQUIRED R-L ALUE5 AS PER TAC51 E SG12 2 -1 ( .J ) 1 ,v1l EXTEP OR POERS TO BE INALLATED METAL n.I-Tnrlu=Fr FEEL �I� BI Bn ITLAIF,5TATABI OR EIUAL svEI ANP mPE=i ALS NDIL BED EXOEEDI )OOP I% LEAD. GAPS - KI SERIES �1 GEILIN "_SEI FLOOR R-Il oN Fva+s LLY BA R TR1 E'rp,IO­KS.mIL'EM111ERwnF.1111 LEAD. i STAI'IDARD L'TSE FEAT ES 8 CAP`_i - _ __ Ibd 1 P, ALL REF - 9 ALL I AAA FI D0OR5 TO BE 1'J/4• nu,.K,uILLOw GORE ruc5H STORM SHUTTER DETAIL - FOR HOMES ONE MILE FROM ANY SHORELINE ANDERSEN WINDOW SCHEDULE GIRDER/ POST/ FOOTING CONN. RIDGE TO WALL CONNECTION THE NAL I ROOF 5r51M s ns 'E THIS PLAN LInrORF+ LA _Nf _ - o1RCH TON AT DooR rG AND P 111 1J L GLEN COTE To THE ENERG'r LENS ACONTInN CONGN F_NON C„DF OF LED /ORK'i,A,F OCCUAn LIAl PANT mrr DE516NATIOH(t UNIT NUMBER EGRESS GL EAR LIGHT 6LA55 VENTILATION OVERALL UNIT ----cIRDeR DOUBLE STUD L OPENING ISO, FT. 50, PT SCO. FT ARTA 5C0 FI RIDGE- BP # DATE: lotty" UL 7 PI AL S N 2�R REMAIN _ NPL A-LF WITHOUT CE �(yNiGHeN / 11J LEILnJ.S 1X4 CEDAR HINDI TRIM G32 Ll0 _____ ? r l0 __ J 4.J _ _---ICC.L DERIDU COLUMN CAF _ Y: L IFFII .F1�1� ------' - '1 - EXISTING 1e BE REMOIAP FEE: HTIJ FiF ^s"b STAINLESS,STEEL EE-HOOKS a IB IS 2 IIN2I0210 3 15 - N/A 5 62 5JFA 9 12 ' ' IOd NAILS ALL Til - INSTALLATION r E ru G ^n �I+^sD.i 1 u D slwrcr Pr:rt-c 'TER _ to NMLlNio z?ws ALL Holes NOTIFY BUILFLI I1 i1 1F'1r O Olrrlrrrll"ft Y V WIWJBORNE DEBRIS FROrEcn1F1 n I RF - A JLrs r- , =r 1 P R,•"r 'r FASTENING 5CHEWLE FOR WooD 3 -_ -_ _--- / Ld Nnas 1 Tru u5L ALL H NEw ..OFT I ' 1w:'op STUD o .r PA,­j a AM TO 4 R FOR TH �"ICJD PDS C nws -FInFf1 wlrzee E1g0GE uTENECTR . STRUCTURAL FA 4 GTN34 N/A 3.V N/A 4.b F5 POST ANCHOR INTH+y Ill Pearl wnLLBCARD, E-%n+ s1n ' (. 61 a GARrhFI MowexlDE perEGIJR col4Hso 6 C.I� _ Lq - 6 ( -I . _ _ a FIORDS UFIAsr 1 OILPSNIRIF NGrEl1 OWING MJ51'ECTIONS: i FASTENER SPACERS ONLHIG) 5 _T W304(7-2 /_ '- (xl) (J3 X2) 5.13 (xi) 4,E5 (x2) - ---- -- --- -- vRADE R - OU DAT� r R _ FASTENER PANEL 1'< 4'` 6' ( '> J 4 { O 1 Or f F L R, E -C%IIFUOT FAFI rlvF SPAN ._-- _.._ - c L3NCRETE Poor TNG RAPrrR= ' ' - - 1N SOUGH - eAMIN PWIIIrE�. � � r(t - �= Nal - _ ----- - F ----- - � '4`PP PANEL PANEL PAFIEL u y I11��p�LJ/� 1'I D' ION IHARINE 'GRADE P15OD Ib Ib SPAN SCAN g�_ -__-_TW�J04(9- - -- S T --"- - L. J - -"-CF� .�oN �F' $ --- 4.bJ __ ANCHOR BOLT \ mIE *" FIREI' PA SIEL+ROCF'y DOUGH FAMIN�ixft Ril).'UrIL'•gYIlv11 M,: -t LECt Nn: 2'AVASE DOOR OPCN[L' F i LVV ', � _ SN' ji6lIsTRuleviOTTV PLOR)CE) 5cRFwS to _- __ __ HAS-BEENHAPPROVEDI TYPICAL UPLIFT CONNECTION FLOOR TO FLOOR CONNECTION _ / IC 1W000 16 16 Ib Ia 11 (GANTILVER GONOTION5) .UF (-(/-;Fi- L SIL_r_d FILI, L B ST lI_It._. 4A --------- ----- --- ----- - (FOR OPENINGS) AIL CONSTRUCTION SHALL M PANELTO HE q" LARGER THAN w1NDew 12 -- ------ -- "-""------" INIDTAI_I_ATION LW16"o/ -=o_ `= INSTALLATION NN ICJ" 0/C N�)� _ f-( ')F CGDES-OF Gf c _ -� FOR SCREW Dowty swrrERs oNLr 13 ---_-- QERTIE:LOATI R I r - I4 __ ----- _ _r _ --- TYPICAL l_SIA2 -" VVV��' - _ _ N NAJLIN6��ONN ECT-IONS ODZO TYPICAL -;ST2B OR ------------ �� 20 C1> 4IT 2 IM LET ------ - - - - -- llbl j'n I96e IM LOL1Fr HEADER ^ 20 Gn INATL'• PSI- - - -L ^ x14" CRIPPLE- pb) 1Jd NA1L5 - -r laD-OA - - � C 'F '�"� � T Y KSAF. NO EPON 1L REQUIRE _ . _ PROVIDE BI OGLING __- )�"L�( )r�F� L ! ) rQ@ l H,S9P0 I�EHV=� � � F I L r L � i�� D GN �. )� +t��°f�• 16 Ni1PLY17�iTHCH PSER "d6" _ Netts STRAP OR I- _ II I� C _ 7rth Well oorl A _ ) L o -. ---_ FL.. - . _ f IL vJ vt:-rn e T ----- P E1LENlT10N----- _ �' 1r114,nhur St, N Y II 15 1 )o M " -- --"- SDIITHOLDTO �� STANLEr At P500 b - 5 --- >< 631 -22CJ-310£') 0200-4- Ic�-D STORM PANEL HARDWARE 114 __ A 19 20 FAX 21 --1305,5 ---__---- - -- -- NSHALL"-- -- ---- --- UPLIFT coNNEcnoN Is REa'DA srrznP e , - -T END of HEADER a a DO rroM r EAGH STAP HEG ARCI do YAHCU Gt:M _ 21 en reNSTR C _ __ ____ - F�UNDAT G)I1/ BASEMENT F LAiDI, 22 T-FTH HEADER OR5 a IN ADDITION TO EW IlD 23 - EFT-THE-REQUI EMEN S 0 RE AKSTORM�llAT-ER R NOFF------- coNN- 4 BOT OM OF STuos e 1,vull R,F NEW YORKATE_ ® TOO a BOTTOM oP cRIyFLEs NOTES d DETf3 S OF THE TOWN CODE, REQUIRED 24'-5" 40'-0" 22-5" 2'_2" 5-5" [5'_10" q'_IO^ B4 '-I P' K 0_ a' O�, - 0 PROVIDE HANDRAILS PROVIDE T HIGH HI RAILINGS WITH = BALUSTERS @ 5" OIG— 5 "H a. I _ 5 2 M L (2) .,r r . .. (2)I�r"xll"La" IGROL�AM (2)131a"xl P,g" MIGROLLAM � , � t ai IY .,-._, " .,,, � . ., U0 I � I� � IIYe VIII Q q � SINK �I �I tt1 - _ 15-5' 4 _ -- - i - - 6�_O�� DINETTE ^ C FIREPLACE N 2x6° '7 E F I W!G J ( c0 N \ 2 2 10 2'-IO" 3'-O" D I E TTE PRE-FAB WOOD e [� (�7y� ro 5" 5' - N —_ 3q'_2" J TRAY EILIN�M "0 R - G U - v FA" L` ROOM° a - v 3 -�� KIL - Lq fV , O - _ GLOSLI ` �� IV IL D- - 7 w q'-o" HIeH cE1L1NC -- 3 - -� - fig" FIREGODF_ O i9 f �' I _ - x 0 O _ GYPSUM BOA D - v.' "� 11 - �2 x x o _ K TGHEN L Ib lr�l BEDROOM Y HW5D +GM 0 ry PR VIDE 0 ry p i - - _ p / q'-O" HICI-1 GEIL INC OH.W.S DnG M. z K ,. x x _ 36' H RAI INC ry m ry ry % ° REF. _ - -- — 5 P 4.. 