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HomeMy WebLinkAbout27295-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31424 Date: 02/07/06 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 3615 DEEP HOLE DR MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 115 Block 16 Lot 19 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 26, 2001 pursuant to which Building Permit No. 27295-Z dated MAY 7, 2001 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SUNROOM AND DECK ADDITION AND GARAGE ALTERATION TO LIVING SPACE AS APPLIED FOR. THIS CORRECTED CERTIFICATE OF OCCUPANCY REPLACES COZ-28268 ISSUED 3/12/2 . The certificate is issued to EILEEN ORLOWSKI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N 580897 10/12/0 PLUMBERS CERTIFICATION DATED N/A uth rize& signature Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28269 Date: 03/13/02 THIS CERTIFIES that the building ACCESSORY Location of Property: 3615 DEEP HOLE DR MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 115 Block 16 Lot 19 Subdivision Filed Map No_ Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 26, 2001 pursuant to which Building Permit No. 27295-Z dated MAY 7, 2001 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to EILEEN ORLOWSKI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N 572824 10/12/01 PLUMBERS CERTIFICATION DATED N/A Zz Au ri d 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, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial $15.000 Date. dr New Construction: Old or Pre-existing Building: (check on) A Location of Property: ?�lrj I � �Q � l�2 ple- / 1 e)ICtX/ ,c tJE1A CL House No. I p�Street Hamlet Owner or Owners of Property: 0 r D� Suffolk County Tax Map No 1000, Section 1 I S Block 1(c Lot 9 Subdivision Filed Map. Lot: Permit No. d 1a q_ Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: Loy-f e CI-14( chck one) Fee Submitted: $ C-0 ►�a3 I W �� Applicant Signature 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. 27295 Z Date MAY 7, 2001 Permission is hereby granted to: EILEEN ORLOWSKI 3615 DEEP HOLE DRIVE MATTITUCK,NY 11952 for NEW CONSTRUCTION OF SUN ROOM AND DECK ADDITIONS AS APPLIED FOR. AMENDED TO INCLUDE ACCY GARAGE 7/17/01 TWO CO' S REQUIRED at premises located at 3615 DEEP HOLE DR MATTITUCK County Tax Map No. 473889 Section 115 Block 0016 Lot No. 019 pursuant to application dated MARCH 26, 2001 and approved by the Building Inspector. Fee $ 172 . 80 AuthorizeASignature COPY Rev. 2/19/98 745) / QL.4/eU T Or'��i.w�y W9Pr"f�HrAyp eloo✓- edA`j, e. ro M.4�a-/ 6 /vak hnr,y , CPa71"C'Ad CAI I'tPF f�uUr N .» 5 14 `°o,J P ? )P^cewp �?,�- ;�, %✓s a l.� ,�, G�, >7�, o t, �s .'�/�. �� /l �-�,�-- S ?u) e`N (O o i` ,`�JSU v,✓ i'IV Li Lo ✓� r}e to i - _f - I 16,��pf+r 36 /'�:NI01J SSV /l/ i 4 T FEB 7 _ FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28268 Date: 03/12/02 THIS CERTIFIES that the building ADDITIONS Location of Property: 3615 DEEP HOLE DR MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 115 Block 16 Lot 19 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 26, 2001 pursuant to which Building Permit No. 27295-Z dated MAY 7, 2001 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SUNROOM AND DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to EILEEN ORLOWSKI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N 580897 01/09/02 PLUMBERS CERTIFICATION DATED N/A Aut oiz d Sigature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT But TOWN HALL 765-1802 OF B ,pEPT. OF SOtJ QLD -- APPLICATION FOR CERTIFICATE OF OCCUPA�C"t'� This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Photocopy of Certificate of Occupancy-$ 0.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one),, / Location of Property: �/S 2 /p Qr;vP /J�A f/ 74/ 4 K House No. Street Hamlet Owner or Owners of Property:��/ �j—/ S& , Suffolk County Tax Map No 1000, Section IAS Block Lot / 17 Subdivision Filed Map. Lot: Permit No. Date of Permit. O / Applicant: Health Dept.Approval: — Underwriters Approval: S Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ "-A Applicant ignature TME NEW 'YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1185077 BUREAU OF ELECTRICITY F 40 FULTON STREET, NEW YORK, NY 10038 Date JANUARY 09,2002 Aft9 1 NV p� �rQ�.0nL7� 13460801/01 N 580897 THIS CERTIFIES THAT �1957 only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of B.& E. ORLOWSKI, 3615 DEEPHOLEryry DRIVE, MATTITUCK, NY in the following location Basement El 1st Fl. EI 2,d Fl. OUT Section Block Lot was examined on DREMW 20,2001 and found to be in compliance with the National Electrical Code. FIXTUREFIXT RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS RECEPTACLES SWITCHES INCAND6SC� Fl SCE OTHER AMT. I K.W. AMT. I K.W. AMT. K.W. AMT. K.W. AMT. N.P. 1 5 5 1 DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS AMT. K.W. OIL H.P. qA¢ H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. M.P. NO.OF FEET AMT. WATTS SERVICE DISCONNECT NO.OF S E R V I C E METER NO. CC GOND. A.W.G. A.W.G. A.W.G. AMT. AMP. TYPE EQUIP. I*3W I �W JIM •lW PER• OF CC.COND. NO.OF HI•LEG OF HIAEG NO.OF NEUTRALS OF NEUTRAL OTHER APPARATUS: PADDLE FAN F-1 G.F.C.I:-2 ROSLAK ELECTRIC LIC.