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28713-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector '.. Town Hall ''.... Southold, N.Y. '.. CERTIFICATE OF OCCUPANCY No: Z-30176 Date: 05/05/04 '.. THIS CERTIFIES that the building ADDITION Location of Property: 100 TOPSAIL LA SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) ' County Tax Flap No_ 473889 Section 79 Block 7 Lot 13 Subdivision Filed leap No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 29, 2002 pursuant to which Building Permit No_ 28713-Z dated AUGUST 29, 2002 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is DECK ADDITION TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ROBERT MUTTEE - (OWNER) of the aforesaid building. SUFFOLK COD= DEPARTMENT OF HEALTH APPROVAL N/A ETRCTRICALa CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A r Authorized Sig20ture Rev. 1/81 J, 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. 28713 Z Date AUGUST 29, 2002 '' Permission is hereby granted to : STEVEN J & DONNA SMITH 100 TOPSAIL LANE SOUTHOLD,NY 11971 for CONSTRUCTION OF A DECK ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 100 TOPSAIL LA SOUTHOLD County Tax Pap No. 473889 Section 079 Block 0007 Lot No. 013 pursuant to application dated AUGUST 29, 2002 and approved by the Building Inspector to expire on FEBRUARY 29, 20040 Fee $ 150 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 ',. Varies No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-➢.S®2 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 seweraage-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-conffonning 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. i C. Fees / 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25,� 0, Swimming pool $25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 0 _C 41/L e4�Z ons,No. Street Hamlet Owner or Owners of Property: � ,-C-rc--a— Suffolk `-Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. � Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Ce ificate Final Certificate: �J (check one) Fee Submitted: $ Vo-) p V A pficant Signature 1 3 CIc- b/ 7 STkESS XNALYSIS FOR LEVEL 1 CUSTOMER' BOB MOTTEE DATE' 08/28/02 DESIGN: DECK02240 REF: SALESMAN # STEVE ------------------------------------------------------- MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR-. LOAD.. LOAO-.. ------------------------------------------------------- JOISTS` 2X8 DEFLECTION 5-39 PSF 16TN BENDING 369 PSF SH &- 226, PSS COMPRESSION 344 PtF 226 PSF BEAMS 2-2x10 DEFLECTION 175 PSF BENDING 101 PSF SHEAR 87 PSF COMPRESSION 396 PSF 87 PSF BOLTS 1/21N SHEAR 2271 PSF 2271 PSF POSTS 4x4 STABILITY 500 PSF 500 PSF ----------------------------------- TOTAL LOAD 87 PSF DEAD LOAD 10 PSF LIVE LOAD 17 PSF ------------------------------------------------------- STRINGER 2x12 DEFLECTION 235 PSF BENDING 239 PSF 5 2O� PSF COMPRESSION 818 PSF ----------------------------------- TOTAL LOAD 203 PSF DEAD LOAD 10 PSF LIVE LOAD 193 PSF STRESS ANALYSIS FOR LEVEL 2 CUSTOMER: BOB MUTTEE DATE- 08/28/02 DESIGN: DECK02240 REF: SALESMAN # STEVE ------------------------------------------------------- MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD; ---------------------------------------7--------------- JOISTS 2j(8 DEFLECTION 33'8" PSF 16IN BENDING 268 PSF SHEAR 185 PSF COMPRESSION 253 PSF 185 PSF BEAMS 2-2X10 DEFLECTION 126 PSF RENDING 69 PSF SHEAR 59 PSF COMPRESSION 271. PSF 59 PSF BOLTS 1/2IN SHEAR 1.552 PSF 1552 PSF STS 4X4 STABILITY 323 PSF 323 PSF ----------------------------------- TOTAL LOAD 59 PSF DEAD LOAD 10 PSF LIVE LOAD 49 PSF ------------------------------------------------------- STRINGER 2X12 VEFLECTIION 74 PSF BENDING 100 PSF SHEAR 118 PSF COMPRESSION 503 PSF ----------------------------------- TOTAL LOAD 74 PSF DEAD LOAD 10 PSF LIVE LOAD 64 PSF ------------------------------------------------------ 8 PUILL LIST CUSTOMER' BOB MUTTEE DATE' 08/28/02. DESIGN: DECK02240 REF- SALESMAN CPaSALES N # STEVE ------------------------------------------------- -- - - % D TYPE SKU QUANTITY DESCRIPTION --------------------------------------------------------------------------- RED CEDAR 5460-10 13$ EA 5/4316-1€3' RED CEDAR 24C-6 $ EA 2X4-80 RED CEDAR 24C-16 4 EA 2364-16 RED CEDAR 44C-12 9 EA 4364-12' PRESSURE—TREATED 21220T 4 FA 2 2-2D' RED CEDAR::, 1803-10 7 1_x8-16!' PRESSURE-_MATED 21216T 3 EA 23112-16' RED CEDAR 5460-12 4 EA 5/4316-12' RED CEDAR 546C-8 9 EA 5/4X6—$$ RED CEDAR 1803-12 1 EA 116-12® RE , CE . R- 18C3-8 3 EA IX&- ° PRESSURE—TREATED 21214T 2 EA 23112-140 PRESSURE=TREATED 21&20T- forr_� 2 C=2W PRESSURE—TREATED 2E16T 15 EA 2XB-1$' PRESSURE—TREATED MOT 15 EA 2X8--10' RED CEDAR 112CRS-1OA 4 EA 11112-10® RIP TO 10" RED CEDAR 112CRS-12A 4 EA, lX12-12' RTP TO 10" RED CEDAR 112CRS-8A 6 EA 13112-82 RIP TO 