42)xl0 2,x6 _3. �— ROOF BELOW FLUE FROM S 6 4' 14._L. `i.J•. ,w LIN v i FURNACE m fV �z =. N GONG, ry 4 '� o iYl 4x6 .P. - - - 'r W!G A�. �A - - I 0 0 2.12 IDLE db ry o _ / ^ n d _ STEP RR 0 L I ] m -51/"xl4" PARAL A Q M OF mry 6ARA \ 0 1 D°OFR Irv. . ," 2°zb°, (2)2x10 5 "� 0 ^ c 4xb WP. m ttl - ._ /T 2 O �N T +b ?/ ry I KQ J °z ,._CLO (SI 70" K - _ - - 0 IN0 N 6.. g0 m ® J p � I ry L � ��� ROOT m 4 36 4 1 3' 0,1 '18"per -- SD 4 0 2x6 B � N 9' 0" HIGH GEILINv x I 4" OHW v ry _x - Eco { 0 z +0 0 - F� GONNEGT5 x ry r`j cv O H W 5.D u�n I _ i• PR v1DE o �- —PROVIDE ry ® ;_p - i 36' HIGH INGS - - (2)2 10 (2)2 10 (2)2 O y-{ cV ] ,q HANDRAILS ® T-� y-y V ry d C J r 6 u� 6'_O" x18 F@lb O - G �, D N NO ROOM m 5" = x 4'-0' O © 6' 0 2x R ry \3 ry n o_ / x x ry a q'-O" HIGH GEILINC `V 6 �] G -�/ H BEDROOM to 5" 15'_3, 4 H .� - - xI (v 5 q„ UP R Ix m �� ' = _ 13 (2)I5Wxllle ML. 4 J T � I �.� 3 )I�iq"xll Ya' ML. c� I� xll ` 01" 5 _ SCa. FJ N (2)I�qa M.L ( o y lg'. (2)I9iy" IILa" ML. vi - x I 14 FT ffl 5 .," v - •- \21 ...a. 4 5 @I[�' OG 10' 6�� @5 I — -- n ° PORL'H _ 5 --- _ — S/4"xb" GED EGKINC _ - « 4 _ SIDE LIGHTS _- & TOP RAIL 36" HIGH — LINE a LINE OF CANT. ABOVL ry OPTIONAL PV. EGKING __ In I x r-6x6 GGA POST n x z TYPICAL ROOF B={-LOW - - G N V -- (2)2x12 _N (2)2x12 dSLil i T'_2' T41 _ TI-211 18 5 6' O" 151-01, 10'_O' 14 II _6° 14 _3 24'_5" 40'-0" ._ _____—__—___ _ GALE 1i O �N _. F� PLAN -=-= - __ --- - ----_- -_= ,GAL F_ F I RST FLOOR FLAN - - - - -- - - ---_ _ - AREA —1,548 SQ FT. DWELLING AREA: —I, 20 50. FT. 5ARA5E AREA: 55� 50 FT. PORCH AREA: 51q 50. FT. All dote PROPOSED RF�IDENGE 4-26-04 FOR Harold . CC7ebhord " eyF drawn DIJ N1R. JAME5 De1�11LT ArGhi�e�t ,�° ��Ey,P� eRIK FERENc51I, 1000 HILLGREST DRIVE ORIENT POINT 363 North Wellwood Avenue )ob n0: Lindenhurst, NT' 11-151 631-226-3"108 10,2004- 11- FAX 2004 9-FAX 226-3088 �sr raz x- FLC OR PLANS HEOARGHOYAHOO GCM �Tf° na q ` OF i RIDGE VENT 2x12 RIDGE FIBERGLASS SHINGLES OVER 30# FELT k V2" PLYWOOD 12 `� "� 2x10 RAFTERS o 16" O/G FIBER6LA55 SHINGLES ` /q 2x6 COLLAR TIES ® 32" O/C, 12 T J ^ nom HURRICANE STRAPS ROOF BEYOND �, /--t T �� WO LAYERS OF _II SEE DETAIL SHEET I �\ \ /� R-19 INSULATION r'm R-19 INSULATION R-35 ROOF INSULATION n 1x3 TRIM - TYPICAL — ✓!+u HURRICANE 5TRAP5 _ VINYL COVERED 2X10 C.-JI ®Ib" O/C-- ',, SEE DETAIL SHEET I r _ DOUBLE 2x4 TOP PLATE 4 1X6 FASCIA TED NYL O 6 EEM PROVIDE STEP FLASHING BEDRO M BE71)ROOM RE5IN ULIAT IONOFFIT O 2x4 STUD WALLS m 16"O/G RIDGE VENT - 0 —12" PLYWOOD LEUED 2x8 R R, a 16" O/G 30# L MI5 SHINGLES OVEP. \ �\ \ \ \�` 2x10 LEDGER �4 PLYW OD U BRIDGE c� MID 30� FELT 12 FIB FELT d Vx" PLYWOO OVER 2x12 FJ. 0 12" O/C SIDING OVER 3/8" FOAM VINYL SIDING -- �� -SPAN NSUL BOARD R-41 —b - __4� 2x4 BOTTOM PLATE_ FIBERGLASS 5HIN6LE5= RGLASS 5HINGLE5 2x4 G J ® I6" O/G EGO (2)2x4 TOP PLATE _ � � ^ _ (2)2x12 l 2x6 LEDGER j 1,5` SHEETROGK - TAPE, x6 FASCIA" \ p �_� SPACKLE k PAINT FLOOR. TO FLOOR CONNECTION VENTE 5/4"xbD' GEDARS pP RAIL - `� ROOM _j x14" AM ME - SEE DETAIL SHEET of 3 GH CONN. F FJTO SIDE �. ��MII_Y 1�00M I'_O" 2x5�� O DAR BRACING .,I �I O r_' 2x2 CEDAR BALLUSTERS 5/4'x6" CEDAR DEGKI a=i-� ,. ®x16 OCA jOISI-S _� 2x6 BOTTOM PLAT E -� - - -J ,..- II T a-3/4" PLYWOOD — FIN IST FL, -��� _ ,I 2.x12 GGA STRINGERS it _ In d{Id �1�1p !{ 1 �M 1N1�YI.' ��d {11�Iq�d�IJ,I I�y11� I ,I�,�. .VI�!„����I,1 �dlf'1'��� 1r1�,IT1�!!{1{I�fl ��1!�Ny'I, df h , ldl, �1?II�f7, I,1� 7 „i)jlll 1p ��6 �0 511_L PLATE OVEP xl _ - P, MITE SHIELD l' 1' ”- - - -- - - - _ _ /� {� I -� xl2 F.J. ® Ib O/C BRIDGE o MID-SPAN _ - � � � i , , v ,'u SEAL TER # -I { �r - (5)GGA 2 O 2x10 GGA R 19 INSULATION LEDGER i h Oxl' ' LONG _ - = J- - F” -' GRADE SEE DETAIL IV r 2 ANCHOR BOLTS SHEET I O/G - - - - SHEET ) BASEME V j-� - TAI H T f A PER I M � POST �- (4)1314"xll7g" MIGROLLAM O z VINYL LATTICE 1711 ( O z O z ANCHOR 0 F-j 313",Px911 55.P COLUMN PROVIDE HgNDRAILSSEE m f I m F m f SHEETDETAIL d) j 4" GONG, SLAB W/ 6x6 pti - LJ LJ hJ LJ LJ LJ LL LJ - - - - - - - - -1 F" P.V.G. VAPOR BARRIER ><IO/10 W.W.M. OVER 4 MIL �.,. 