#3677 E L P.O.BOX 164 CUTCHOGUE, NY, 11935-2453 GENERAL MANAGER 11 Per This certiflcato mytt not be altered In any manner;return to the office of the Board if Incorrect. Inspectors may be identified by their credentials. COY F09,101125ING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1185077 BUREAU OF ELECTRICITY I 40 FULTON STREET, NEW YORK, NY 10038 Date AUGUST 24,2001 Application No. on file 127'75001/01 N 567844 THIS CERTIFIES THAT ��' only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of BENNET& EILEEN ORLOWSKI, 3615 DEEP HOLE DRIVE, MATTITUCK, NY in-the following location; El Basement Basement l Ist Fl. El 2nd Fl. OUT Section Block Lot was examined on AUGUST 06,2001 and found to be in compliance with the National Electrical Code. FIXTUREFIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS RECEPTACLES SWITCHES INCANDESCE FLUORESCENT OTHER AMT. K.W. AMT, K.W. AMT. K.W. AMT. K.W. AMT. H.P. 1 . 6 1 1 DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS BELL HEATERS MULTI-OUTLET SYSTEMS DIMMERS AMT. K.W. OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. H.P. NO.OF FEET AMT. WATTS SERVICE DISCONNECT NO.OF S E R V I C E METER NO.OF CC COND. A.W.G. A.W.G. A.W.G. AMT. AMP. TYPE EQUIP. I ZW 1 0 JW J 0 3W J 0 4W PER! OF CC.COND. NO.OF HIAEG OF NI-LEG NO.OF NEUTRALS OF NEUTRAL OTHER APPARATUS: PADDLE FAN F-1 G.F.C.I:-2 4f ROSLAK ELECTRIC LIC.#3677E L L, P.O.BOX 164 CUTCHOGUE, NY, 11935-2453 GENERAL MANA OER 11 t'_: Per This certiflcate must not be altered In any manner;return to the office of the Board If Incorrect.Inspectors may be Identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET < /5 VILLAGE DIST. SUB. LOT �3 FORMER OWt�F�R Q� s�L�Y1 N E ACR. 5) CEJ ( ��a 1 _ OV76- _r/ I aymon Mc e t')h)t W TYPE OF BUILDING ,gkANK' S. LfS t J RES. 14I6 SEAS. VL. /j �FARM�� COMM. CB. MISC. Mkt. Value LAND IMP, TOTAL DATE REMARKS 6X� eK GAHo T '6o $Oc3 f 4�Uo r S4cX� / 3/g gt. - lot 3 8 - 10 Ja/ i�lc ke 'eh�nwU f 4v Mckeunnr_ _s 3A5Dz AGE BUILDING CONDITION �GkLla �1Gt /' NEW NORMAL BELOW ABOVE t3 ? �!- 7. l�l�KPi eL�r' ,�al�a - ✓Dice e%eyPe FARM Acre Value Per Value Acre / - ^�IQIIP f0 OvVS�I Mar/IpGE Ce✓f 5/23N4 Tillable 1 3 4 t) - g�, ¢ani? Qa<�OwSr ' �G Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD I r L.Total DOCK ��■i.�.��.i.....w."©■■■■■■■■■■ i� 0 iwii��■■ �_=�■■=1■■i■■■■■t i i ■L■ 1l��J■■■■■■i� ■■■ ins■1F' ! ■■■■■ ■■■■N■■■■■■■Gael■■■■■■■ \■■■ ■■NME -■�c'�w'i,■ ��■■ 0■ ■■■ Hi■ r�t�■ ®sem I fl - 4 N ' S V i N -tank fs.` r4 O N.87':9'20"'vV. I :v O,.rt SEcf �bct' /DOO //S .1/Cie: C..O'� "1L RSDGI"', Sl'IOWrI refer ro , Mao CT ✓GCP Hole C-!-eek EC+rres" "/fieri iti Elie , u��ol� �un-c; C;�rks I M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: C, 1. ;DATE d INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE/& CHIMNEY REMARKS: V 4-4 L ,DATE ®2 INSPECTOR 76S-lW2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: GO" DATE / ( 101 INSPECTOR `�'� M-1802 BUILDING DEPT. INSPECTION -[41/FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE O l INSPECTOR IL -4 M-1802 BUILDING DEPT. INSPECTION [ ] FOUND ON IST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE ` 0 � �' � � INSPECTOR 7.Z��--4 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ NSULATION [ �RAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: . -rG �� ILK DATE INSPECTOR stiQ M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING [ FINAL [ ] FIREPLACE A CHIMNEY REMARKS: DATE INSPECTOR FIELD INSPECTION REPORT DATE _1' COMMENTS aaamasmaaaaaasaaaxmxsxa�xxxx x i'xxsassssxcascxasaaasaa=xasmxaaasxamaxsasa-eaaxaxxaasaxm o FOUNDATION ( 1ST) h' FOUNDATION (2ND) __ G aaxaaxaaaaaaxs-=sssxsaa a-a x -s-. a as,�sx e- aa=e.exaaxsaa a =_ =-ees=__aaascaa x� u II x ROUGH FRAME 6 c _ of- PLUMBING 6` 1j1 I a�xaSSaxS:aa-Ta C xxSa _La=aaaSl _ � _ y V INSULATION PER N. Y. STATE ENERGY I CODE axaaa29¢Saxaaama�S�vSa'.lL3a x�mxaeaaxm¢��- xCxCaSs'3 A / c FINAL q O u p wxcsaxaaaasmxaxxaaxaxs=�a�sa�=$saw sxsas m xmxaxaaa:xscxa- -aaasmasaassa ADDITIONAL COMMENTS: saac--_axxaxacmcscxxxmxf xmsasx-rsxx=xsxscamaa:xxmmxseaaax=aaxa a�-aas�a- � pjg7. � �� 3 436.6o v o x TOWN OF SOUTHOJD BUILDING PERMIT APPLICATION CHECKLIST: BUILDING DEPARTI NTW 2 6 ?GO) Do you have or need the following,before applying TOWN HALL _ Board of Health SOUTHOLD, NY 11971 s 3 sets of Building Plans Tn � ,s...._.,-..�.-.. Survey Check Septic Form N.Y.S.D.E.C. Trustees Examined�j 206 / Approved S 7 20--0 1 PERMIT NO. .2 72`�,<2— Disapproved a/c Building Inspector APPLICATION FOR BUILDING PERMIT Date . 