10" PRESSURE—TREATED 2820T 4 EA 2X8-201 RED CEDAR 24C-12 2 EA 2X4-12' PRESSURE—TREATED 4410T 9 EA 4X4-101 PRESSURE—TREATED 4416T 3 EA 4304-167 --------------------------------------------------------------------------- RILL OF MATERIALS --- LUMBER CUSTOMER: BOB PUTTEE DATEm 4$/28/42 DESIGN: DECK02240 REE: SALESMAN # STEXIE ---------------- - -- - - - - PONENT SKU QUANTITY DESCRIPTION WOOD TYPE --------------------------------------------------------------------------- DECKING 5460-10 122 EA 5/4X6-102 CEDAR HORZ RAILS 24C-8 8 EA 2X4-$2 CEDAR HORZ RAILS 24C-16 3 EA 2X4-162 CEDAR IL POSTS 44C-12 7 EA 4X4-2.2® CEDAR STAIR POSTS 440-12 2 EA 4X4-122 CEDAR STAIR STRINGER 2122OT 4 EA 2X12-242 ACQ STAIR TREAD 5460-14 16 EA 5/4X6-142 CEDAR STAIR RISER 1803-10 7 EA 230$-1®2 CEDAR STAIR STRINGER 21216T 3 EA 2X2.2-162 ACQ STAIR TREAD 5460-12 4 EA 5/4X6-122 CEDAR STAIR TREAD 5460-$ 9 EA 5/4X6-82 CEDAR STAIR RISER 18C3-12 1 EA 23X8-122 CEDAR STAIR RISER 1803-8 3 EA 2X -$2 CEDAR STAIR STRINGER 21214T 2 EA 2X12-142 ACQ HEMS 21020T 10 EA 2X10-202 ACQ JOISTS 2818T 13 EA 2X8-182 ACQ JOISTS 2810T 13 EA 2X8-102 ACQ FASCIA 112CRS-1OA 4 EA 12-142 RIP CEDAR FASCIA. 112CRS-12A 4 EA W2-12u RIP CEDAR FASCIA 112CRS-$A 6 EA IX12-8' RIP T CEDAR RIP BOARD 2810T 2 EA 2X8-142 ACQ RIP BOARD 2620T 4 EA 2XB-20° ACQ RIP BOARD 2818T 2 EA 2X$-1$° ACQ HORZ STAIR RAILS 240-16 1 EA 2X4-16® CEDAR HORZ STAIR RAILS 24C-12 2 EA 2X4-122 CEDAR GROUND POSTS 4410T 9 EA 4X4-142 ACQ GROUND POSTS 4416T 3 EA 4X4"162 ACQ --------------------------------------------------------------------------- BILL OF MATERIALS --- OTHER MATERIALS CUSTOMER' BOB MUTTEE DATE' 08/28/02 DESIGN: DECK02240 REE: SALESMAN # STEVE ------------ -------- ------- ----- ----------------------------------- COMPONENT SKU QUANTITY DESCRIPTION --------------------------------------------------------------------------- 8IN 3H GER LUS28 52 EA 2X$ JOIST HANGER TIE DOWN STRAP MPA1 75 EA ALL PURPOSE FRAMING ANCHOR 2X2X36 CEDAR BEV RAH-36 256 EA SPINDLE ALLOWANCE 1OIN SONO TUBE 10SONO 5 EA 10®8X128 SONO TUBE 80LB CONCRETE 80GRAV 23 BAGS SOLB BAG CONCRETE 4D NAILS 112TECON 1 LRS 1-1/2 JOIST HANGER NAILS 8D NAILS-5LBS L-5 4 BOXS 5# 8 COM GALV $D NAILS 8GAL 4 LBS 8 COM GALV 16® NAILS 16GAL 3 LES 16 COM GALV 1/21N WASHER 12ASH 84 EA 1/2 GALV WASHER 1/21N NUT 12NUT 84 EA 1/2 GALV NUT 61N BOLT 12605 84 EA 1/2X6 CARRIAGE BOLT = g� PROPERTY RECORD CARD OWNER STREET ` VILLAGE ®1ST. SUB. LOT FORMER OWNER N E Vd TYPE OF BUILDING REQ. (O SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAN® IMP. TOTAL DATE R RICS ' ca r" 5 3a r� 13 r 9I slew w , i11 1- C? z46 0 — Tillable FRONTAGE ON WATER WoodlandFRONTAGE ON ROAD Meodowkm4 r DEPTH i Hoene Plat a ✓ ��� 19� BULKHEAD rota) ,. 1L®R TRIM x — - - - — xi��YggVA 4 ✓�- rti � : -nom 3 79-7-13 2/01 _ bifension <70 Extension Foundation Both Zr 2 Dinette x z D Basement Floors K Porch 2 �� Porch Cy .12 Ext. Walls Interior Finish II LR. - ^� Fire Place Beat DR. - Breezeway I _ _ 1 r Garage Type Roof Rooms 1st Floor SR. Patio Recreation Room \ Rooms 2nd Floor ®. B. -- Dormer (Driveway — Applicant/ DatC�v Owners Name: r 'glu ��6 • Rev. /owed: Architect/ Date Cngineer: P Submitted: 7 / �— SCTN4 N: District: I1000 Sec�on: i3Eock % Lot: �J Project S g Subdivision Location: ,(o,�.,�eu I I au �"�f%�-�a ._ Name: Siogle 8-, Separate Require ecl(ificalion. Yes No Edr/ f Rcq. C Itcy. /(ming Dlslricl (IAfsize: _ hcWzl; i (Lof cuvcragc proposed RReq. (wool Pard S� Proposed an' ''�3- (Side Yard Proposed: J (Rear Yard _ Proposed' Project Prescription: �,GF+N� � FTS` Permit RROU RED F OB +VIEW NTA-. NO S I!'u ber Suffolk County Health Dept � ( jam' C /o37) New York State D. E. C. ° Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plaine Elevation Flood Zone: �^ �_ � 0'G✓ ��ri �— hLola ryk rI SURVEY of f c=;r.1 3 L—A M LOT S q MA OF "T,7,.. RD ACRES AT BAYVIEW W ra n+ fNE No. 5599 MED JUNE 4. 1871 ! O f: SITUATED AT V BAYVIEW TOWN OF SOUTHOLD m SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-79-07-13 SCALE JUNE 9. 1999 / e 4, 1998 ppDEU nDMMNAL 9UPoXK HO WEItS A CESNWLS ( P°W DECRt6ER 1, IBRD UND:A 11N151CNC9IXtl SUVVEY / za:de .WmE 30,axo Hwl su4vrr qko b� '`Ax ..p¢x 'ha RsZSq AREA = 0.9355.8 AD. ft. • O 0 t LS.C.D.-s. No. RI➢-99-9137 i SwCH / d y { RTlFI80 Tpw &ef g 7Ly"_YY Q DONNA SMRH Ig W ✓, Ziyxt OP IfF,A1,7¢[SEAVICGS �U,Re era 4 r. SUFFOL%COUP7TY DBPAATMLNt AP%ROYAL O4 CONSTSLI!(TBA WOPKS YOB AS'I 'MAMILY HOIDCNCC Z�W H.S.ftd.No. ifJ 9`� of', 7 OM• *he se�9;a rOSDeznl cndvre!U supply t'bc.!.4e^et lh!s lac9uoad foUAdve to .~ urr�csceD untltercrti:cdAXthtl Lkp" or 9tlsr 9C.unsics and t9uudm AX UM OF It RODMS. roosansfnncry FOA f°'ro 2 / O St hrnA Cost%Y-E.Chiet OSPce oPWeW eud W®.Kswr91cTM9nn&u>MM SI � ( tSli LprO tT .. walmRTZ v Awa 10 aph A. ar d® is Land Surveyor ivm °`wc'wi m+mue e:roNE(u1)/27-M f=,(431)n7-1127 ros a,arwce w mxr a can q„r„y,rx12v u vuw ro Qum wuewrun.. . r.o s>10D tatii --.