6" GONGREIE FOUNDATION WALL PROVIDE 36" HIGH , r-� ' L- - RAILINGS WITH V2" EXPANSIQNJJOINT : - BALUSTERS @ 5" O/G D7 STEP DOWN GARAGE FOOTING ,M1 ..s , }, a �,,M1 „ .. V� N/(3)#4GRFbAR W/ 2x4T1 YWAY A5 REQUIRED TO MATGH L ".. " " , ra artil' ')u; � ,.. xh."y;';, "n"p DEPTH OF HOUSE FOOTING �. - - - - - _ _ - - - - - - - - - - - - � ""'� X24°x24"xl2" CONCRETE FOOTING FR®N7 ELEVA7I0N 5EC,70N A_A - - --- -- SCALE riGALE: Ii "= 1 '-O r �� •! ROOF 4" VENT STACK THRU ROOF \\ RIDGE VENT RIDGE VEN1 12 T PROVIDE ALUMINUM FIBERGLASS SHINGLES 8� - _-_ T LA'V4W - - WG LAV LA.N WER TUE 2" -2ND PL SIDING BY OWNER _� 4" 4" 2 PROVIDE ENTEP FLASHING - - — I'-6" G.O. --� ---�—_— 21 2" 2" G.O 1'-6" SIDING BY OWNER ROSE 6 4, GUTTERS k LEADERS ElEllRIRIDGEVENT SH 12 112-L 41. PROVIDE STEP FLASHING No -L _ - 2ND FL 8 - —{ --- - - SIDING BY OWNER 4" GJ HOUSE TRAP ON ___ 1 QST FL. t!!!7 I' TO SANITARY SYSTEM 2" 4" 2" 4" CO. 15T FL. � ❑ -- _ itl� I'1�I' o--__. Al - ❑ GRADE- ❑ ❑ 1 - 6RA.DE- Li - 1 u L N PROVIDE HANDRAIL _ _ - - `i _- -F-�_5TEP DOWN GARAGE FOOTING I I FL.0 5IN6 RISER DIAGRAM - --- - � - - �1 A5 P. OF HHHD TO MATCH _ _ - - N.T.S. - - - - - - - - - DEPTHH OF OUSE F06NG 5,16H7 aIDE ELEVA`PI ®N REAR ELEVA7I0N LEF7 5IC�E ELEVA7I0N SCALE _-- — -- - i O" SSC-ALFib"=1'-0" �6"- I'-O' SGAL.E a �" PROP05ED RESIDENCE date: 4.26.04 FOR. Moro Id Gebhard �R "' MR. JAMES DG'I"IILT '�ovO ' cFay9P drawn by: 1000 HILLGREST DRIVE Architect : ERIK F RENc=,IK ORIENT POINT 363 North Wel lwood Avenue ob no: Lindenhurst, N.Y. 15l I J 631-226-310H FAX 226-3055 SEGTION 4 ELEVATIONS „ HE&ARGH(pYAHOO GOM dwg no A A 1,� FIT; Y� L A J P-A YIP7-j IT 7: IT Olk _,F_L` I A7 `7­"`7,','�`E" L7`.� ­7 FFI T, 7, 7 1 1 1 F" A A 64 NOTES, SPECIFICATIONS 4 DETAILS MvI q-iJ COMPONENT 4 CLADDING PIRMSWIRE ZONES- R501.20) GENERAL NOTES SITE NOTES 24'-5" 40'-0" (A- 4r-0' IN ALL CASES) C C CA I ALL CONSTRUCTION TO CONFORM TO ALL STATE AND LOCAL SIDES ALKI N, 00 2 THESE PRAINTIA DO HIT INCLUDE COMPONENTS NIR MVIM OR FAELL5 AE RHOU'RE" FAT F �TIRJXCTIOK SAFETY CONTRATAOR5 ARE SOLELY RESPONSIBLE 3 ALL TRIBES HN A OF CONSTIBIl UNCHUD"HED _01, -81. 5-5" OPPONENTS, ELF GLANSTRACTION OPERAHOR SHALL 2 _LIH 25-8" SUCH 4 ANY LAN05CAPINS,URAFIAA�',Er BY STICH I a He 3, EVIIALAT TO OBTAIN DEPT I OF OCCUPANCY(6 BE NCPA�EP A' REQUIRED NOS A AS 4FIFFAIRE 'P;"SH 4. IN TO CAPROU ROFFMAN S DOME,INS IN AMOU1 5 L, 5 ALL ClUREEA 61DENALUS FTC PAINECIEP SHAILL BE REEL ACED R 5 ALL WAR SHALL SO FULLY SUARATTELIP FOR CAP YEAR F TER I C 0 5� 3r AF C 6 OMER TO BE FOR FINAL 5UPVI AND COSTS AS RABOURED EXCAVATION NOTES Of OUILPIWS DEPAR"NT 7 ARLAAFTECT HAS HOT BEEN RELATED FOR ANY FIELD SUPERVISION OR INEA 1 EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LiTITH AND 6RAPIF5 O 2 (D (D 01 (D C3 (D 5 DRAMNIFF5 ARE HOT TO Be�ALED DC CONTRACTOR ANY DISCREPANCIES ON RICAN TO BFI LEVELS 14 EARAHIAJ ARE TO OF FRODSINT TO ARCHITECTS ATTENTION IMMEDIATELY 2 ALL TOP SCALE TO BE STOCK PALED TOP,FTJ USE.ALL EXCAVATED COST, 'E'E a RENOIR TO COMTRI FAIR FA IK NEEDED FOR BACK FILL,TO BE STOCK THEFF SEPARATELY,NOT NEEDED 'o CON P 4 IN k THIS ARCHITECT HAS,BEEN RETAINED I EFORK 5FOAN ON THIS DRAWING ONLY MATERIAL AND UNACCEPTABLE MATERIAL TO BE _55�Y BETHATOVEP THAI SITE (TYPICAL) ARCHITECT 15 NOT FOR OTHER ALTERCATIONS AND CONDITIONS 3 BACK FILL MTA1_A_Be PLACER IN 2'LIFTS I COMA ILD TO N5%OF WJ PIERS '5 M 3_0MODIFIED FROCTOR DEN511 I ER EJELO�N 6 DE I (D r-IPZ/ SMOKE DETECTION V -t x g '-,12 I;MIWOItrIN& N07M 111 I. INSTALL SMILE 4 CARBON MONOXIDE PFIFF.T�AS AXlAN ON ELLIN, HALL rIx.nr POPE S8&L ROVE Niv-so-OFt 2. 'EAMLE 4 "LLIFIFI-F STATION St A ALARMS AND ALSO TO BE ITARTALL-ND IN CELLAR I ALL HEINFOR61I BARS TO BE OF FIRE DIA14FTER EOM LOBOARPOP 2.1-1 GGA 5TRIN6ERs 0 i A III 1 0 9 45') IF A I I 'BRUCONFACC TrP SO THAT TRIP A67T)ATION OF ONE ALARM WILL ^�TVATL -RII GRADE NA BILLET STEEL CONFORTHINS,TO ASHY A -------- OF A, AD I A "AN 7, ACCORDANCE ..'9311 A POKER OCURI FOR SAMA ALARM SYSTEM F, HAD 615 6RADE NO HAVII A OE516N STRENSTAI OF 60000 MET Iii I- AT LEAST O�W��CARBO�TIONFOXIDE AILARM 1�TO OF. TROOPED el EACH DI UNIT 2 IN �5 HI VICI 11 OF EBE TYPICAL COVER FOR ALL REINFORCING BARS HE THREE OF INCHES _�% -OR FEAR,PLA6HO AGAINST EARTH AND 2FOR STAIRS PLACED (2)2 GGA PpMg OFF THE LONIFUT E AT HAD XIDIF ARM! tiP%'9F`1T1A "EIII 0* 1/ IF �O 4-LOMTPN. AUTA NOT FORMS UNLESS OTHEA ORMINAN (D Ed NAILS 0 U"L/I 5 T'o NO ANO 15 A TNUFAAED O�P CV.0 5 ALL BARS TO OF CONTINANLAX UFFLAEP3 SPECIFIC LILLAT&THE,ARE COM MA F6TIFFICTIOLF, DROP FOUNDATION (2 ON 10 b"ol, ALL SFJ TO ED FIFTY(40)BAR DIAMETERS MAN ED -2x6 GGA zJ 911 O/G l NAILS 0 & ELECTRICAL NOTES 4 NELPEOCINIE PASHA (ME) 10 BE IT A,SPACF5.UP, J10 CMUCIF A5 REQUIRED FOP, DOORWAY I I I AIIALL LOFFAS'IF COLD BRAWN FRIEFT HAVII MECH-1 CO�N TO LEPT PI CONSTRUCTION APHSEI/E ANHICH I ALL HORK SHALL COMPLY NITIN THE NATIONAL ELECTRICAL CODE AND ULTIMATE 5TRUI NOT LESS THAN TOPIC PFI ME TO BE PLA�EJR 5'-Ol x 5'-0'' GONG PAD A'A < SEE DETA SHEET I (NOTE,Yz 4-0'IN ALL CASES) LOCAL )VID11 AS 5HAT ON THE PLAN OR MAE"WORK II DID ON 200 AFF SERVII-IF 5 ALL REINFORCINa TO OFF 5ECUREL, FASTENED TO FHAAAHT MOVEMENT 3 ALL HIRINA TO HE FAIR 14 AW, MI I�IRFTF PLACEMENT 2-x4Q Cr.A 4 CONVENIENCE OUTLETS TO OF 0' A FF,UNLESS NOTED 0 A� KFUDEP HIRE HADPIC OF ALLIVALEA1 STEEL AREA A He BE AROUND LAAM-1 INITURALRATER ITTLE1.AS ME STABSTIFFEED FOR ANY ABINFORLINO DAR ANID AIR'p T7� I I I =FF NOTE. ALL MECHANICAL CONNECTORS SWM IN DETAILS ARE MANUFACTURED F R`O=CONTRACTOR TO PROVIDE FOOKUM FOR MEATINS,AND AIR STEP DOWN GARAGE FOOTINC, =7 COMOUTIONIANS,5FATERS WN0PtETE NOTES (727 - - -- - EPC U_vP 5TII. CONNECTORS - OR APPROVED EQUAL, UNLESS NOTED FOCI TDTOI r- --------- DOB FIR POUID. FIR -1 1 AS REQUIRED TO MATCH - - - - - - - OAOAMPOA,6�5 CT I ALL CLAN6PAETH TO DO I SACO P51 0 2b PA��UNI OTHERH15E NOTED 8 PROVIDE MA DEPTH OF HOUSE FOOTING- RAFTERS TO RIDGE CONNECTION POST ANCHOR DETAIL SEE EETLT EHMAFAFAI OF FARANIFF AROUND CROMET BOX,E01-LIFF LTC -6.