23 , 20 Ol 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 sale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or aroas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this application. 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 sliall 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 whatever until a Certificate of Occupancy shall have been granted 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 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 8f�apMant or name,if a corporation) Y (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder (y'i7�i2� L'Qn�4�c'rt�l? Name of owner of premises g�.iAw_ :k (as onthe 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. nv A-4 _ 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 Yl c Block 16 Lot Subdivision t» t4nL-g r e5�?K jaaatM Filed Map No. S4.2S312 Lot sy (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy :S(N6 t g +:'taut 1 u4 R-ey,t TS b. Intended use and occupancy S 4�w e� 3. Nature of work(check which applicable): New Building Addition )C Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Costf. pdp Fee � W. 00 T' (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 t Srt Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front 5hwa Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 12-% Rear a!2 Depth I VS l 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law;ordinance or regulation: P110 13. Will lot be re-graded N 0 Will excess fill be removed from premises: 4j!D NO 14. Names of Owner of premises germ gvuexsy,i Address 36v5 DeW?tL -oQ Phone No. 32i!�- &,S3-o Name of Architect Address Phone No Name of Contractor Duyc t-4c-6 Address [fix (*aZ . \has gPhone No. R:lu b'2.3- 8AN? cftew- i6NA�-� 15. Is this property within 300 feet of a tidal wetland? *YES NO � • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey, indicate scope of project, to scale,with 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 w � ll6U4L fAcGkh{�a� being duly sworn,.deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the C6't� (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 me thiss 0`13 day of /'� � 20� sd zl c -A Elk1NE tA: �% Public Signa e of Applicant Notary puNo'6 4fi1oi wolo� Qualified in SetE "'U rr Commission FxPims k4 BUILDING PERMIT REVIEW CHECK LIST -2 �� 5 DATE REVIEWED: 4/27/01 APPLICANT NAME: ORLOWSKI, E DATE SUBMITTED:_3/26/01 SCTM# --- DISTRICT: 1,000 SECTION:_115 BLOCK:_l6 LOT: 19 PROJECT LOCATION AND TYPE OF PROPOSED WORK: PROJECT DESCRIPTIO . ADD JkLT,ACC OR N/D: STREET: 3615 DEEP HOLE DRIVE CITY: MATTITUCK SUBDIV. NAME: ARCHITECT/ENGINEER: ,� �orr FAST TRACK: YES N SINGLE & SEPARATE CERTIFICATION-REQUIRED: YES oN NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LO OM JAN.1997 100-25.Mercger.(A nonconforming at any time after 7/1/83 ZONING: PERMIT ESTIMATE AMOUNT:_$ ),</< .00 PERMIT USE: EXISTING: S7 +Q INTENDED: s� ZONING DISTRICT(04 R80 AC CONFORMING: YES_q0 REQUIRED LOT SIZE: 5i0)G SQFT. WHERE ACTUAL LOT SIZE FROM. AXCARD ACTUAL LOT SIZE:2Z2/6 SQFT. REQUIRED H'ff UQUIREghc REQUIRED FRONT: �'PROPOSED: `}/ SIDE YD:~-/S V 3S ' PROPOSED: 27 '/,�� REAR:SO 'PROPOSED4OU' LOT COVERAGE: A LOWED:Q% EXISTING: •-- sf % NEW:— sf % TOTAL:,_4St,sf/2-% CORNER? YES o O WAT ER FRONT? YES oR O DESCRIPTIONc/e�ss FLOOD COMPLIANCE ZONE: PRE-FIRM 3/18/80 PANEL #: fe1 FLOOD ZONE: , AGENCY PERMITS REQUIRED FOR REVIEW INCLUDED IN APPLICATION TOWN SPETIC PERMIT: YES o SUFFOLK COUNTY HEALTH DEPT: YES o NO (BED #): DTE:_/ / PERMIT#:R10- NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or SOUTHOLD TOWN TRUSTEES: YES or 8 TOWN ZONING BOARD APPROVAL: YES or TO TOWN PLAN. BOARD APPROVAL: YES or NYS ENER�G-Y:/YES OR NOf _EGRESS: VENT: LIGHT: NOTES?/'6I=// �/1/(sc tom. garc T� 4+IY'r At+o Aro«ss /�S 3 /06 r� .� 91.A4 / r,.,e,y L o-1 r 3 rz sS 5�.� / um�, i Q. .1•v� /6" jfAM /15 n' .r acrd — /r. '-'• . ,s{�a FEE STRUCTURE: FOUNDATION: SF -� FIRST FLOOR SF SF INIT OTHER TOTAL TOTAL: G� �'�SF FEE FEE FEE T( SF)- ( SF)= SFX $ =$ +$ _5 +$ = $ �S 11 SUFFOLK CO.HEALTH DEPT.APPROVAL w S. NO. i L MAP oF PQcPE2TY " STATEMENT OF INTENT SU@VE1'HO THE WATER SUPPLY AND SEWAGE DISPOSAL '.. rr'CH f 11'!V!Y✓ SYSTEMS FOR THIS RESIDENCE WILL TO TME STANDARDS OF THE SUFFOLK CO. DEPT. OF HEALTH SERVICES ��i�j�jqq- I I MATTITLKk' (SI 1 V ha. I (� TowN OE SCVTl0I-o,N.Y APPLICANT m v SUFFOLK COUNTY DEPT. OF HEALTH SERVICES - FOR APPROVAL OF 1 i CONSTRUCTION ONLY DATE H.S.REF NO.: 5.87'19'20"E. - 182.32 "1+ y, \ II APPROVED: i F ��1 m �f A^'CJ SUFFOLK CO.TAX MAP DESIGNATION: ? 1A I DIST_ SECT. BLOCK PCL. n 1000 1(5 16 (9 OWNERS ADDRESS: I K- A. hfe KC/9h1t1 J $ e a °. I. 8cx !-t,: Dr/ftwao✓ cove R( =0 e r I v Scale:40 P - 6raen(>orf. N, Y. //949 gree=22,046 eq.fr- Tet. 477-OIS9 plr Lsi O i I� C•morlwemmF DEED:L.IW4 P. TEST HOLE STAMP a- � mwut.e u.ro.vet,e i e1 , ��argww.0 v,n N.87'19 210"W. - 185.12 I u.s�ma:m w%.. _.V• _. Q fried bn.m= n mac s' (� SEAL 6uaraifeG4 ttr ' GA%L090 rif/6 JODYC}b6K Fo.. Nola:Lof numbers shown rvfir fa ! I a3 trurHefsJ JI(Lflt'Y41S "4400 of Daae+FbM Cmak Eokri"' � r 1100�RIIX YAH ! filed iH 4fio CaJriv Cbrke co-me as Mari hb. 4256• � - LICENSED LAID GREEINo" _.1"YORK '1 lI 1 , 4YA i _ ro f I ' 5.57'(9'20"E. - 182. 