- RrsLmi,ran rm u9ai---. w+nlnw.No,.11014006 , 1 BUILDING DE". 1, 11FOUNDATION IST ROUGH FOUNDATION 2ND ONSULATION FRAMING L IFIREPLACE & CHIMNEY REMARKS-- DATE -� - INSPECTOR �e 765-1802 BUILDING INSPECTION FOUNDATION I ST ROUGH PL9Q. [ JFOUNDATION 2ND [ ] ILATIONLl [ ] FRANiNGt ) I A i 1 FIREPLACE I t j FIRE SAFETY INSPECTION @6 DATEf 74p6 713 - - 765-1802 BUMLDMNO DEPT. INSPECTION FOUNDATION IST [ ROUGH PLBG. FOUNDATION 2N J L l [ L L I FiREPLACE & CHIMNEYFIRE SAFETYINSPECTION RFMARKAmZ�, ®ATSINSPECT FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) �3 FOUNDATION(2ND) I P Q n I F7 ROUGH FRAMING& Fy r3 PLUMBING INSULATION PER N.Y. 3 STATE ENERGY CODE FINAL bl— ADDiTI AL COMMENTS z o z y 9 d + y , OF.SO!7T'HOLD BUILDING PERMIT APPLICATION CHECKLIST W B 'AfiI G DEPARTMENT Do you have or need the following,before applying? TOHA-LL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey PERMIT NO. 9? 7 i 3-7-- Check Septic Form N.Y.S.D.E.C. Trustees Examined S41-51 20 Oc3- Contact: Approved t)- 20 ate" Mail to: Disapproved a/c Phone: Expiration 20 Building Inspector dA( M� APPLICATION FOR BUILDING PERMIT J Date 20 - INST'RUCT'IONS 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 cod , and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. A0W::T-- (Signature of applicant or name,if a corporation) 6 o p .5411- LAM;; 5-oyr sioe.b (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises /C?0(&&1 r (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: 100 "TaP 5 4 1 L- &nxe:- House Number Street q Hamlet County T'ax Map No. 1000 Section � ( Block -Lot 1 Subdivision Filed Map No.i Lot (Name) _. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: ' a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work f J (Description) 4. Estimated Cost boo Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor R 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 Fear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front D£2 Rear Depth d� 10. Date of Purchase 4 Name of Former Owner -1e-Vg 5&�t T)4 11. Zone or use district in which premises are situated 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- 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 q, Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO /`C *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 )C * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property limes. 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 ) A/>Lf 4T-f being duly sworn; deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the 0L1)9C--& (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duty 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 this day of 20 V Notary Public Signature of Applicant JOYCE M.WILKINS Notary Pubrsc,State of New York NO.4952246.Suffolk County SURVEff OF 6302 1 LOT 6 MAP OF _ E RD ACRES AT BAYVIEW ® -- """ FRE No, 5309 FILED JUNE 4, 1979 ar SI7'ZIATED AT +i p BAYVIEW S 93p� °" �°�� TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK N S.C. TAX No, 1000•-79-07-18 . '"�'•'`:;+•'.; SCALE 1"=40' JUNE 9° 9999 AUGUST 4. 1999 ADDED ADt#n(&N1 NC NUTS & CeSsPOMS 1 .a DECEM901 9, 9098 VHM C(mMuCIM sVR&Y ( alkAM 30. 2000 RKIL SURVEY - 41 . °®a. AREA : 40.855.87 sq. ff. • - 11 y:4 - S.C.®.N.S. No. R90-99-0157 ' `°:yy'i :•;..-. ° a STEPHEN SMITH DONNA SMITH r` P `°`��� '�w' �--fta- SUFFOLK COU,Ti`"('DEPAR . OFBSAt,`iFHSHAttt 41'�.�, 'a APPROVAL OFCONXTRU(T93)WORKS FOR e�tromv c s ^ a4A SLNOLR FAMUX RMID$NCS A's e � r� �� 0137_ �o y al, '' n®: lli 2 Ha Rcr N®. �i B ,L The 5~"Ats OMI Md mmim,6u2P'Y facMll"a ihis 1=1103 hnvc Deer h �� / ^���" „ ettea 6ndfce s.ltl,ed hY tHI9 DcP" Or99.1ce6Cenaies ala@fauno 90 - 1 b0Wi5W0e7FOR A7CH UM OF IB 06AfS. / ...°� s as // •� ® SI Sm A.OD�°P.E,CHier ml '"'."�, Office olWater 9lxlW FAen9gCn9etiS - - x:r S�72. P I 130. a : \\a, to \R4 as f�p!'., A. MY.S. tIG._k4080 P W T%!F TF�F2-o R&P UAW Jo _ gY o M+L@XSLand Surveyor �V A&/�W�BE1EkF W�Y �••.� ---. IflAFY 6�iR8f IfbYW9 98f5 - .� .SRP MBn4 ._ nWR.6tt 91SBi11:(697pE8-'m Fm(631)727-97V . 0"m LOOM Ar IMM AMMW hWr.MT m N0T I= RA.RM 101 , __ _ - ft Ym4 Iwin I r Tmk 99ic1 1 PLAN VIEW FOR 'LEVEL 6 PENN :13E€3 CUSTOMER -- BOB MUTTEE MAIN ROAD DATE 08/28/02 FIEF Deck02240 GREENPORT, NY €6S@) 477-0400 is, 6° I I 3 i a o LOAD AND SUPPORT: Your deck will support a 76 PSI= Cine load. Posts have 48" below-ground post support. DECK AND POST HEIGHT: You selected a height of 48° from the top of decking to level ground The top of the deck ,support posts will therefore be 59.25"..above ground level. Your salesperson can provide infformation for uneven or sloped ground_ JOISTS: Set joists on top of beams, 16" center to center. NOTE: The design may require knee braces and bridging between joists. Your materials list includes the necessary items. The suggested design is not a finished building pian. You are responsible for I all measurements being correct, for verifying that the design (and any substitutions or modifications f that you make)- meets alt local building codes and requirements. To verify that the suggested design, and any substitutions or modifications, is consistent with conditions at the construction site, review the design with your architect. Also consult your architect for propel of materials in the structure. 