� STEPS TO HE EWAN f �S BAY$ 5/5'T TYFE X- CYF5UM f3P. `XNOT REIGPD, kNH 5 ELEC TRIIAL CONTRACTOR TO COORDINATE I OTHER TRADES AL -TO OF AIR ENTRAINED zl� 1 -1 C<PC6HP CONCRETE - - - - - - - - -- A55UM -r AT OF ABOVE FURNACE OF WHEN IL VALUE F EPA I �-2 TONS PER SO r -EYES NOTED I I I OOLLAR TIES ARE I I C TICKS TO UK VERIFIED PRIOR TO CONSTRUCTION 5'-0" E30TH PIRECTION5 BATHE FRONT OR PROPOTTIOE,IN CLOSE PROMMIrr 10 FAA CANAL, -- - - - - - - -A- USED o 16" O/C I M_,Hb I TO CONFIRM TO STAFF AND LOCAL COUPE, HATER-ITY, TO PRON'VE THIS OFFICE WITH MET I DATA B, lE '161:145ED OR CERTIFIED SOIL MECHANIC, J) z 2 FRICAJDAE GFUNT OFF VALVES ON ALL SUPPLY LINES, AT ALL MIXTURES vim INSULATE ALL SUPPLY LINES 4. BOTTOM OF EXTERIOR FOOTHAI TO BE 3-0- HININUATIA DEALER CRAPe 8. 615 FAT UPLIFT �4 PRONAVE FROST FROOP HOSE HIM A5 HER MEALF MINIMUM 2 FEAR NEW RE51DENOE ALL FOOTINGS TO FEET ON VIA UNDISTURBED OOIL JAB 25,-q,, D- 58'-b" (1) 11 INTO RIME 5 ALL FIX 5 IMP FDA DOM AS REWIRED MAXIEWITHI STEP FCOTIHA WALL (IQ Ad I INTO RAFTER TUFF5 TO M AMERICAN STANDARD,POINTER OR APPROVED w F)RAMASHI A N5TALLEP BY CONTRACTOR BE ONE VERTICALLY TO TANI HORIZONTALLY MA ELF�iATIONF CHANCE TMA 64O ALAI, UPLIFT b FIRMS PENETRATIONS 7AFFINI FIRE-RATTHO HALL OF FLOOR AEEMBLE5 I HALL FORMS TO REMAIN AM PLACE IN PLACE 3 PACTS MINIFIAM 00)AM I INTO I ARE TO COMPLY `/RAUI K. CM`AEANpSEAIFALL SLAMO GRADE HJUI 2 60AF5 FORK CLEAR SEAL CAR I WALL 4" c:CNG. SLAB N1 1 #10/10 OF) lA NAILS INTO RAFTER I WATER A PRAILAOTE IFFALNIBINTA IS TO BE INSTALLED IN ACGOPPARED�i SEAT I IINCAUETE CONTRACTOR`HALL PROVIDE ADECUATE BRACING FOP ALL 12/12 F2 05 GOOD FARAME DRILLING- A NOTCHING ARE TO OF IN ACCORDANCE HALL 5 AS ROGUIPPID TO RESIST KIND AND CON5HHKTIO 01 offlo N I IA15 A) IF NNIM OVER 14 MIL PVC, 15 KOS 2 FIRE PROTECTION AGAINST PHYSICAL WAHARE I CORROSION 15 TO HE 10 PROVIDE SAINTED OR OF TED AND FORMED CONTROL _CAINTE F�.LEASE To BE IN ACCORDANCE TV P2603 2 I I P2605.9 SEE P2603A 4 P2VO5 B FOR PIPES IN I. AND NVILKb IN CRAVE AT 20'-O'(MAXIMUM IN BOTH PI LOAD, AU L 5 PEEMENETRATIONSTITH ULF -1 VAPOR DAPP;EP I FARE RATED ASSEMBLIES AND THROIJOH COTINEAW FOUNDATION NAMES. 11 FRALN'lLe SLEEVES IN FONATFAITON AAILL� AS PERTAINED FOR ELFCTPIC, AIMED SIZES SRUE ED PUYFIVAMUCHANI6AL,FTr �CXARVINATEF,IrACTHERCTAAKIRACTOR5 < GROSS-SEGTION PAUTO. PATANINCE,A6ENCIE5,ETC q MME SUPPORTS ARE COPPLY w/SELL P2bM TABLE P 6051 APPLIES,EXCEPT LEAD lI NAILS ALL HOLES MAPS 15 NOT TO BE MANFARE AY ARE TO COMPLY F/SHOT P260b lB CIFFRETE FOUNDATION HALLS TO BE GA51 LIONA THIG NO NHORIZONTAL INS SHALL SEE PLACED IN HALLS 61-1 Alp 6 Ir 13 ALL EXAMEPT" RETE FILABS,TO ROGEIVE ARCHITECTURAL FINISH ANA 4" GONG. SLAB N/ 5xib 410/10 _6 6'-2" FI CONCRETE LEVI DETAIL DESIGN LOADS S,1I A5 TOO PLANS AND SPECIFICATIONS VqNM OVER 4 MIL PVC, 14 NO CONCRETE 0 1 HA50WE SMALL HE PERFORMED H TEMPERATURES VAPOR BARRIER V�'BP . 411 LONG DEA1614 LOADS ARE IN 6OMPLIAN�F H/SECTIONS NEF013,ROIL 4 1 E01 5 `40 DEGREES F. k BE UAU­ xq.11 SS.P COLUMN I 4x(2 r-I A�Olv E LAO EA 0 O�O/C F2122-LD-AP.�_ ALLOWABLE DEFLECTIONS COMPLY W SECTION RRX. 15. NO ADDITIVES SHALL LESS RMITTEP HITHOT MITTEN PER]11FAIIIIN':HOT' ARCHITECT . No CONCRETE SHALL BE LAST oN FROZEN`ARFALES t (2) AT EACH END 16 ALL FOOTINGS TO SEb" 7W U�PRO-JECTIO11 ON Ell AIDE'A rLANNTLANION CALL N. To 21x2Ox1P OONO. 5NON LOAD --- 45 ME-TABLE R3C.2e)RJE�IPFNTAL LODE OF NLS.(FADE BE f:OOTI NIS, L52I 4 TMU2b 10d NAILS ALL HOLES DEAD LOAD IS`BF 11 1 NIN t2i A14 RETAKE,CONTITOOLS,UNLESS CHINA NOTED III PLANS) I I 5TOAFORI 20 OF- PROVIDE MINIMUM 2',4 EPA DE7KEEN FDOTNAFF,AMP FOUNDATION NAIL, T LAL / [�� TYPICAL LIGHT SLOPE HANGER INCH 5TORA&E_ 10 PSE TABLE 4-1 ASCE PACE ALI IAI All CAR AIAFT5 TO HE HOCKED t'OIAMPATER . jr-C'LINIv 1-1, 1 FAR 5o, to 51-041 -5 - PITCH SLAB I - - - 5- - FLOOR LOADS, TABLE 4-1 A56E PACE 13) (HIT, 2 AT EACH oOPIEEFA 1 0 EACH NAI t ''-O"MITI END OF EACH I PLATE FEC TALK AB VIL _ F T__ 5FIET INSTALLATION o I OLC LIVE LOAD 40 PDF IN ✓ POCKET , A66ORDANC F AT/eFCVON R3.