32 �a � 2 _ Q O JulN,87*19 204W r , i U c - � •9 X /1/J.�P � �� •i1 ni V'CiL: Low �rc.ntber-� Shawn r�Or ro -��ea rn -ff� =u�6o;ir �vL1n't; C,e�rk� I F I c DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION APPROVED AS NOTED HAS BEEN APPROVED. DATE:-Zsz� B.P# r.?? 2L-� wz FEE:-L�-,6 NOTIFY BUILDING DEPARTMENT AT 765-1802 9 AM TO 4 PM FOR THE PROVIDE OPENINGS FOR FOLLOWING INSPECTIONS: EMERGENCY ESCAPE AS 1 FOUNDATION - TWO REQUIRED FOR POURED COCRETE REQUIRED By PART 714 OF 2- ROUGH - FRAMING & PLUMBING N.Y. STATE BUILDING CODE. 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REOUIREMENTS OF THE N.Y. SATE CONSTRUCTION & ENERGY ''-O-1 RESPONSIBLE FOR !-,0NSTRUCTION ERRORS UNDERWRITERS CERTIFICATE REQUIRED BAY CREEK BUILDERS, LLC D.W. MCGAHAN RESIDENTIAL DESIGN CONSTRUCTION AND CUSTOM RENOVATIONS TELEPHONE G-$6X 602 (631)734-6270 i CUTCHOG NY 1 L K,. Z x c7o' - \s'Ss o r f `` IrOW�TZ �.►t, O oo L-4 o 'U I � � I f_ - - - - S-it'p DN C>x b Rty{-• wK ll- I ' 0. Q ;;31Lco - �! 1lO` Pca� C,r��+i76 S.h(o 2F'I. wK�L sf"rn� CB"NS'�PirC�tll1N I I i ! a� ,. r G�R'cUt= Zxb Cc1A. �o\sT5 L.lat1 ot-• ZKio P-�DGE __ Z X43 ��-PSLS l{k� GGA 'P'JS'T3 ( g`9'I O.G. l�iu PV,JwpOb CO�K¢eTE � / - - S�Z Tl II N OT- 1-t � \ rf - Decks u 4 . ( Ir S�GTIbN- S G2� � L4 I I ; i F9- — - — - z CC ro _ ARUA 0 r II NtW E�K T> �tt K /4 X26 `4 x � C G R 703Tj 51�It�4are(YM I Z.Kg Cc =2- Ziz1M - — — - Z �1O A - - - - - I X --- (o ------ o -- - - - 200 -- f tiny CCA i BAY CREEK BUILDERS JOB D. W. Mcgahan SHEET NO, OF P.O. BOX 602 CALCULATED BY DATE 3'Z CZ$—0 CUTCHOGUE, NEW YORK 11935 (516) 734-6270 CHECKED BY DATE SCALE PNW W-IIPdWtl'EMO PRW)9227kf(W*IlEW) WIE ok.WM,Mn01171.Ta0MPRT0liFREIdo MM C�OtM� �S`�G�MCSt'0��1 DC �QOf�� eoa�r�r HOME � � I � GARAGE I $5.84 f�OO f�1S4G�MC�TDOfi�l NYMPH GROOVEDSIDING . . . . . . . . . . . . . 81025-99 PRE-CONSTRUCTION STEPS 13. To attach metal"T-Type"wind bracing,first checkthat panel is fl0OO SHINGLES ROOF SHINGLES HARDBOARD SIDING PACKAGEBI 022-99 1. Careful) study this plan,reading all Instructions before beginning square.Then position metal"T-Type"wind bracing at an angle from ROOF SHINGLES VINYL . . . . . . . . . . . . . . . . . . . . . . 81026-99 QUANTITY SIZE DESCRIPTION y y p g g g the outer corner of the panel top down to the bottom plate.Mark the HARDBOARD . . . . . . . . . . . . . . 81027-99 construction on the garage,Check with local build)ng officials regard- position of the bracing on eachstud,Use a circular ower sawte out PRE-ENGINEERED POOP PPE-ENGINEERED POOP PRE-ENGINEERED ROOF 27 EA a"X4'XR EXTERIOR SHEATHING BOARD ing building codes,permits and frost conditions.if an independent p g p TRUSSES AT 24' O.C. TRUSSES AT 24' O.C. TRUSSES AT 24' O.C. FRAMING PACKAGE81070-99 68EA 12"X16' HORIZONTAL HARDBOARD SIDING contractor is pouring garage slab and foundation,slap Steps into studs at each mark Nall brace with two 8-penny nails at each 4EA i)SX14' GABLE RAKE BOARD through l0 stud and top and bottom plate.Repeat this step for all corners. V2" ROOF SHEATHING 1/2' ROOF SHEATHING 1/2' ROOF SHEATHING QUANTITY SIZE DESCRIPTION 4EA 2%6X12' SUB FASO IA 14. Repeat Step Rand Step 13forwall panels B,Cand D(see 1E 2X4%8' WALL PLATE TREATED SEA 1X6X42' EAVEFASCIA 2. Plan garage location to allow for any limltalons on side,front and LEFT SIDE,RIGHT SIDE and REAR FRAMING ELEVATIONS), METAL DRIP EDGE METAL DRIP EDGE METAL DRIP EDGE SEA 2X4X12' WALL PLATE TREATED 2EA 1X6X14' PAVE FASO IA rearsetbecks Also allow enough room around the garage for easy 92 EA 2X4%92%" PRE CUT STU DS&GRI PPLES 2EA %"XTX8' BC PLYWOOD/SOFFIT entrance,exit and possible turn around and for access to the side 15. Note,regarding Panels C and D.Additional steps are required to BEA 2X4XlT TOP WALL PLATE 2EA 2X4412' SOFFIT BLOCKING(HIPPED) door.Check with local utilities ler any underground services Soil add the door openings shown inthe LEFT and RIGHT SIDE ELEVA- IIIc j SEA 2%4X16' TIE PLATE 3EA 10' METALZ FLASHING sh..too tested to insure that It meets design loads set forth In TIONS First,apply corner bracing,Second,nail 2"x4"Jacks on each BEA 2XBX6' HEADER/SERVICE DOOR& 40EA 12" METALCORNERS General Notes side opening sizes and door each pas Third,headeactZrs Into position, rough /1 WINDOW 2EA 1X4X10' OVERHEADTRW(HEAD) nail anelsudswnon6achpanails head,install position,antl -FASCIA 2%6 SUB-FASCIA 2%6 FASCI 44EA 1 EA /z'X49XB'x10 MICRO-LAM/OVERHEAD VERHE DDOOR 15LB BID OVERHEAD TRIM(LEG) FOUNDATION STEPS nail to panel studs with t6-penny nails Finally,install cripples as 2xB 3. Carefully stakeout the foundation,squaring the corners by