00ATE° ®°R&Lp 1 Be sure to follow the deck construction detail available from your stomia@es ; NOTIFY EUILDMM DEPAR EST AT 705-1802 9 AM TC 4 PhR FOR THE p� FOL t9WMIr WSPECTnft LJ{ eft,- . FC�3NDA710N - TWO REQUIRED 6 F FOR POURED CONC8_ 2 ROUGH - FRAMING & PLUMBING y. IIfSULA7ICiN 4. FINAL - CONSTRUCTION MUST I f9� r �a BE COMPLETE FORC°Om r a ALL CONSTRUCTION $HALL PAMET USEE M s I rR ��r THE REQUIREMENTS OF THE NX I �. cY' b� a- �s'�;t a'd d i 1 r,f �T �t �� STATE CONSTRUCTIONENERGY L i� �� � �d �tP rL CODES° NOT RESPONSIBLE FOR � � � r DE99GM QR BEAM LAYOUT FOR LEVEL I PENNY LUMBER CUSTOMER -- BOB MUTTEE MAIN ROAD DATE 08/28/02 REF Deck02240 GREFNPORT. NY (63i) 477-0400 112' BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A fib' 4x/24 3 9' V20 B M' 4 UZ 3 9' 1/24 Post spacing is measuzed center-to-canter. Depth of post-in-concrete footers --- 48 inches. CUT LIST FOR LEVEL i PENNY LUMBER. CUSTOMER -- BOB MUTTEE MAIN ROAD DATE 08/28/02 REF Deck02240 GREENPORT, NY (631) 477-0400 I3 ( ' �` rF1j, T1 LABEL LENGTH BEVELS LABEL LENGTH BEVELS A joist (13) 9' 7 1120 E Fasctc 18' G" F45 S45 B fcs(:!c 0 F45; S45 ' , ledger 18 4 1121 B 1 edger 9' 7 1/2" -- cap 7 9 /2' FO S45 C fascTcl 18, 60 F45 S45 F SeC4�rjr-, 1 7' C ledger 18' 4 112' G cap 1191' 41 F4= SG i Fascia - 57 l 3/4" i0l F4� S4� 0 sec-I.on D :edger 91 i/2' cap 3" 6' H, SeC'unor'. 3' 1/20 PLAN VlEW FOR LEVEL 2 PENNY LUMBER CUSTOMER -- BOB MUTTEE MAIN ROAD DATE 08/28/02 REF Deck02240 GREENPORT. NY 163D 477-0400 IF LOAD AND SUPPORT: Your deck will support a 49 PSF five load- Posts have below-ground post support. DECK AND POST HEIGHT: You selected a height of 69" from the top of decking to level ground. The top of the deck support posts will therefore be 60.25' above ground level. Your salesperson can provide information for uneven or sloped ground. JOISTS: Set joists on top of beams, 16' center to center. NOTE; The design may require knee braces and bridging between joists. Your materials list includes the necessary items. The suggested design is not a finished building plan. You are responsible for all measurements being correct, for verifying that the design (and any substitutions or modifications that you make) meets all local building codes and requirements. To verify that the suggested design, and any substitutions or modifications, is consistent with conditions at the construction site, review the design with your architect. Also consult your architect for proper construction and use of materials in the structure. Be sure to follow the deck construction detail available from your store salesperson. I [ BEAM LAYOUT FOR LEVEL 2 PeNNY LUMBER 1 CUSTOMER -- BOB MUTTEE MAIN R(tIAD DATE 08128/02 REF Deck02240 GREE RCRT, Ray (630 477-0400 i r I , 4 II { 1 I l r 1 1i `'a/2' BEAMS BEARS POST POST LABEL LENGTH COUNT SRACiNG 1 A 98' 4 912© 3 S' 1/2 B 98' 4912" 3 S' 912 C 18` 4 YZ 3 S' V2' Post spacing as aaseffisaased center-to-tenter, Depths ®f post-in-concrete footers --- 48 inches. t 1 e OUT LIST FOR LEVEL 2 PENNY LUMBER CUSTONIFFI -- BOB MUTTEE MAW ROAD DATE 08/28/02 REP Deck02240 G9EENPORT, NY 163D 477-0400 Fr7l 'A I EB L: If LABEL LENGTH BEVELS LABEL LENGTH BEVELS A joist (13: 17' 7 1/2 E sQs--!a i8` 3, F45 S45 B FascTa 18, F45 S45 E ledger ie, 4 X121 B ledger 17' 7 112' FF cap 18, 6 -,112° 1816, F45 S45 F section 5' S 3/4" C ledger 'IS' 4 1/2" G cap i2l 5 11/2" F0 S45- D *osc,lc i8l F45 S45 G section 5-1 9 3/4' D 1 ecicer i7' 7 H 2'Cap i/2" -45 so H secticn 4' 1/4` W Y O zo m � no z � zzw C � :2 r5 ,' .. LU m co C7 CS tp 0) STRESS ANALYSIS FOR LEVEL 1 CUSTOMER: BOB MUTTER DATE: 08/28/02 DESIGN: DECK02240 REF: 02240083.ZIP SALESMAN # STEVE -- -- - -` MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD ------------------------------------------------------- JOISTS 2X8 DEFLECTION 539 PSF 16IN BENDING 369 PSF SHEAR 226 PSF COMPRESSION 344 PSF 226 PSF BEAMS 2-2X10 DEFLECTION 175 PSF SENDING 101 PSF SHEAR 87 PSF COMPRESSION 396 PSF 47 PSF BOLTS 1/21N SHEAR 2271 PSF 2271 PSF POSTS 4X4 STABILITY 500 PSF 500 PSF ----------------------------------- TOTAL LOAD 87 PSF DEAD LOAD 10 PSF LIVE LOAD 77 PSF ------------------------------------------------------- STRINCER 