� POC ET 1Z IN CRAWL 51 VEMS,IN ACCORD ALF E P/FMOCA LC,ARE 70 BE I(F�ATTU I N Iv DOWN 2" DEAD LOAD----- 10 PSE-TABLE 4-1 AHCE EACe 13) 5 0 OF EACH 6FARNIER OF THE BUILDING WALL LOADS 20 ALL FOANPATION ANT AT BAEEMI III RECEIVE BITUMINAORE"ATEFNPROO'INO F -1 P.10SE STRAP DETAIL DEAD LOAD------ 15 PAY HIND LOAD DO MEN CARIIIIIENTRY NOTES Ail L -1 INSTALLATION FE) lb" O/C. TYPICAL JI DE(-K 15T T FROM P OURE U-E A56E(BASE 40) A/ FROM FINURE RFII RE51PERTIAL COCt Or NTS.(PAGE!R) I ALL FOOD SN_F5 FALCACII NAIA ETA IN CONTACT NITTA L5T�4-ABO A UPLIFT LEDC-ER INSTALLATION 9 16' o/c UPLIFT, EXPOSURE AIR CATEGORY HAEONI CONCRETE OR SOIL TO HE CCA PRE BARE TREATED (3)15/4"XJI Ila" Mir-PoIllL M 20&A�UAV`x2AY FRON AT I PA FRI FRAHE LARVAL YROVIIFF ALI I TERI 11TE SHIELD I �ILIF 'GALIR 1P,`UHIl CNTIFE FERIA FLOOR TO FLOIJ WNNMTION -CALI C 3 AL I NAILS,501_1� _10151Y,HAI 4 FRA''INA CONNA TO CAIRO FROM Fl� R3I RE51DEWIAL COVE OF NY 5 (PACE 2b) BE HOT-DIPPED AAA_VAAJIZBAT 8-1 (16) 111 1 5EISIAIr LOAD �HNAI L BE DO --Io2 W, A u H ALL JOISTS,RAFTERBT HI 4 DIRPER, ,-l-FAR, F� BaO In CLIMACTIC 4 61509RA"10 DESIGN CRITERIA -901 r2(I) , TAl HIN HFUM-_ TO HE MAN HE"FAR Mb ASO PSI ­0=6 -MODERATE ALL FFEATUNUI SHALL OF 0' DOUH�LA3 FIR FAIENTIFOR GRADE FULTIOLUOD z OPTIONAL NAILS NAZI CAP bd 0 �'(FC 2 INTERIOR I INTERMEDIATE bLOCKINU LIMA < L 1) (HOOD SHRINKAGE END LENGTH TFERAMIT MODERATE 66"VORED HAITI IF I B BUIL-FIND PAPFF,OR 6FLOTEX III INATION BARRIER 2X�I GGA F J alb" O/C MAY OCCUR AND F T­ - �_ _ D) -56 INCHES FRATIMENNALI TAPED 4 SEALED FALSE STRAP TO LIN I - I&H TEMP,r- 13'F 6 ALL SHE FILION, TO Be 1W PLINOT.0 HAILED I rN F111T FAIL,A A F, MEGH I TO LEDGER A E�-Fl E N T / _IE__= I ALL NAL GORAILAS, FIT OF I HE 3 5TOM NAKED 6B 12 O�, S DETAIL SHEET I X _t --- REMIREP EE iLL 'AFFT�L S THAPHICE,THEIII I LOISO VNI PAPTITIONI TO EC I 'I'll EATI FILL K BE 81, ✓ R! NAILINIS SCHEDULE (120 M.P.H. WIND LOAD) Mev E-ITAHEEHAK�ABT�LAUDER PARTITION� 5IF06L 5TUTA EALY�o I ETOPr FROM THE AT A PA WOO FRAIME C045FRULTICAN MANUAL FOR ONE 4 END FAMILY VNELLINFA,(TABLE FNT AT ALL CAP RATES 10 HE DOUBLE 4 NAILED NATO AHo I_'OC FAA'CAP FTANO, AT LHOUFFFORTFUL FLOPT 01 FLIPI E) U_ b 7 T PLATF5 AT CLEANER IF - FOXINAEL7T-N IL CFACIAH, ITT (,LEAK SPAN AD LEADOFF OVER DOORS AND HINPONO,HP TO 5--CA' HIDE IT)BE 012- "�J A TO TOP PLATE AN HER R^FICH_ FOR OPENINGS 3-0- TO 5'-O"OFF (2)2.0 UNI OUNI NOTE. 11 FOR UFAFISRS OVER 5' C'TONI FEE DOUBLE JACE OIAIY� Typic, N_ OU) PER He OF AL LST ?4 COALTZ _C_X_ 12 1 EFEARTAO,FOR �0151H,BEATTS I AT_L5 TO He 3112 _5 ik ;T OLCRUANNO,TO RAFTER ATO AT LED) 1111 ON :3 PROVIDE 501 IF BERPON6 MAX.8-0-QCIN ALL FLOOR LONA 2C KIM COLLAR BOAMB,AT RAFTFRA AS 11P STATE 1 LOCM I IDDI 'RAPT-E-W-CMINNE,MOIST AFFEL­10INT CONNECTION ABOIJURK-111,11 -o/c.2x12 CGA 5TRIN6ERS__ HUMICA DETAIL WARE_15-RAF-TM ENU I ED) 1 bbd B- 1 4' Z 6 4-5 ABOVE ATTP,FLOOR) 7272 12 0 JOINT IROOF-GiDopu F-0 F-Abd C oFlFo F7,I-ev Fo "D A ��C-NAILS PER NET 15 REA F FRAMING IF PCA16NEFF IN ACA,0FPANTF A/ BY PFYYVIVVIRF CF (,AT F CF`AIHE INT15 N F,C H I Ju END -SNA 61 WIST TO PARALLEL RA,HER 0 N'01, 512 21 RTINT-qq5 1 4-.12 _22- D PARAITYLAY,MILPOH AN OF THOCAP ANNUCTURAL HDAPI Ell TO BE A, MANUFACTURED FIT TJI CORP OR APPROVED EQUAL LEI 13 11� lVAATFIAL I 6TRU,TUTPAL MERGERS 11 TO UP IFFLUNIFIMP IN ACCAFOW1rY1I1O,O2I (12) A NAILS UPLIFT " MIN, SPAN Ct TH-LiI LAPS OVER PART MAITURIA4.FOR LOAD END BFVA ELATES,AND HEALERS ARE TO BE PER I IFIREP IN ------- ACCORDANCE W RUCOTI :122 15. STRUCTILARAIL FLOOR HEFIEER5 ARE HIT TU BE CUT,FIXED,OR NOTCHED IN EACFBF FLOOR-TO-FL u____L OL THE LIMITATIONS SPECIFIED IN THIN,R5TC2,A,CAYES,NOICHUSY AND HOLIFF,POREP 114 5" SONC P TE FOUNDATI�N DI TO 0"xtb" I FOOTING WALL FJZAt�,II BA KLOP PRODUCTS ARE HIT PERATTIFTED UI THE EFFECTS OF 9V'H < k)� -] STUD To FOUNDATION WNW-OTION MINT DESCRIPTION NOF COMMON NAE-5 0 OF BOX NAILS_ NAIL SCALING THE 4FIRATIOM ARE 51BCIFICAALLIT CTXAIFUHNIAP IN FAR LESION OF THE FIFFAUI E) I - - � I I - TOO PLATE TO TOP F5F_W_fFAPE HI 7--wa­--2--Tba PER EACH R ab A.02h (FEE PETALF) E) ES AT INTEAUX51ECTIONAACE 9K1T_E_DF__ 4- lI IN ACCORDANCE YA/POLO 3� �CLJUO QRIU INS t NONCHUNIFF, ARE AIF�O TO COMPLI EACH TPFIN IN ACC,OEVANALA/SECTION P31bZIRETEIRED 6JAPD5 FOR HANDRAILF,AFF TO HAVE TYPICAL PTI(q STUD bURFArE 0 EACH �T%� - L SIMMORI MA 20 OA METAL 5TRA v 12" MIN. ON T LAC, FACE RAII. I- 1 2 Ald 24 CARS THAT 00 NOT AILIFOH!PASSAGE OF A 4'10 STAFEATE fid THIA-,K GLF^R CAN,UNLESS NOTED TCP 7RxY PLATE To �m P���,L I, --}i6d 5-411d MR 51rup N`EFNA ARAB SHALL BE CLEAR MATERIAL PHI OTHERWISE NOTED x GGA LEQF5!Ef� TRUST RAFTER TO DOUBLE ANCHOR BOLT HE ER TO HEADER(PACE NAILED 1w 6.al, 2 5 AIR TREAFF,SHALL Be I J IN I CONN. TO HOUSE - SEE DETAIL SHEET I ELATE INSTALLATION a fib" Tl'PICTAL 1_5TA36 I TO ME I T,BAND ETF,� _2HI __2HW i CEII-INTO FINIA ARE TT A FLAME 