check- necessary Nail into position using l 0-penny nails TIE PLATE TIE PLATE TIE PLATE 2EA 2%6X10' OVER BAD DOORS URROUND) 18LB IV."SHEATH ING NAI LS ing that the plan dimensions are to outside of concrete and lace of 16. When panel assembly is complete,the walls can be erected Tilt SEA 2%6X16' OVERHEAD DOOR(SURROUND) studs Panel Aup,placing it In position over the anchor bolts Brace the 2x2 BLOCKING 2x2 BLOCKING F-CHANNEL SEA T-TYPE DIAGONAL WIND BRACING DOOR AND WINDOW PACKAGES1023-99panelbroad, TOP PLATE TOP PLATE TOP PLATE 2EA 146X10' H EAD JAMB/OVERH EAD DOOR 4. Note',Step5 andS construction to NO-FROST construction;steps Flood washer and out onto anchor bolts and thten down QUANTITY SIZE DESCRIPTION ]through 101e FROST construction Place washer and nutonto anchor bolls antl tighten tlown panel Re- TRIM peat for Panels B,C and D 2EA 1X6X16' LEG JAMB/OVERHEAD DOOR 1E 3032 OH WOOD WINDOW 5. Far NO-FROST construction(see BUILDING SECTION of plan), 1%fi FASCIA TRIM 1%fi FASCIA TRIM ALUMINJM FASCIA TRIM 1E 3068 PH 6 PANEL STEEL SERVICE DOOR dig trenches for footing of the monolithic pour,Buildup foundation 17. Repeat Step 12,Step 13 and Step rate assemble and erect 2x4 WALL $TINS 2DLB 16D COMMON NAILS COATED 2EA 9'XT OVERHEAD GARAGE farms sothatthe top ofform is 6"above original soil level.Removeap- panels E and F(seeLEFTSIDEand RIGHTSIDEFRAMING ELEVA- 2x4 WALL STUDS 2x4 WALL STIRS ALUMINUM VENTED DOORW/HARDWARE proximately 2"ofsoll Within area to provide B'olspace to top efferm TIONS) 3/8' PLYWOOD SOFFIT AT 16" O.C. 3/8' PLYWOOD SOFFIT AT 16' O.C. SOFFIT AT 16' O.C. 18LB SD COMMON NAILS COATED 52 LF DOORSTOP Lay robot footing trenches.Have a building departmentofflclal 1B. As panels are erected,attach 2"x4"top tleplates(see FLFVA- 4k8' GROOVED HARDBOARD 1/2" SHEATHING VINYL 1/2' SHEATHING ROOF PACKAGE at or 9-99 1E 2X4416' OVERHEAD MATERIAL DOOR HANGER check trenches and concrete forms before pouring concrete. TIONS) Lap at corners as shown on FRAM ING ELEVATIONS and SIDING SIDING SIDING QUANTITY SIZE DESCRIPTION 6. For NO-FROST redemption,fill floor area with a minimum of 4"of Fall plates together with l 6-penny,nails a"on center. 1EA ENTRANCELOCKSET 13EA 24"Ai PRE-ENGINEERED WOOD 2LB 80 FINISHNAILS gravel and compact to within 4"of top of form Install W6x6-29x29 19, Assemble and erect front wall panels G,H,and l using Steps 12, TRUSSES welded wire fabric over gravel 1111,and pour concrete to thiclmess 13 and 16(see FRONT FRAM ING ELEVATION) 6QM�s DC�4Q�� LSh1V f ❑OLS 0 hULS shown on BUILDING SECTION drawing While pouring concrete, A A O A BEA 2%4X12' TRUSS BRACING NOTE:THE FOLLOWING FOR CONVENIENCEOLY. BY 84 LUMBER. periodical lift welded wire fabric to insure its proper placement In the 20. Nail 2"x4"cripples on each side of overhead door opening. �QNI� DC�4QII SCALE: 1 1/2 - 1-0" 24EA 1X348' TRUSS CDXROOF O FSHEATHING ENDS LISTED FOR CONVENIENCE ONLY. p p p SCRLE: 1 1/0 1'-D" SCRLE; 1 1/2 = 1-0" � concrete slab,and set anchor bolls)%i'm from edge of concrete on 21. Cut 2"x10"garage door headers to 9%`long.Lift headers into 22EA isu4xa' °ETPAPER"EATHING FOUNDATION MATERIAL WO/FROSTLINE center parols according to FOUNDATION PLAN and extend to at position to rest on topples Nail to panel studs with lG-penny nails least 2'/d'above top of concrete Move on to Step ll. ]SO 215/k FIBERGLASS SHINGLES QUANTITY SIZE DESCRIPTION 22. Cutheaders Add to the pat oo the ccenmrtleel with th top 84 EA 'h" H-CLIPS ]. For FROSTconstructlon(See BUILDING SECTION efplan), heatlers Atltl topplate to the topoRhe cripples,level wRh thetop 14 CU VD CONCRETE FOUNDATION&SLAB 14 LB P/i' ROOF NAILS check local codes for frost-line depth and dig footing trenches too FLOOR 23. Adtl 2'x4'tic plates to remaining wall panels Nail 2"x4"garage 11 EA 10' METAL DRIP EDGE depth ol6"below treatline.PlaceddeptebartnirenchesHepourialbwltl- AOOF SHINGLES POOP SHINGLES POOP SHINGLES 576 SF 6X6-2.9X29 WELDED WIRE FABRIC ing official check location and depth of trenches before pouring foot- door hardware surround to msltle lace of cripples. 1/2' ROOF 10 ROOF V2' RWMF GROOVED SIDING PACKAGE81020-99 200 LF '/DIA REINFORCING BAR ing concrete Pour mating concrete and provide formed key In it by /CUYD GRAVELFILL nsmgaz"xs'mihenemeronheaoncretewmahextendsmelengthol PRE-ENGINEER ED WOOD TRUSSES INSTALLATION SHEATHING SHEATHING SHEATHING QUANTITY SIZE DESCRIPTION 23 EA Tr"DIAX12 ANCHOR BOLTS W/Nuns& 27 EA 4'X8' GROOVEOSIDING WASHERS the footing Before concrete is completely set,remove 2"x4" STEPS METAL DRIP EDGE- METAL DRIP EDGE- WTAL DRIP EDGE-• 4EA lX6X14'4EA 2X6X12' GABLE nAKE BOARD FOUNDATION MATERIAL W/FROST LINE S. For FROST construction,on lid foundation wall forms to a height 6" 24. Install pre-engineered wood trusses at 2'd'centers as shown on above grade.Have local building official check concrete forms before the FRAMING ELEVATIONS 1x6 