2X1.2 DEFLECTION 235 PSF BENDING 239 PSF SHEAR 203 PSF COMPRESSION 818 PSF ----------------------------------- TOTAL LOAD 203 PSF DEAD LOAD 10 PSF LIVE LOAD 193 PSF STRESS ANALYSIS FOR LEVEL 2 CUSTOMER: BOB MUTTEE DATE: 08/28/02 DESIGN: DECK02240 REF: 02240083,ZIP SALESMAN # STEVE ------------------------------------------------------- MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD ------------------------------------------------------- JOISTS 2X6 DEFLECTION 338 PSF 161N BENDING 268 PSF SHEAR 165 PSF COMPRESSION 293 PSF 185 PSF REAMS 2-2X10 DEFLECTION 126 'PSF BENDING 69 PSF SHEAR 59 PSF COMPRESSION 271 PSF 59 PSF BOLTS 1/21N SHEAR 1552 PSF 3552 PSF POSTS 4X4 STABILITY 323 PSF 323 PSF ----------------------------------- TOTAL LOAD 59 PSF DEAD LOAD 10 PSF LIVE LOAD 49 PSF ------------------------------------------------------- STRINGER 2X12 DEFLECTION 74 PSF BENDING 300 PSF SHEAR 114 PSF COMPRESSION 503 PSF ----------------------------------- TOTAL LOAD 74 PSF DEAD LOAD 10 PSF LIVE LOAD 64 PSF FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30176 Date: 05/05/04 THIS CERTIFIES that the building ADDITION Location of Property: 100 TOPSAIL LA SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 79 Block 7 Lot 13 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 29, 2002 pursuant to which Building Permit No. 28713-Z dated AUGUST 29, 2002 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is DECK ADDITION TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ROBERT MUTTEE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A Authorized Sig ture Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 28713 Z Date AUGUST 29, 2002 Permission is hereby granted to: STEVEN J & DONNA SMITH 100 TOPSAIL LANE SOUTHOLD,NY 11971 for CONSTRUCTION OF A DECK ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 100 TOPSAIL LA SOUTHOLD County Tax Map No. 473889 Section 079 Block 0007 Lot No. 013 pursuant to application dated AUGUST 29, 2002 and approved by the Building Inspector to expire on FEBRUARY 29, 2004 . Fee $ 150 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 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$25540, Swimming pool $25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 / I— New 4AtG Q New Construction: y Old or Pre-existing Building: (check one) Location of Property: In-0 14*Z' 17 louse No. Street Hamlet Owner or Owners of Property: �� / f t^,rroar- Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Cficate Final Certificate: (check one) Fee Submitted: $ A plicant Signature e STRESS ANALYSIS FOR LEVEL 1 CUSTOMER: BOB MUTTEE DATE: 08/28/02 DESIGN: DECK02240 REF: SALESMAN # STEVE ------------------------------------------------------- MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD} LOAD. ------------------------------------------------------- ?GISTS`' 2X8 DEFLECTION 539 PSP 161N BENDING 369 PSF SHM 226. PSF COMPRESSION 344 PSF 226 PSF BEAMS 2-2X10 DEFLECTION 175 PSF BENDING \ 101 PSF SHEAR s 87 PSF COMPRESSION 396 PSF 87 PSF BOLTS 1/21N SHEAR 2271 PSF 2271 PSF POSTS 4X4 STABILITY 500 PSF 500 PSF ----------------------------------- TOTAL LOAD 87 PSF DEAD LOAD 10 PSF LIVE LOAD 77 PSF ------------------------------------------------------- STRINGER 2X12 DEFLECTION 235 PSF BENDING 239 PSF SMEAR- 203 PSF COMPRESSION 818 PSF ----------------------------------- TOTAL LOAD 203 PSF DEAD LOAD 10 PSF LIVE LOAD 193 PSF ------------------------------------------------------t STRESS ANALYSIS FOR LEVEL 2 CUSTOMER: BOB MUTTEE DATE: 08/28/02 DESIGN: DECK02240 REF: SALESMAN # STEVE ------------------------------------------------------- MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD ------------------------------------------------------- JOISTS 2k$, DEFLECTION338 `PSF 16IN BENDING 268 PSF SHEAR 185 PSF COMPRESSION 293 PSF 185 PSF BEAMS 2-2X10 DEFLECTION 126 PSF BENDING 69 PSF SHEAR 59 PSF COMPRESSION 271 PSF 59 PSF BOLTS 1/2IN SHEAR 1552 PSF 1552 PSF POSTS 4X4 STABILITY 323 PSF 323 PSF ----------------------------------- TOTAL LOAD 59 PSF DEAD LOAD 10 PSF LIVE LOAD 49 PSF ------------------------------------------------------- STRINGER 2X12 DEFLECTION 74 PSF BENDING 100 PSF SHEAR 118 PSF COMPRESSION 503 PSF ----------------------------------- TOTAL LOAD 74 PSF DEAD LOAD 10 PSF LIVE LOAD 64 PSF ------------------------------------------------------- r PULL LIST CUSTOMER: BOB MUTTEE DATE: 08/28/02 DESIGN: DECK02240 REF: SALESMAN # STEVE ---------------------------------------------------�------------------------ WOOD TYPE SKU QUANTITY DESCRIPTION --------------------------------------------------------------------------- RED CEDAR 546C-10 138 EA 5/4X6-10' RED CEDAR 24C-8 8 EA 2X4-8' RED CEDAR 24C-16 4 EA 2X4-16' RED CEDAR 44C-12 9 EA 4X4-12' PRESSURE-TREATED 