1,ATIREADACILAASIFICATION NOI CREATFR F) PER FOLCF `0 HALL AN 20CI AN ACCORDANCE HD R3MJL I A SEDAFX DEVELOPED INDEX IRA[ GREATER THAN H' IN ACCORDANCE H/8319 2, LESINIS MI MUST 60111M F AAA 83193 4 WIC 4 (OR EOUIVAILEACT) TANI 1 -4- TOO-_5FR_T5II 24'-Y 40'-0" 67IRZFER TO CONCRETE PIER DETAIL R.I. GLO5ET 9YEL 5 TO BE CLEAN FIND UNIFASA,OFFIFFUN15F NOTED H) L, CIMI F (A AILIFID 4-Ed NAILED) -Ed F- 24. PROVIDE 11" HOOC COOTHE5 ROD IN ALL CLOSE O, --6d--T716�dIOd­ -PZMAC,H ENS TO COMPLY�/R102�5, 4 R711T, 1 9 NAIL STRAP AROUND 'ILL Tor ATETiol:NA]Iav 5 25 OERA1116 PULP 51URFACF� A INAFALL-AT10H APE TO COMPIL r A/R 102 4 OTHER FINISHES trY 3H" LONG LAG BOLTS SILL R a ANCHOR EI RAP TO 51OATI(FACE NAILED) 3-16d `lIA GALLA.LAST QJuLIAu TO BE _10d R.00FINS / AIDING NOTES x �IUOUF PER J IL F 21 P5TA30- 1405 W LAPI A T To XiST(END NAILED) 3-IVd 4 1 PER-_ A IC. IN SA A �­HK___ I NICE 1CVFRINA FATMAILS ARE TO(LOT BE r H/SECTIONS P102 HUI I FMCBi A71- (3)2xIO CCA 18) I'd NAILS EARN HOIST TO ALL OR TOP PIATF FTO-ENA L_E_QT_ 3-16d PER ro-T ARE TO BE ININTITA ACCOPPAI./EM04 4 POITIF DRAINS IFF TO BE INIIALLITITY YV, ANCHOR BOLT AIL ad 'ON 7 ASPHALT SMI UNDERLAIPENT lB TO CGMFYC N,`EMOTION B105OO.9R_F` OVAL ifF �I STRIPS AND FASTENERS ARE TO COHN-l'Pf RqA I R".2 5 DETAILS OF A`ARATT IN AC11RDANT C ANIBAL IFIRANIME,AND OLTAIL5 10 BE 5LABATITTEO (3)2.10 LCA-T- TYPICAL UPH08 INSTALLATION 51 66OFF�' _-I COOLERS 7-FT SHIA F ROCIA INSTALLATION AM TO BE 50BAMITTELF FOR POOL SLOPES 1 4112. 2x12 CGA 5TRIN6 'CONFIRM./ASTI TIRE T OR A5TTI CAPRA,TYPE I IN ACCORDANCE A/RN05� ECALAI MATUDIRLAYMENT 15 REOTT IN ACYOREANGEY ti R9O5 BI HAD REOP ANDFRILATTAME-I ANGHOR E30LT-TO-PLATF INTHINO, 15 TO 1 sFRucloRn 1 ___T�_ 5.FOR I 5LOPE5,ICE PROTECTION THAT CONSISTS OF AT LEAST 2 LAYERS OF INTA-1 111NO11 8d :RLAOMENT CEMENTED TOSEAUTHER OR A SELF ADHESIVE FCI IFF HOPIREP SUMMER 4 ET5 -TO-STUD GONNEGTION &YFOUH FALL ELIFT, Rd 6400a[I SAN(WIFER ADOPT,11 TO OF F5K-P 1 ISE EXTEND FR UM THE EAVES EO&E TV 24" PINK INFILE IN, O"(P CONCRETE I SHEAF WALLS ONLY- F.0�R-5H-EXT-11 I& EXTERIOR HALL I HE OF THE WILDIN, IN ACEORDANCE ./ENDS,11 TH. PAL A �E�JI-UJp 4,FLASHIND MATERIALS ARE TOTE CORPOSIOULREFSTANAT AND INSTALLED IN YAC� Iii, PIERS MIN. 3'-G" A NUI ARNELS I'Ll A11DF­ .ICIATEAAROE R6,ENOS MAPS 20 BELOW GRADE (T(PI AL) (SLAB ON GRADE, ETC.) ASPHALT STRIP SMN6MC 5MALL HAVE A MINIMUM OF 51X FASTENERS PER SHINGAME 5 HOUSE MAP IMA F=i OR ENILPIAR, PELF 1 ITS INSTALLATION ARE TO OCAIMPLi w/R1,332 uPHUR­ 3,300 UK, UPLIFT A HEATHER RES5T^AFT MILANO ATTACHMENT AND Hlk TAUCATNA_ ARE TO COMPI I Ad 14 1 (a) I COCA COPPER MINIMUM 12 SAUCE GALVANIZED STEEL,STAINLESS STEEL AT LHINUH OR COPPER WITH 6 5" HIRAM%'DIAMETER HEAD ASPHIF 1661.OF A LHAUHH TO PENETRATE THEAT THE P INTERIA-5 A A MILKEN OF N' INTO THE ROOF 5HEATHINE,OR FRW6H INSULATION NOTES FAS"LESS .`4 4'-T' "I T41 T-611 51 TYPICAL IZE=1 F`Z I� ALL EXTERIOR NI ROOF 4 MILLIONS OVER UTEAONDITINED 51AFE5 CONNECTION INSTA _I( NER YORK STATE mmsy cotm AS PER 3HAFTER 5 IT L �HAL HE INFLATED ALL N5,)LATION TO BE FIBERGLAS FOIL FALL LLAI __)N RESIDENTIAL -GOLISOENT PERFORMANCE APPROACH L WITH PO:I-ON HARM 51PE CAME SHOULD BE A ARENA NOT TO FEAR FOIL VAPOR BAPPIek ACWST CAL INSULATION 70 BE PIRLYIDED AN POLLS,N.CCAM AND 15'-0" GIRDER TO S.S.P. WL" DETAIL WSIRDER TO S.S.P. COLUMN DETAIL JEFF AS PER THE BEAST CON5ERVATION CONSTRUTION CODE OF FEAR YORK STAFF 1EDIA AREALIND ALL BATHROOMS AND MECHANICAL ROOMS EXTERIOR DESIGN GONVITFIFE5 TABLE 3021 3 FRIVOL PERIMETER N5U[.ATFTAN AS PEP GOOF AT ALL FWANTOAT[ON HALLS NASSAU GEUNJ HEATED,DECREE DAYS _4qTl) H R`VALUA�ARE 5HOCIN ON SECTIONS, SUFFOLK COUNTY HEATING PSISPOE DAYS--- 5. lJOBTURE VAPOR RETARDER ARE TO M INSTALLED ON THE I I RIF KFALIELA FIDE OF 0 FRONT HALL 6,40 S.F. AWADON-5 JiBO 5.F. NOULATION IN ALL HAL-5/ATCA FOOFS/CEIFINAvA IN ACCOPIFAN�,r P/1O,Ul R322 14'-5" U15ULATION MATERIAL E, 10 COMPLY vil SECTION P520 AND 15 TO HAVE A FLAHE WNTAII REAR WALL 640 WINDOWS 5 5F. INDEX HOT FO IEXC�ELP.15 W A AMOK DEVELOPED IN .1 TO EXIFFID MEC4 IMTHAM, 5F, --L-9- `PHILLIPS o LEFT SIDE WALL S.F. 1AINDON5 S.F. MUST COMPLY N/ASTM FS4 STD ALL EXPOCED INAMALATION ON ATTIC FI_DCFP5 ARE TO HAVE MIN CRITICAL RADIANT FLUX OF U12 AATT/CFP` TESTING TO BELATED A 46- GALVANIZED RIC-HT 51DE HALL iF5 STT VAITA -0--.0 1- OFT AS PER ASTM DFILT STD EXTERIOR INSULATING FINISH STATER TO"CHITA N/11031 LAO EI (ATA) TOTAL HALL AREA (71H) 2096 5.F WINDOW AND DOOR NOTES ALL INNADON"AND ALPHA GLASS PICKS TO BE VINYL FLAP HOOP TION/ 5,,J F _-AN E:=__ N TOTAL WINDOW AREA (I.) --2qq 5 F I CLASS ITALIA. . 