HAKE BOARD 1x6 RAKE BOARD 19 RAKE BOARD 2EA 1%6X12' EAVE FASCIA QUANTITY SIZE DESCRIPTION pouring concrete.Brace forms and pourconerete to top of forms,top- p5. Then Fell plate connectors to each truss and to the top plates as 2EA 1X6X14' EAVE FASCIA ping form sides to compact concrete and fill all volds.Set anchor bolts ALUMINA" FASCIA PEA %/ X4'XB' BC PLYWOOD SOFFIT 4CUVD CONCRETE FOR FOOTING 1G,in from edge of concrete on center according to the FOUNDA- required Use nails provided with truss package BCUYD CONCRETE FOR FOUNDATION 2EA 2x4x12' SO FIT TION PLAN and extend toatleast 2'h"above top ofconcrete. SIDING.SHEATHING&ROOFING INSTALLATION STEPS S CHAIQ$ SEA 10' METALZFLASHING WALLS MAY VARY DUE TO LOCAL 1x3 FLARING 1x3 FURRING GEA 1X4%8' CORNER BOARD DEPTH REQUIREMENTS 9. For FROST construction,remove foundation wall forms after con- 26. If you are using vinyl or hardboard siding follow Manufacturer's VCd RRRNG SEA 1X4XSF OVERHEAD RIM(HEAD) 70UYD CONCRETE FOR FLOOR cretehasset Backfill the exterior lou adessn walls with soft Thein- Instructions for proper Installation methods (Septa Step28) 576 SF 6X6-2.9X2.9 WELDED(WIRE FABRIC tenor foundation walls should be backflled with compacted sell to PPE-EINGINEE9ED PRE-ENGINEERED RE-EMMI1E9� 2EA 1X4X16' OVERHEAD TRIM(LEG) 200 LF Ye"DIA REINFORCING BAR within S"from tap of foundation walls. 27. If you are using Tx9'Grooved Skiing proceed as follows Start WOOD ROOF WOOD ROOF WOOD RI]ff IOLB BD SIDINGNAILS TCU VD GRAVEL FILL .,d,.g installation about Vd'below top of foundation.Top edge can be TRUSS TRUSS TRUSS 23EA '/'DIAx12 ANCHOR BOLTS WINUTSB 10. For FROST construction,fill floor area with a minimum of 4"of nailed Into 2"x4"tie plate at top of wall.Nall siding with 8-penny,Fon- VINYL SIDING PACKAGE Bm21-9s WASHERS gravel and compact to within 4"afthe top of the rear foundation and to corrosive Bring or casing nails spaced 6"on center at panel edges and HARDBOARD SIDING QUANTITY SIZE DESCRIPTION within B"of the top of the front foundation at the overhead doors This 12"on center at intermediate studs.Add"Z"flashing where indicated 4'x8' GROOVED VINYL SIDING NAILING SCHEDULE will pitch the slab 2".Install Wfix6-29x29 welded wire fabric over on ELEVATION drawings. SIDING 27 EA GVX4'XS' EXTERIOR SH BATH ING BOARD gravel fill,and pour concrete slab to thickness shown on BUILDING V2' SHEATHING �• SIEATHNG SEA 1%6X14' GABLE RAKE BOARD Connection Number and Size How Nailed SECTIONdrawing,While pouring concrete,periodically HIT welded 28. Apply'h'sheathing over roof trusses starting at the bottom of the 4EA 2%6X12' SUBFASCIA of Common Nail truss(see ROOF SHEATH ING LAYOUT).Stagger joints of roof wire fabric to insure its proper placement In the concrete slab sheathing sothaljoluts on adjoining sheets do notoccur on the same 2EA 1X4X10' OVERHEAD TRIM(HEAD) Toppl.etadatutl 216tl Endnailg SEA iX4X16' OVERHEAD TRIM(LEG) Dou-up corn rod 61116"or, Facenail WALL FRAMING STEPS truss ..tendheck lanscarefully nds.Apply I`inehow far mofsheathing as 9S0 VINYLSIDING BUIII-up 16tl(J 24"ec FacenaA 11. You are now ready to assemble antl install the walls To ease dBrand rawinextendat truss ends.Apply l"x6"fascia and soffits as perthe �t M2 2 4EA VINYL OUTSIDE CORNERS Doubled to fates i6tl fn'16"e,c. Facenail drawings, 4 NAME DDI�TAOL 4 GN4%Km E219CT RLQ 4 A A SEA STARTERSTRIP pP handling,ya pane a rise agarage all usla or lI ing opaina A A d N4%Km A Q BbQWlS Ol���� T intersect laps,and 216d FacenaA position, Double-che n door garage to rehopeninemmta 29. Apply Exte dshingles andesidt" eyondfascia asw Trim excessp rti _ SCRLE: 1 1/2 = 1-�„ SCRLE: 1 1/2" - 1 �•, 6EA FINISHTRIM Intersections posAingthem.Consecktlon begs swithwmugh-niAing C and afore of instructions Extend sMn olden"beyond fascial appearance portions $GREE: 1 1/2� 1'-0' 18 EA VINYL"J"CHANNEL Continuous headers, 16tl��i6"or, framing them.Construction begins with wall panels A,B,CandD of shingles imminsidemarderto mainteln meat appearance 4EA ALUMINUM"F"CHANNEL 2pieces along each edge Facenail 12. Panel A.Lay 2`x4`bottom plate(pre-drilled to fit over anchor bolt SEA ALUMINUM VENTED SOFFIT Continuous header to 4Bit Toenail FINISHING STEPS SEA 6"ALUMINUM FASCIA&RAKE Bad locations)and 2"x4"top plate for Panel A side by side,and mark 2"x4" 30. Trim out door openings with jambs and casing,and Mm eaves 4LB ZALUMINUM NAILS Truss to plate 3Bit Toenail stud posters l6"on center as shown on REAR FRAM ING ELEVA- and all corners Install side door and wind.W TEA BOX 11/Y ALUMI N UM TR IM NAI LS 1"brace to each stud 28tl Faceted TION Note that the first space of each panel end is measured from 18LB 1'/"SHEATHING NAILS and plate the outside face of stud to the center line of the next stud,Nailthreugh 31. Install overhead garage door following manufacturer's lnstruc- 1by8shaathingor Said Facenail top and bottom plates to pre-cut 