21220T 4 EA 2X12-20' RED CEDAR,, 18C3-10 7 1;41X8-10' E-A PRESSURATED 21216 ' 3 EA 2X12-16' RED CEDAR 546C-12 4 EA 5/4X6-12' RED CEDAR 546C-8 4 EA 5/4X6-8' RED CEDAR 18C3-12 1 EA 1X8-12' RED."CEDAR 18C3-8 3 EA'` 1X&W PRESSURE-TREATED 21214T 2 EA 2X12-14' PRESSURE-TREATED 21020T 14 E-A 2Xlf}=2a' PRESSURE-TREATED 2818T 15 EA 2X8-18' PRESSURE-TREATED 2910T 15 EA 2X8-10 RED CEDAR 112CRS-10A 4 EA 1X12-10' RIP TO 10" RED CEDAR 112CRS-12A 4 EA lxl2-12' RIP TO 10" RED CEDAR 112CRS-8A 6 EA 1X12-8' RIP TO 10" PRESSURE-TREATED 2820T 4 EA 2X8-20' RED CEDAR 24C-12 2 EA 2X4-12' PRESSURE-TREATED 4410T 9 EA 4X4-10' PRESSURE-TREATED 4416T 3 EA 4X4-162 ---------------------------------------------------------------------------- BILL OF MATERIALS --- LUMBER CUSTOMER: BOB MUTTEE DATE: 08/28/02 DESIGN: DECK02240 REF: SALESMAN # STEVE --------------------------------------------------------------------------- COMPONENT SKU QUANTITY DESCRIPTION WOOD TYPE --------------------------------------------------------------------------- DECKING 546C-10 122 EA 5/4X6-10' CEDAR HORZ RAILS 24C-8 8 EA 2X4-8' CEDAR HORZ RAILS 24C-16 3 EA 2X4-16' CEDAR RAIL POSTS 44C-12 7 EA 4X4-12' CEDAR STAIR POSTS 44C-12 2 EA 4X4-12' CEDAR STAIR STRINGER 21220T 4 EA 2X12-20' ACQ STAIR TREAD 546C-10 16 EA 5/4X6-10' CEDAR STAIR RISER 180-10 7 EA 1X8-10' CEDAR STAIR STRINGER 21216T 3 EA 2X12-16' ACQ STAIR TREAD 546C-12 4 EA 5/4X6-12' CEDAR STAIR TREAD 546C-8 9 EA 5/4X6-8' CEDAR STAIR RISER 18C3-12 l EA 1X8-12' CEDAR STAIR RISER 18C3-8 3 EA 1X8-8' CEDAR STAIR STRINGER 21214T 2 EA 2X12-14' ACQ BEAMS 21020T 10 EA 2X10-20' ACQ JOISTS 2818T 13 EA 2X8-18' ACQ JOISTS 2810T 13 EA 2X8-10' ACQ FASCIA 112CRS-10A 4 EA 1X12-10' RIP CEDAR FASCIA 112CRS-12A 4 EA 1X12-12' RIP CEDAR FASCIA 112CRS-8A 6 EA 1X12-8' RIP T CEDAR RIM BOARD 2810T 2 EA 2x8-10' ACQ RIM BOARD 2820T 4 EA 2X8-20' ACQ RIM BOARD 2818T 2 EA 2X8-18' ACQ HORZ STAIR RAILS 24C-16 1 EA 2X4-16' CEDAR HORZ STAIR RAILS 24C-12 2 EA 2X4-12' CEDAR GROUND POSTS 4410T 9 EA 4X4-10' ACQ GROUND POSTS 4416T 3 EA 4X4-16' ACQ --------------------------------------------------------------------------- BILL OF MATERIALS --- OTHER MATERIALS CUSTOMER: BOB MUTTEE DATE: 08/28/02 DESIGN: DECK02240 REF: SALESMAN # STEVE --------------------------------------------------------------------------- COMPONENT SKU QUANTITY DESCRIPTION --------------------------------------------------------------------------- 81N JHANGER LUS28 52 EA 2X8 JOIST HANGER TIE DOWN STRAP MPA1 75 EA ALL PURPOSE FRAMING ANCHOR 2X2X36 CEDAR BEV MH-36 256 EA SPINDLE ALLOWANCE LOIN SONO TUBE 10SONO 5 EA 10"X12' SONO TUBE 80LB CONCRETE 80GRAV 23 BAGS 80LB BAG CONCRETE 4D NAILS 112TECON 1 LBS 1-1/2 JOIST HANGER NAILS 8D NAILS-5LBS 8GAL-5 4 BOXS 5# 8 COM GALV 8D NAILS 8GAL 4 LBS 8 COM GALV 16D NAILS 16GAL 3 LBS 16 COM GALV 1/21N WASHER 12WASH 84 EA 1/2 GALV WASHER 1/21N NUT 12NUT 84 EA 1/2 GALV NUT 61N BOLT 126CB 84 EA 1/2X6 CARRIAGE BOLT --------------------------------------------------------------------------- --------------------------------------------------------------------------- J IR1 N�1� Applicant/ Owners / Owners Name:' �wt��� M� tat y _ – 't`� A Rev Reviewed: Architect/ _ Date Engineer: Subm'(ted: SCTM : District: 1000 Sec0n: :n Mock:Block: 7 (,ot: J Projectj ©� S Subdivision Location: _ Name: Single k, separate Required ccr(ikation: (Yes / No) AAA Req. Req. zolling IM(Ficl� (I-ol size: _ Acam( I (Lot cuver96c Prupa<eJ _— Req. Req. j fl-'ronl Yard S� ReqProposed,04 (Side Yard Proposed. Rear Yard ( _ I roNsed Project Description: Q A.GENCS�'.3?ERMITS —z- Permit RWUIRED FOR REVIEW NO YES Number Suffolk County Heath-Dept. New York State b. E. C. .Town Trustees Town Zoning Board..approval: v . Town Planning Board approval. Flood Plane Elevation??? Flood Zone: suauINo uepr. -,-.'NSPECTION [ ] FOUNDATION 13T [ ] ROUGH PL66. [ ] FOUNDATION 2ND [ ] INSULATION [ j FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE O INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 CATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 1Y DATE � INSPECTO 713 - 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSUL N [ ] FRAMING Ile [ AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE � INSPECT42 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) ---- -- y ti 4t ------------------------------- FOUNDATION(2ND) O y ROUGH FRAMING& — PLUMBING INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITI AL COMMENTS `> O z m b 0 z x y d b OF,SOVTHOLD BUILDING PERMIT APPLICATION CHECKLIST • B _-,,otNG DEPARTMENT Do you have or need the following,before applying? TOWN]MALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey PERMIT NO. ;-f 7/ 3-iE: Check Septic Form N.Y.S.D.E.C. Trustees Examined g '20 Dc�o- Contact: Approved a. ,20 0& Mail to: Disapproved a/c Phone: Expiration 120 C,> _y _ _� Building Inspector APPLICATION FOR BUILDING PERMIT Date , 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 codp, and re ations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) JIO P 5411- C A Sov'rldoc,,b (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder o 1✓/Vgl�- Name of owner of premises /e0 ts ljI2?r A /Yl V"r?rb"-5 (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: //70 "To P S 14 f L L IebNL-V- House Number Street Hamlet County Tax Map No. 1000 Section Block -"7 Lot 1 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: ' a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work D kc,K_ (Description) 4. Estimated Cost Fee (To be paid on filing this application) ti 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 Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front a DU Rear Depth 10. Date of Purchase 4;1/24/U. 2_ Name of Former Owner S 71�'(/g 5 km VT 14 11. Zone or use district in which premises are situated 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 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 + Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO *.IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_�! * 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 ) &/*> 7' #1 •Wl 4TfE'6' being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the WNL (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 this day of 20 Un— ail Notary Public Signature of Applicant JOYCE M.MKINS Notary Public,State of New York No.4952246,Suffolk County Ttir+r rvnirar. l••nr. 12, 10 0'_Z' S 4 SURVEY OF e :,G 3 0 2000 LOT 6 MAP OF !"T E D ACRES AT BAYVIEW ^p17TH f1LE No. 5399 FEED JUNE 4, 1971 NQ SITUATED AT BAYVIEW I ;.. S-- ,.,, TOWN OF SOUTHOLD�2 59 3p1._. � DAD SUFFOLK S.0AX C1000-79-07-13 OUN O K 8 O _ SCALE 1'=40' _ O JUNE 9. 1999 AtXiflSt 4.1999 ADDED JUNE m1R19D1s+D1ND MF1t5 a CE9STDD15 / - DEC0.6ER J1. 30,4000 -, s11RYEY 25 /r O,q R� oo' W.AREA= 10.365.87 sq. ft- j.1 0.938 W.al 'L?39.27 S.C.D.H.S. No. RIO-99-0137 f STEPHEN SMITH i-'�+'9t .�-.• DONNA SMITH COUNWDEFART'.I"TOFfiEAL'CF1�� ALOFCONSTRUCSEDWORR9FOR APPR�SINGLT-FAM'"IMIDENCL q ora `u _ ,.r • ` ; , n9 t►Wl.-eve- Ret Na '>r fscl:Ites cc t1ri910Ct1i0.1 enve Dern nc�sewa;s et'ISPOW 90 wetu sapplY or OWage9eies 936 folfad to O ti . ttntt 9ndlcr cacu`ke36Y this UM OF B-DROOMS• O LOT / _9tr` cey9tislJtl�7 FOR / . :C, A.Co9t9,FE,Chict 2 / t• OtSee ot1A91c 9114 W M9999emetk T / 7 ' IIRYIIm memo= a1M M�Y 1 3..mak,1tp� fl1Y�p t/1 }I, .v t••�•`s".Moi •G.a'� Lam'S0 205'00 8 : ,..c.•�0 ro •Yp a` rs.ile.xa X9997 'X. .x a T" Land Surveyor q��N�D 1�C�R m1AIR �11R�pp� p�p11��R,IQ7011 pa SRI IR[OIYM.�OOR�IR A9BRT IY iW SL JP�90Mb1�- $1I•M1.- CMIRuC9MI I�OYt I9Oa Ma111 V IRR Ill M 1=ieeic',.oliw°i R'.BOor�OwPee PNac(a3+7Tn_xao FR(63j)n7-1727 nc cmori s■alt aP 99YL amass wow a W9a0 mam AIO/9R Fi19DIF71t7 OF R09aa.i 1790 9rda A•F7a PA.90.1931 - _- AMr,IOf 71099 Me 119Y 711/MMIFID. ��Ilw Yat 11901 ga,lad.IYn Tat 11901-0995 PLAN VIEW FOR LEVEL I PENN BER CUSTOMER -- BOB MUTTEE MAIN ROAD DATE 08/28/02 REF Deck02240 GREENPORT, NY (631) 477-0400 one 0 4' LOAD AND SUPPORT: Your deck will support a 76 PSF live load. Posts have 48" below-ground post support. lDECK AND POST HEIGHT: You selected a height of 48" from the top of decking to level ground. The top of the deck support posts will therefore be 39.25" above ground- IeveL Your salesperson can provide information for uneven or sloped ground. JOISTS: Set joists on top of beams, 16" center to center. NOTE: The design may require knee braces and bridging between joists. Your materials fist includes the necessary items. The suggested design is not a finished building plan. You are responsible for i all measurements being correct, for verifying that the design (and any substitutions or modifications f that you mate), meets at local building codes and requirements. To verify that the suggested design, and any substitutions or modifications, is consistent with conditions at the construction site, review the design with your architect. Also consult your architect for prope r of materials in the structure. MEW DATE• rlltA -18 7/3 +3 Be sure to follow the deck construction detail available from your stoptias s � dcml� NOTIFYBUILDING DEPARTMENT AT 765-1802 9 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: f i. FOUNDATION - TWO REQUIRED UAlt"_ FOR POURED CONCRETE 2 ROUGH - FRAMING 4 PLUMBING _ 3. INSULATION 4, FINAL - CONSTRUCTION MUSTBE COMPLETE FOR C.O. I OCCUPANCY OR ALL CONSTRUCTION SHALL MEET USE IS UNLAWFUL THE REQUIREMENTS OF THE N.Y. WITHOUT CERTIFICATE STATE CONSTRUCTION A ENERGY CODES. NOT RESPONSIBLE FOR OF OCCUPANCY DESIGN OR BEAM LAYOUT FOR LEVEL I PENNY LUMBER CUSTOMER -- BOB MUTTEE MAIN ROAD DATE 08/28/02 REF Deck02240 