1_0115 A' IANMA­1INN_r1 B1 SCALE WALL TO WINDOW PATIO= 14 A`AEALFPSFM IF APPROVED UCNAl FIZE5 AMET rCPPS,AF, INDICA ED ON COME I HELD T_ _ - NIT14 INSULATED Th 20F16 PIAN5,FIRLD",01HEIRKAF NITFUA REGUIRED R-VALUES A�, PER. FABLE 502.2.4 ( 2 ) 2. AL1- �FFIPIIR DO�M5 TO Be INBULAIETT FETAL Ae, FEN ASI LIKED BY PAUL MARK 51ANI-EY OF ECA 5IZ55 AND TOPES AS INDIA KL 5F GEILIN& R-Ob FLOOR R-Iq ',.K� 5.13.F. CAPS C,(� -ERIE T5�VAWDARD Ec3A ATE5 4 r_AFn CINPLAI - UAJLE��FATATAERAI�ENOTEP 16d FALLS ALL HOLES -EL- WALT_ R-11 SLAB 3 ALL INTERIOR OrFORS TO BE 1 3/4' THICK,HOLLON!CORE,ATTELAH GIRDER/ POST/ FOOTING CONN. RIDGE TO IFFIFFIALL CONNECTION THE HALL I FLOOR 5Y5TFA1F,AS PER TH15 FLAK CONFORM FINLAY I ALL DOOR JAM, ARE bM�KS TO BE CLEAR PINE, STOW SHUTTER DETAIL FOR HOMES ONE MILE FROM ANY 5HORELINE ANDERSEN AIN170A SCHEDULE TO THE ENERGY CONSERVATION CONSTRUCTION COPF OF RON YORK STATE PESI(5NATION(9 UNI F NUMBER EI CLEAR LIGHT GLASS VENTILATION OVEPAILL UNIT 5TUO LEGEND/ SYMBOL OPENING SG. FT 50. FT 50, FT. AREA 50. FT. RIDGE TYPICAL SUH20 EXIF FIND TO REMAIN FAMPLEX RECEPTACLE -JUNCTION MIT< III TLOI-ATTO G32 1,70 2.5 10 5,45 ---PCO SERIFS COLUMN LAP INSTALLATION LX1511NC TO BE REINA AT CMAR ANDON TRIM CPT(9) DU LEX RECEPTACLE AND 3FCAUA IA A E,LAT -HARD AFFP -HI BE rFOTOF 2 TN215210 �315 - NIIX 5.452 3.18 11.12 A I A-1-HOLES d RATES INTO BTUM ALL HA FAULT THERA TI STAINLESS STEEL ffYF_AFOCHK5 0 12'CIA, 16 HIND HHHE,EB(f) -HARD KEEP BATA DETECTOR PROTECTION 1 000 PT Od NAILS INTO RIDGE ALL HOLES MEN 4 OR ' NFOOP ATUA To' O� PARTITION HANNIC WUN FOR WOOD N/A 4.8 SER El, POST ANCHOR WITH lC 6YPAAUTH NALITEXUARP,BOTH SIDES SNITCH ,,Y1 I CARBON ATONFFXIIVE DETECTOR INADO 4 (-TN54 N/A 3.b ITI I PANELS 5,7 (X2) O.SI N2) 515 (x2) 14.85 XZ I OTHERAITF RATED. FASTENER 5PAGN&111 -5 'r"Dr D FA5EEAkER RA-MEL TJ_ 41 1 6�1 2.6 2A 40 r=�rl M11111111111IRM LAST-III-PLACE CONCRETE - VHFIEF SWITCH EF( EXANM)5T FAR TYPE b RAFTERS STAN PANEL PANEL PANEL -_7 SON SPAIN ANCHOR BOLT �2. SPAN 10.31 5,13 14.55 CONCRETE FOOTING 518 TI FIE X FIRED RATED 5HENE FROCK - THREE HI 1I EIE6 TRIO CHARADE BCCA OFTNER 1* A b, -To a mamv- MARINE SPADE Fb 16 10 12 q q TYIFIJA UPLIFT WNNWTION FLOOR TO FLOOR CONNECTION i�2`5 PROPOSED RESIDENCE 10 (6ANTILVER GI -1-2I1-04 dates: L o4 21�.FAA (FOR OPENINGS)16' 16 16 12 � OR 1 INSTALLATION @Ib"Ol INSTALLATION @ 16" o/c HI E. (:�7eb�aEo rd T;AAKEL TO Or A-LARSEN THAN HINDON! - A, wn circmin FOR SCREW HIM SHUTTERSE ONLY TYPICAL LSTA2 TYPIGAL K�IT25_1 MR. JAME5 PJI 14 '18,C) I UPLIFT _51A24-ABC IX,UPLIFT ERIK HEADER 20 SK 111 1000 HILL GREST DRIVE 15 20&A. I H CRIPPLE lA A C L_ r� �. ,GA_ 14 L FM 60) Od NAILS STRAP PROVIDE BLOCKING ORIENT POINT 5b5 North Nelkood Av,3;nUe job nl�; LindenhuI N.'T . 1175-7 FAX 226-30bb 011"LIFT CONINFECTI 1 15 1 EA 5T-RAP 8 STORM PANEL HARDWARE I Ci END GAP HEADER 4 a BOTTOM EACH STUD HE6ARCHI 60H 9219 ,F 20 0 20 CINg no I 21 ARIA 'V5 IN ADDITION TO FOUNDATION/ BASEMENT PLAN] 22 COANNEC ORO I HALL STUDS 4 NOTES 4 DETAILS 22 FIT Top ITBOTTOM OF CRIPPLES 25 :A 4. 24'_5,. 40'_0" 22'-5" - 2'-2' 5'-5" 15'-IO" 9'_10'• g.-IPI PROVIDE HANDRAILS ._ _ _ _ V• 8'-I" IG'-II" I'-10" 7'-2" PROVIDE 36" HIGH - RAILINGS WITH - _ - i BALUSTERS ® 5" O/G 2 5 N r - 05 _ OO O p mm \ (2)hi4"xIIYB" IGROL`AM (2)I�4"x1114" MIGROLLAM ' (_)I g" TIL " t .L --T- r' - - =iINK - L TUB I ro \ I T-� T N -- - -_ - -- 2 2 IO 2140" 6'-O" 3'-0` _ L' 1 NET I E PRE-FAB WOOD - h 4" G'_O" 4" 5_U' _ _ 9 - - - - _.— FIREPLACE 5., _ 5• 2°xFi^ _ _ i F' /W/G 6^ H. I" u� Ux E 5" J4 _o,.p m5 39 2 _ _ N BEDROOM__ LINE OF 0 ,K O ,UO TRAY GEII_IN6 TRAY CEILING O 4 --- YY._ - ` �a T N FAMILY ROOM o - -- - wI. __ 9'-0" HIGH CEILING O --�_ - JAI i,I05ETK " FIRECODE GYPSUM BOA D -- �" ® � _ _ _ - _� �\w cv -I X xQTGHEN IL IbPR VIDE O r_v C, w __ _ OO TIN 5D K. M.W-O" HIGHi PILING C)H.W 5D.+G.M 23'_)„ w2'_ \ " _ 2°x68 36' H RAI TNG �- x K Q REF. _ 1_ C T 2 .>'• O ` H W 5 U ley l i•> _._ _�_ Q £ / R D _ 2x10 - - IH -3 FLUE FRONT R0_OF BELOW - n ry L. mT44�O.. 2x6° 5' b" 4' X 4'_4" -- -i-2,. I4'_I" FURNACE ___. -_ xh \ , Z) < 5 �° O O Z O J 4" C.F. .9 �IS) D 2 G WALL _-- - - c. 1R- ° w .9 T �m O N CL GONrG, N 4x6 _ { } LINEN Q - 4 Q STLr / - O YWG V,.P�. �-A 2x12 .IDLE l�? x6 MIG OLC M ---_- llll /� 8x6° x _ - K C7ARf�C�E b ,� ai �ry L.A VC-) K �� �i _— - - -_ 2 r '� I Q w __ - __ __ _ (•j ��� fn ///5,�_•FIR �7 CLOSET CLOS. ry ® I V V I vuG'R 28x66 2 - _ O 4 61 p 4X�s w1", r•a ----.- - x _ -- '�+b _ - - - , e m v O2xlo Q 41:0, ----" N ry 4 - ry G d5'- Ll ROOM `--� i -_-._ —_- y x .— In ._._ . _ ____ -- G Q -__--__ _] x68 O � i _ TILL . I X T I ro V 4 4 �_ 5-F,—4'� 9'-O" HIGH CEILING � 3h" -C" 1B) LINE OF P _ - f��.` - TRAY CEILING +vC V O ®-LN i x TEGD q O - - h)OW i 0 G •1 A9 -j CONNECTS K rV a w ---_ __ a O O r ° \ - ry - \ tl1 - �T PROVIDE CA _ 2`xh PR VIDE (2)2. 10 (2)2 10 (2)2 O 21-1 tVF ] ,p 4 HANDRAILSI HW'''L' � 3c� ' HIGH INC", ?