2"x4'studs(TS6W long)using two tions OVERHEAD GARAGE OVERHEAD GARAGE OVERREAD WAGE Wltlss, ach byeng 38tl FacenaA 16-penny nails at each connection 32. Paint or stain siding and trim as desired following manufacturer's 2'k6' SURROUND directions DDDR 2•x6' SURROl1kD DOOR 2'x6" SURROUND WORI sheathing,each bearing © 1998 by Home Planners, LLC 2'x4' JAMB 6 CRIPPLE 2•x4' JAMB 8 CRIPPLE 2•x4• JAMB & CRIPPLE NOTE: SUBSTANTIAL CARE AND EFFORT HAVE GONE INTO THE CREATION OF THE DESIGN OF THESE DRAWINGS,HOWEVER BECAUSE OF THE D" STOOP DDDR STOP DDDR STOP IMPOSSIBILIl PROVIDING ANY PERSONAL OR ON SITE CONSULTATION,SUPERVISION AND CONTROL OVER ACTUAL CONSTRUCTION.AND BECAUSE OF THE GREAT VARIANCE IN LOCAL BUILDING REQUIREMENTS,BUILDING PRACTICES AND SOIL,SEISMIC,WEATHER AND OTHER 2'x4' CRIPPLE 2'x4' CRIPPLE CONDITIONS,04 LUMBER AND HOME PLANNERS ASSUMES NO RESPONSIBILITY FOH ANY DAMAGE,INCLUDING STRUCTURAL FAILURE DUE TO 2"%4" CRIPPLE ANY DEFICIENCIES,OMISSIONS OR ERRORS IN THESE BLUEPRINTS 84 LUMBER AND HOME PLANNERS MAKE NO WARRANTY,EXPRESS 1x6 TRIM 1x6 TRIM 1X6 TRIM OR IMPLIED WITH RESPECT TO THE CONTENT OR USE OFTHESE DRAWINGS,INCLUDING BUT NOT LIMITED TO ANY WARRANTY OF MERCHANTABILITY OR OF FITNESS FOR PARTICULAR PURPOSE WE STRONGLY ADVISE TI AT YOU CONSULT A LOCAL ARCHITECT OR Toll TRIM 1x4 TRIM 1x4 TRIM ENGINEER,AND Cl HECK WITH YOUR LOCAL BUILDING OFFICIAL PRIOR TO APPLYING FOR ANY BUILDING PERMIT AND BEFORE BEGINNING VINYL SIDING ACTUAL CONSTRUCTION 4'x8' GDOVED 1/2' SHEATHING SIDING 1/2" SHEATHING HARDIGOARD SIDING J-CfRANN0. PRE-ENGINEERED WOOD ROOF 12 OyffiNKC Ala„ EON. aJAME 3 EMINHISAo„ OGN. JAMD � OVERNM Al 0" MR. dJLAG N TRUSS 4D ROOF SHINGLES OVER 15• ROOFING FELT ON 14" EXTERIOR ROOF SHEATHING SEE EAVE DETAIL SEE EAVE DETAIL SEE EAVE DETAIL HOOF TRUSS ROOF TRUSS ROOF TRUSS 2'x4' TIE PLATE 2'x4' TIE PLATE 2'x4" TIE PLATE 2'k4' TOP PLATE 2'x4' TOP PLATE 2'5x4' TOP PLATE HARDBOARD SIDING VINYL SIDING 12p 3/4'k9 1/2' 12H 3/4k9 1/2' 2"x4' TIE PLATE � � � 2'x4' TIE PLATE MICRO-LAM BEAM STARTER STRIP MICRO-LAM BEAM J-CHANNEL DEADER) W/ T FLASHING DEADER) @0 3/Lx9 1/2' 2'X4' TOP PLATE PP, PppVE©AS NOTED 2'x4' TOP PLATE_Y�_ r v MICRO BEAM �"I*Ie-L SIDING r 6EADEA) DATE: V B.P� WE SEE EAVE T III DETAIL BASED 1/2' SHEATHING V2' SHEATHING 2'x6' SIRiflG.NO EXTERIOR FINISH MATERIAL !n� Plf�/�N7 '� 2'x6• SLPROUNO SEE DIRTIES FOR SPECIFIC "4 ON SPECIFIC SIDING 2k6' SIRPGR.O FEE: =RV: SIDING APPLICATIONS (4'x8' GROOVED SIDING SHOWN) NOTIFY BUILDING D . ART ENT AT APPLICATION-TYP.) 1x4 TRIM 1x4 TRIM 1x4 TRIM t 765-1802 9 AM TO 4 PM FOR THE tt OVERHEAD GARAGE OVERHEAD GARAGE OVERHEAD GARAGE fy FOLLOWING INSPECTIONS: b 1x6 TRIM DOOR 116 TRIM DOOR 1x6 TRIM DOOR 1. FOUNDATION - TWO REQUIRED m Y DOOR STOP DOOR STOP DOOR STOP to" D.C. STIRS N 9 FOR POURED CONCRETE EXTERIOR FINISH MATERIAL m y m 2. ROUGH - FRAMING & PLUMBING n N SIDING SEE AAPPLICATIONSTILS SPECIFIC ❑ A 0❑ O9. CENT. CJVERNINAU OGN. MET. k 3. INSULATION m (4'x8' GROOVED SIDING SHOWN) � 0 A () A r 4. FINAL - CONS?RUCTION MUST SCRL��112" -`(` ., D�" D�4' OgL��1/2"V-0^ 50 SCALE: 1 1/2" = V-0" BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. 2•x4' (PRESSURE TREATED) STATE CONSTRUCTION & ENERGY BOTTOM PLATE W/ &•x12• ANCHOR CODES. NOT RESPONSIBLE FOR BOLTS (SEE FOUNDATION PLAN DESIGN OR CONSTRUCTION ERRORS 1'x4' OORNER 2'x4' METAL COG•IER--1 2'x4' VINYL CORNER 2'x4' FOR SPACING) TOP OF CONCRETE BOARDS WALL STUDS TRIM \ WALL STUNS TRIM WALL STUDS VARIES SLAB ELEV. 0'-2" \` T.O. SLAB O'-O' T.O. STEM 0'-0' :� �. � • e \_4' `elf p o °• 4' GRAVEL BASE 4' GRAVEL BASE-/ 4 � 1/2' SHEATHING 2,k4, 1/2' SHEATHING (2)"4 REBARS 4' CONCRETE SLAP W/ 4' CONCRETE SLAB W/ 2'x4• 2'x4' WALL STUDS 12' B. 6'%6'-2.9x2.9 W.W.F. 6'%6"-2.9x2.9 W.W.F. WALL STUDS WALL STUDS 1'-8• B' CONCRETE STEM- WALL TEM VINYL WALL "0 r 30 4'xB' GROOVED HARDBOARD SIDING SIDING SIDING (2P4 DEBARS Nof�G O694 rE no Hc[rA[UGTnnE3 H SIDING OPTIONS 4'X8' GROOVED SIDING (SHOWN) VINYL 1 4' DLJuVU ZJI��- 1'� Il �OO UV HARDBOARD q C�OGNG�JC G� DDC 4LAll� q G 118 COO GNNER DD 117E ILL q C OO F�n1GL� DD C14LAlILI� IrG�❑O�4 CSO nM�`�G M6400b SCALE: 1 1/2" = V-0" SCRLE: 1 1/2" = 1'-0" SCRLE: 1 1/2" = 1'-0" SCALE: 1i L?P-rL C E r�0 1�4G�MC400�] PLQms 24'-0' 24'-0' 12" 3'-4' 3'-1' 4'-0' 1'-0' 3'-4' 3'-4' 12' 12'-0' 12'-0' r — � m PANEL 'A' PANEL 'B' n m �N 22'-8'— — — — — — — — — —a a I tt GFCI 11 GFCI 53D6g P TEEL W G SHINGLES TRIM SHINGLES SHINGLES W/ ALUMINUM RAKE BOARD 1x8 FASCIA EDGE DM SAL DRIP MEAL DRIP FASCIA METAL DRIP SHINGLES TRIM NOTCH STEM WALL `�' UNEXCAVATED 6' FOR DOOR n CORNER DETAIL HARDBOARD O❑❑� �❑❑13 METAL CORNER VINYL o000 0000 VINYL CORNER Oke' GROOVED oo�o DDD❑ �rxa• caN4D1 4' COM. SLAB OVER (ABOVE) SEE DETAIL FOR SPECFIC P SIDING TRIM BIDING TRIM SIDING BOARD 4' GRAVEL BABE W/ SIDING APPLICATION _ 0000 = 0000 = ®®®® ®®®® ®®®® ®®®® 65x6'-2.9x2.9 W.WF. ' _ 0131313 13000 15x4' TRIM ❑O❑O dir1rimm13000 1'x4' TRIM 13000 oaoo 1-x4' TRIM 4' 9070 O.G.D. 9070 - - ; f - 9070 0.6.D.