GREENPORT. NY (631) 477-0400 V 11 1/2" A 6' 1° B 1' 11 ld2' BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 18' 4 1/2" 3 9' 1/2" B 18' 4 1/2" 3 9' 1/2" Post spacing is measured center-to-center. Depth of post-in-concrete footers --- 48 inches. I � I. CUT LIST FOR LEVEL I PENNY LUMBER CUSTOMER -- BOB MUTTEE MAIN ROAD DATE 08/28/02 REF Deck02240 GREENPORT, NY (631) 477-0400 E HI A A A A A ----------- ---- LABEL LENGTH BEVELS LABEL LENGTH BEVELS A joist (13) 9' 7 112' E fascia 18' 6' F45 S45 B fascia 10, F45 S45 E ledger 18' 4 1/2" B ledger 9' 7 112' F cap 7' 9 112' FO S45 C fascia 18' 6' F45 S45 F section 7' 112' C ledger 18' 4 112' G cop 19' 4' F45 SO D -Posc;G 10, F45 S45 G section 5' 11 3/40 D ledger 9' 7 112' H cop 316, H section 3' 112' PLAN VIEW FOR LEVEL 2 PENNY LUMBER CUSTOMER -- BOB MUTTEE MAIN ROAD DATE 08/28/02 REF Deck02240 GREENPORT. NY (631) 477-0400 1 j a ao LOAD AND SUPPORT: Your deck will support a 49 PSF live load. Posts have ' below-ground post support. DECK AND POST HEIGHT: You selected a height of 69' from the top of decking to level ground. The top of the deck support posts will therefore be 60.25' above ground level. Your salesperson can provide information for uneven or sloped ground. JOISTS: Set joists on top of beams, 16' center to center. NOTE: The design may require knee braces and bridging between joists. Your materials list includes the necessary items. The suggested design is not a finished building plan. You are responsible for all measurements being correct, for verifying that the design (and any substitutions or modifications that you make) meets all local building codes and requirements. To verify that the suggested design, and any substitutions or modifications, is consistent with conditions at the construction site, review the design with your architect. Also consult your architect for proper construction and use of materials in the structure. Be sure to follow the deck construction detail available from your store salesperson. BEAM LAYOUT FOR LEVEL 2 PENNY LUMBER CUSTOMER -- BOB MUTTEE MAIN ROAD DATE 08/28/02 REF Deck02240 GREENPORT, NY (631) 477-0400 A 7' l/2' B 7' 1!2' C BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 18' 4 1/2" 3 9' 1/2" B 18' 4 1/2" 3 9' 1/2" C 18' 4 1/2" 3 9' 1/2' Post spacing is measured center-to-center. Depth of post-in-concrete footers --- 48 inches. CUT LIST FOR LEVEL 2 PENNY LUMBER CUSTOMER -- BOB MUTTEE MAIN ROAD DATE 48/28/02 REF Deck02240 GREENPORT. NY (631) 477-0400 E A A A A A A A A A A A A A c LABEL LENGTH BEVELS LABEL LENGTH BEVELS A joist (13) 17' 7 1/2' E fascia 1816, F45 S45 B fascia 18' F45 S45 E ledger 18' 4 1/2' B ledger 17' 7 1/2' F cap 18, 61/2, C Fascia 18' G' F45 S45 F section 5' 9 3/4' C ledger 18' 4 1/2' G ca.p 18' S 1/2' FO S45 D fascca 18' F45 S45 G section 5' 9 3/4' D ledger 17' 7 1/2' H cap 8111 1/2' F45 SO H section 4' 1/4' • a @a ✓y _ '.4r "t— '�h �"f ��ReS ''�h.'�Yi^'^z k�'xr2r��^� -+t� ,sy�.`s"''� . gr� ! r a' r trr >✓ 111 STRESS ANALYSIS FOR LEVEL 1 CUSTOMER: BOB MUTTEE DATE: 08/28/02 DESIGN: DECK02240 REF: 02240083.ZIP SALESMAN # STEVE ------------------------------------------------------- MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD ------------------------------------------------------- JOISTS 2X8 DEFLECTION 539 PSF 16IN BENDING 369 PSF SHEAR 226 PSF COMPRESSION 344 PSF 226 PSF BEAMS 2-2X10 DEFLECTION 175 PSF BENDING 101 PSF SHEAR 87 PSF COMPRESSION 396 PSF 87 PSF BOLTS 1/21N SHEAR 2271 PSF 2271 PSF POSTS 4X4 STABILITY 500 PSF 500 PSF ----------------------------------- TOTAL LOAD 87 PSF DEAD LOAD 10 PSF LIVE LOAD 77 PSF ------------------------------------------------------- STRINGER 2X12 DEFLECTION 235 PSF BENDING 239 PSF SHEAR 203 PSF COMPRESSION 818 PSF ----------------------------------- TOTAL LOAD 203 PSF DEAD LOAD 10 PSF LIVE LOAD 193 PSF ------------------------------------------------------- STRESS ANALYSIS FOR LEVEL 2 CUSTOMER: BOB MUTTEE DATE: 08/28/02 DESIGN: DECK02240 REF: 02240083.ZIP SALESMAN # STEVE ------------------------------------------------------- MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD ------------------------------------------------------- JOISTS 2X8 DEFLECTION 338 PSF 161N BENDING 268 PSF SHEAR 185 PSF COMPRESSION 293 PSF 185 PSF BEAMS 2-2X10 DEFLECTION 126 PSF BENDING 69 PSF SHEAR 59 PSF COMPRESSION 271 PSF 59 PSF BOLTS 1/21N SHEAR 1552 PSF 1552 PSF POSTS 4X4 STABILITY 323 PSF 323 PSF ----------------------------------- TOTAL LOAD 59 PSF DEAD LOAD 10 PSF LIVE LOAD 49 PSF ------------------------------------------------------- STRINGER 2X12 DEFLECTION 74 PSF BENDING 100 PSF SHEAR 118 PSF COMPRESSION 503 PSF ----------------------------------- TOTAL LOAD 74 PSF DEAD LOAD 10 PSF LIVE LOAD 64 PSF -------------------------------------------------------