-1 o A r m u G h - v - ry IN r a 'r --- g -(-- I -- w 2xg RRelb" 0/6 ry Q j <x DINING (ZOOM D� _ x � � _ T- q _ _ HIGH GEI LING O . - CA -E L.'N tl '�5" 4._g., 5'..11,. b". 4„ 12,_g• 5" O O OP-1111 f Ni t'V Ifl -4 'L PJ -_ )I a" Te "xll rY,[.. (P - - - _ (2)131"xlh/e M.L 2xg RR 2X� g RR 5 ���xll7 " ML. �V ry N (2 3/ XII ML ( 4 1g (2)144" 1174" M. _ ___ - 453 SCJ - 1 S TTIr F ,)I� m _ •' 6 CED R ECKING 4 - H TOP RAIL 36' HIGH - 1 - _ - - _ LING OF LXaNT ABOVE - I OI\ G1-1 - - _ N 3 OPTIONAL P V EGKING • _ . _. _ _ _- , I - IDE LIGHTS TI xTYCGA PIGA P05T ,_ ROOF B LOW (2)2x12 t- -- __ Oz - a a- - 1'-2" 11- 101, 5--O" 5'-O" T-10" T-2" 10'_0" 15'_O" -,P_2" - 64'-5" il� IR5T FLOOR PLAN ..FLOOR PLAN c _ — —I— — --- --- SCALE i — _ - - —_. - ----_ - - - - -- ---- GALE .q _ - DWELLING AREA: -1,327 �C�. FT. "=1'-O" AREA:--I-'4b 50 FT -,i GARAGE AREA: -- 557 50. FT. PORCH AREA:— 316 50 FT. i PROPOSED) RESIDENCE daL" �-a-04 4-26-04 EOR fclrOd �7P.�h�r fl•E• � drawn b MR. JAMES DeMILT 4r�hite�t y 1000 HILLGREST DRIVE �° �a Er�1K_ FERENC.51K ORIENT POINT 363 North Wellwood Avenue ob no. - Lindenhurst, NY 11-15-1 J b3I-226-3708 ]4219 020c-1-I`a_U FAX 226-3088 FLOOR PLANS HEGARGH®YA1-100.cOM dwq Co. Z,,. 17 f, , . > Pi 1 - - — RIDGE VENT I VENT2212 RIDGE FIBER6LAS5 SHINGLES OVER 304 FELT & F+" PLYWOOD — v,pof ril — .—.— 12 ,�,v+`1�c• Ri /! -- 2x10 RAFTERS 9 16" °/G /o. `°�(• "',J 2x6 COLLAR TIES 4 32" O/G FIBERGSLASS SHINGLE - b ,a"° —I2 -- ROOF BEYOND ` ATT I G � ''mr HURRICANE STRAPS Al R-Iq INSULATIO ''r, R- q INSULATION II SEE DETAIL SHEET � \� pry/ - _ HURRICANE STRAPS 1x3 TRIM - TYPICAL VINYL COVERED 2X10 GA 0/G SEE DE-FAIL 'SHEET DOUBLE 2x4 TOP PLATE X6 FASCIA VENTED VINYL 5OFF1T '-0" BEDROOM LJ L_L.' I�OIJI " I =Rx457UD HALLS 916"0/G i LU RIDGE VENT - PROVIDE STEP FLASHING —.� N T-7x8 R R 9 I6" O/G \ `E 2. PLYWOO - - f _. __- - I- 30� FEL I- U FIBERGLASS SHINGLES OVER. \ 2x10 LEDGER --SIDING OAR 3/b" FOAM 12— 304 FELT 6 h" PL.YW000�—� BKID6E 9J. ®MID-05PAN INSIII_ BOARD R'.-4.1 -VINYL 5101W," \ ai" ,PLYW OD j _2x4 BOTTOM PLATE - - - FIN 2ND FL- _ - - - - -- - - -- _ -�� - - N'{l -(2)-2x4 ]OF PLATE FIBER6LA55 SHINGLES R6LA55 SHINGLES - 2x4 G.J. 9 16" OIC - EGO j j (2)2x12 -- 2x6 LEDGER j \ '�," SHEETROCK - TAPE, - Ixb FA561A - - O r-j SPACKLE b PAINT- - --- FLOOR 10 FLOOR CONNECTION — _ VENTED VINYL SOFFIT -- - --- MC3H'xl ON . F.J. T SI - SEE DETAIL SHEET I of 3 6x6 GGA L I V I NC7 ROOM G CONN. F.J. TO SIDE _ 5/4'x6" CEDAR 1-OP RAIL --�, -, FAMILY L -- 1, ; I _ 2x4 GEDAR BRAG 'INC FSM LY ROOM 2x1 GC-DAR BALLUSTERS 5/4"zb" CEDAR DECKI j ., b - - — � - o11H 6 _ tFIN. O/G �i 2x2 GGA J015T5 � I1 9 I6" o/G ��, ,LYwooD 2x6 BorroM PLATE IST FL _ ---h- _ _ ar 'I fll ','d' "'� Y Y14vY44+y1,!�,11 ! 1 " �� IYI!, II w Irl aPlll., �P,l�fi' 11,; Il l'Jp,!I �, n11 'll+prr;l, >� l,h Jfl I I 2x12 GGA 5TRINBLR5 ,�, 1 114'11 71 11 A 1 '� vd 1 f 4 1111 1�(t,I j_r� i ry ,! ti. V� v fY` r ! .4 I' r! v i1u4:141vv ! SIL CGA SILL PLATE OVER _�--3 2210 GCA ILL SEAL x TERMITE SHIELD (3)GGA 2xIC'---- I LLDC ER r-� R Iq INSULATION --- i a SFE DETAIL r� 2, TJII F z Uxl'-O LONS - _ ® 16 O/G BRIDGE 9 MID-SPAIN ANCHOR BOLTS 9 n c O/C. A 7 RADE _ /� G C}� SFE DETAIL SHEET P 3 AS PER WFGM rSHEETI �-3ASEMEN _, \ _ _- 4)131 �� " M AM L a � r }- ( IGROLL z ANCHOR O ' 31 POST -�- VINYL LATTICE I PROVIDEHIgqNDRAILS I r- ix"6'x9.11 SS.R COLUMN O z �-�� I I I lYl f tll F SHEETSEE ETAIL ip F-j F- 4" LONG SLAB W/ 6x61 I-I L J L J I J L J _J L J L J L J L .� - { � � r__� 410/10 w.w.M OVER 4 MIL -5" GONGRETF FOUNDAT ION WALL L - - - - - - - - - - - - - -1 PROVIDE 36" HIGH P.V G. VAPOR BARRIER L - RAILINGS WI-fH !" EXPA,NSIpPF'JOINT -BALUSTERS 9 5" 0/G - _ 8"x16" CONCRETE FOOTING IN' REBAR W/ 2,4 KEYWAY STEP DOWN GARAGE FOOTING AS REQUIRED TO MATCH -- - � - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ - J DEPTH OF HOUSE FOOTING - - - -- - - - - - - - - - - - - Rx' 24"x24"x12" CONCRETE FOOTING ��N �/ � I �N _ `5��T.I0N A_A - -- \ ROOF -� 4" VENT STACK THRU ROOF\ -RId6E VENT RIDGE VENT--' 12 LE5 12 1 LAVE WrTli�, [/,1. - _ Ili" WC l L,LAU E L,AVr -FIBERGLASS SHINC b JJ _ 0, PR-OVIDE ALUMINUM -- - _ GUTTERS 6 LEADERS _ SIDING BY OWNER TUI SHOWER TI) 2ND FL. RD EENTID EP FLASHING- 1,-6�� G0. RI -_- / 2 ��--�2� I'-6" SIDING BY OWNER 2 2 - r RIDGE VENT I -- - —12 - - 12 _ 12 PROVIDE STEP FLASHING J2ND PL 2ND FI_ 8 _ ____ ��' W�. 4LA•/L —_5.5 - SIDING BY OWNIER - - 4" r L HC'USE TRAP - /� =w �-- �J --- IS f FL. 21-01, 2 O' - - - '� 2 -- - - I TO SANITARY SYSTEM 4.. , _ O C.O. III I J�-15T FL - _ ❑ _ - _ t1 III I �I i' a--- 4"III I, IIIIIII . 1 GRADE '`I I r GRADE I Ll IJ -- PROVIDEHANDRAIL -- _ - - - _ - - - - - - - 7 LI I� u - - - - - - - - �LUM�IN� RIaR � IC�fM I I I I I s STEP DOWN GARAGE FOOTING -- - - - - - AS REQUIRED TO MATGH � - - - - - — — — — — — — - - -- - - - - - - -- -- - -- -- --- -- -