- 9070 - - T R _ - 0_ - - - - - - - 9070-0_GD.- - _ _ _ _, 4 NO-FROST_ _ _ _ _ _ __ _ __ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ o ANCHOR BOLT LOCATION - CONS. NO-FROST—� STARTER STRIP NO-FROST—+ _ _ _ _ _ _ _ _ __ _ __ _ _ __ __ _. CONS. CON6. _ __ _ • (TYPICAL) TOP OF STEM WALL I ti r__ ___ _ _ _ _ __ _ _ _ _ _ _ _ _ __ __ _y O'0' ELEVATION tl c g ELECTRIC SERVICE a IS OPTIONAL FROST CONSTRUCTIIN4 FROST CONSTRUCTION Fp05T CONSTRUCTION " 1%' (TYPICAL) FOR 4 ANCHOR BOLT SETBACK 4 I� 4 a 4 ." �Q❑� �� LriL�C WQ��O� ����� �����°- ���� P r�i ❑� �� ���Wn° I��O� < o d ? HAROBOARD SIDING SCALE: 1/811'-O' VINYL SIDING SCALE" 1/8'4'-0' 4'z8' GROOVED SIDING SCALE: V8114' Al SOLID LINE SHOWS EDGE OF a SHINGLES 4 I FOUNDATION WALL-DASHED LINE 4 r SHOWS EDGE OF FOOTING. d < W S ? (FROST CONST. ONLYI m m µ ' v EXTERIOR SIDING ®® EXTERIOR SIDING T FLASHING ' TOP OF CONCRETE SLAB FFOORESPPECFIC SIDING ®® FOR SPECIFIEE FRONTC DINEV G ® ONLY) s101NG 4 FROST CONSTRUCTION 0'-0• 4 OVERHEAD DOOR JAMB DETAIL APPLICATION NOTES) ST6�PR ©® APPLICATION NOTES) OR EQUIVALENT o I NO-FROST CONSTRUCTION 0'=4' a DOOR L _ _ _ — _ — — — — — — J " . _ _ _ _ _ _ _ __ _ _ _ _ _ _ I I 9'-0NT-0" OVERHEAD GARAGE DOOR 9'-ONT-O' OVERHEAD GARAGE DOOR - l i T R - - - - - - - - - - - '' '- ' '' ' ' - - - 1 3 t �. r _4 _r -4 m 9-02-0"NOTCH STEM WALL B" - m WL�iQW LSL5LS V Q1��0� 1��6C;15P C'�C N/Q40OO b �CP4 C�GN/Q5i DOb FOR GARAGE DOOR PANEL PANEL PANEL 2" 10'-B' ���) 10'-8' 2" G. 1' N' 4'x8' GROOVED SIDING SCALE: 1/811'-0• 4k8' GROOVED SIDING SCALE: 1/8'4'-0' 4'x8' GROOVED SIDING SCALE: 1/8'-1'-0' 11 24-0 VINYL SIDING VINYL SIDING VINYL SIDING HARDBOARD SIDING HARDBOARD SIDING HARDBOARD SIDING 2'-0' 9'-0' 2'-0' 9'-0" 2'-0' pp POO M lIy1DD 114U0U``l PLAN SCALE: 1/4"-1'-O" PLUM FQ FI1�` QuVGip SCALE: 1/4'-1'-0" cr578 SQUARE FEET O IJ�U lf"11 1� womuqp O ll V II�� ��Un�22¢RnOBT CONSTRJCTIOIV SHOWN I! 'Qf1VL�� L��L V Q4�O1� 24._0. NO SCALE �7 36" 1'-n%' 24' 24' 24' 24' 24' 24' 24' 24' 24' 24' 1'-11M' 7tl" 24'-0' 7A" 1'-11%' 24' 1, 24' 24' 24' 24' 24' 24' 24' 24' 24' 1'-11%• d1 PRE-ENGINEERED WOOD POOP TN155 AT 24' O.C. V FURRING FOR SIDING APPLICATION AT BOTH GABLE EMS 24BL' O.C.IUEERED ROOF TRUSS 2x4 TIE PLATE U E MUSS FMMUSS OVER GABLE 161-0' T-5' V2' EM iFIXi SIDING 25x4' TIE PLATE 16' 16' 16" 16' 16' 16" 16' 16' 16" 16' 16' 16' 16' 16' 16' 18' 16' 16" APPLICATI0N 1'- 9'-6' 1 31/2' 18'-0' 7'-5' 1/2' PANEL 'G' TOP (TYP:PANEL r') Rop) I' 14" SHIM SPACE SHIM SPACE 2x4 TOP PLATE 2'x4' TOP PLATE (2'%Wx9 1/2' (2h%x9 V2' MICRO-LAM BEAM (2A%"X 11 BEAM m AT16' STIRS (BEE DETAILS) g (SEE DETAILS) HEnADEA I�PLACESI�0-LAM BEAM N ff g [E N N 2'x4' JAMS b CRIPPLE m p 25x4' JAMB 6 CRIPPLE � g T-TYPE WALL BRACING 2x4' CRIPPLE ;o r 2x4" CRIPPLE - 9070 OVERHEAD GARAGE NOTCH INTO STUDS DOOR (2-PLACES) 2x4' PRESSURE TREATED SLAB AT DOIXi-NO-FROST SLAB AT DOOR-NO-FROST Ill L77 11 11 IA 11 BOTTOM TIE PLATE SLAB AT DOOR-FROSTd. SLAB AT DDDR-FROST e E. 9.-0. 12. 2'-0' tfi B 18' D' 1G' 16 16' 18' 16 18 D 18' D' 16' 16 PANS. "G' PANEL 'I' PANEL N' 2x4STUPRECUT 76 D.C.AFOUNDATION STEM WALL PANEL E' PANEL_ 'A' HEADER LENGTH HEADER LENGTH WELAM WALL PRL1NDHIM CGL loyA40cBm PG UNT WALL P592ImOnf` m 11LIEWAT012H T-TYPE WING BRACING SCALE: 1/4'-1'-0' SCALE: 1/4'-1'-0' 12'-0' 12'-0' 12'-O' 12.-0• FOUNDATION FOOTING M FURRING FOR SIDING APPLICATIONg 2x4 TREATED BOTTOM (FROST) OVER GABLE EM TRUSS (TYPICAL AT 4v PLATE 4EACH GABLE END-2 TOTAL) (SEE RAKE DETAIL FOR SPECIFIC SIDING APPLICATION) 15 �18' 16' D" 16' .i6' 18" �16' LD' �16" �ifi' 1x iB' L16' 1x16' �16' �16' �18' �.16' �. 2k4' TIE PLATE �•iB /(—� D• �D�I-�V��� 16 iB i8' �j O�JV�J�JV�f O�J�J Lr�1L11JV� ll L4`0' L410' L410" L�1-n L 4'-0" 1 4' D 16 �. %. FLASHING I 3%' T_2. o VERIFY RUM OPENING FLASHING (2YLx8 HEADER (212x8 HEADER O C O HEAD NOTE: VERIFY . SPE OPENING 2'z4' iW PLATE NOTE 2x1' TOP PLATE 75 HEADER WMFGH. SPECIFICATIONS W/MFtlV. SPECIFICATIONS I - F F I PRE-ENGINEERED WOODs _ ROOF TRUSS iO IiEAQ fJEBQ 12 o Z o x8 b 2k4' WALL STUDS AT 16' O.C. Z < r r T-TYPE WALL BRACING n, tC NOTCH INTO STU05GROOVED BIDING HARBOARD Ofl O O 2x4 PRESSURE TREATED 2x4' TIE VINYL SIDIM SCRAP 11 BOTTOM TIE PLATEill PLATE vzll 11 11 11 11 INLL 111 %• 16' 16" 16' 1G' i6' i6' 16' 16' 16' 16' i6' i6' 16' i6" 16' 16' %• % WF ' ifi' 16" 16' 16' 16' D" 16• 16' ifi' 18' 16' 16' 16' SEE DIMENSIONS TRUSS TO PLATE 2'x4' WALL STUDS 1/2• UNIT DIM. 1/2' UNIT DIM. O lO ABOVECONVECTION AT EACH ROUGH . TN155 )OPTIONAL) � ' L 13'-1P L x 13'-n n'-8 1/2' n'-B 1/2' 11'-8 1/2' 11'-8 1/2' �ffi PANEL 'C' PANEL 'E' PANEL 'F' PANEL 9' OO P400O bAL Tnumm SHED LEFT WLLIL F59ANDHIP [fLL.[7WQ'i700ON MOUNT WALL PRLlMONE [IL[EWL1T999M PLATE CONN. scaLE: NONE 0909094 9219TABL E G�00[= N0 HML%TH0 @ 0 AVOOLOT SCALE: 1/4%1'-0.11 V. t...w SCALE: 1/4.4'-0'