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HomeMy WebLinkAbout33670-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPAI~CY No: Z-32893 Date: 02/19/08 THIS U~KTIFIES that the building ADDITION TO ACCESSORY Location of Property: 530 SOUTH HARBOR RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map NO. 473889 Section 75 Block 3 Lot 9 Subdivision Filed MapNo. __ Lot NO. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 5, 2008 purs,,~-t to which Building Permit No. 33670-Z dated FEBRUARY 5, 2008 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 ADDITION TO AN EXISTING ACCESSORY STORAGE BUILDING AS APPLIED FOR. The certificate is issued to BRUCE J LEHR of the aforesaid building. (OWNER) SOW~OLKCOD~TYDBPART~TOFH~ALTHAPPROVAL N/A ~.k-r~/CA~ um~TIFICA~ NO. 3059274 02/11/08 PLUMBerS u~KTIFICATION DA'r~u~ N/A or,zed ~ignature 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. Bo 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. Ifa Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swinuning pool $25.00, Accessots, 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 Ce~lificate ofOccapancy - Resideutial $15.00, Co~ranercial $15.00 New Construction: ~ Location of Property: .~3 6 Date. Old or Pre-existing Building: Street House No. Applicant: Underwriters Approval: Owner or Owners of Property: r~ .~, ~1,/P_..~ xT'~ Z ~*~ Suffblk County Tax Map No 1000, Section ~ ~J ~'~' ~[o[k Subdivision Filed Map. Pem~itNo~ ~ 7~Z Dale of Permit. Health Dept. Approval: Plamfing Board Approval: Request for: Temporary Certificate Final Certificate: Fcc Submitted:$ ~ ~, 0 ~ (check one) Hamlet - - Lot Lot: (check one) ~VApplicant Si~ature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUII~DING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33670 Z Date FEBRUARY 5, 2008 Permission is hereby granted to: BRUCE J LEHR 530 SOUTH HARBOR RD SOUTHOLD,NY 11971 for : ADDITION TO AN EXISTING ACCESSORY STORAGE BUILDING AS APPLIED FOR. (THIS REPLACES BP #27378-Z) at premises located at County Tax ~ap No. 473889 Section 075 pursuant to application dated FEBRUARY 530 SOUTH HARBOR RD SOUTHOLD Block 0003 Lot No. 009 5, 2008 a/~d approved by the Building Inspector to expire on AUGUST 5, 2009. Fees 319.00 ~~~~/~! u~~.~ .... at ORIGINAL Rev. 5/8/02 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by BRUCE LEHR 530 SOUTH HARBOR RD SOUTHOLD, NY 11971 BRUCE LEHR 530 SOUTH HARBOR RD SOUTHOLD, NY 11971 Located at 530 SOUTH HARBOR RD SOUTHOLD, NY 11971 Application Number: Section: Block: Described as a 3059274 Lot: Certificate Number: 3059274 Building Permit[~'~ BDC: occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Detached Garage, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the l]th Day of February, 2008, QTY Rate Rating Circuit Type Name Miscellaneous detached garage as built"2000" Panels 30 3 Wiring and Devices Outlet 6 0 Fixture Fixture 1 0 Incandescent Fixture 5 0 Flourescent Outlet 3 0 General Purpose Receptacle 1 0 General Purpose Switch 2 0 General Purpose Receptacle 1 0 GFCI An as built inspection, of the delineated electrical installation, determined that an obvious hazard is not present and the installation is believed to be in comformance with the applicable reference standard for the estimated period of construction of the promises wiring system. seal 1 of 1 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [/~F~AL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE '~"'/~//(~'~ INSPECTOR 765-1802 BUILDING DEPT. ~I~PECTION [~'] FOUNDATION 15T [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY - INSPECTOR ,/ / 765-1802 BUILDING DEPT. NSPECTION [ "'] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION2ND [ ] INSULATION [ ] FRAMING [. ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS. ~ INSPECTOR ROUGH FRANE & PLUlfl~ING INSULtTION PER STATE ENERGY CODE FINAL ADDITIONAL C(I~,IEHTS: . 7 FORN NO. I TONN OF SOUTHOLD BUILDING DEPARTE4ENT TOWel HALL SOUTHOLD, N.Y. 11971 TEL: 765-1802 Uisat~t u~l a/c .................................. BOARD OF HEALTH . ...~ ........... 3 SETS OF/.~LANS .¥ ....... ...... SURVEYt/ ........................ CD~C~ ~./)...~<~. ................. SEPTIC PORN ................... DEC ..........., TRUSTEES ................... CALL .<~ .'~. .... NAIL TO: ................... APPLICATION FOR BUILDING PERNIT INSTRUCTIONS Date ................ ,2C .... a. lhis application most be c~pletely filled in by typewriter or in ink and suhnitted to the Building Inspector: · 3 sets of plans, accurate plot plum to scale. Fee according to schedule. b. Plot ol~n sboaing location of lot and of buildings on premises, relatlon~hip to adjoining premises or public streets or areas, and giving a detailed description of layout of property mast be draum on the diagram ~hith is part of this applicetion. c. The ~urk covered by this applicatio~ v~ not be cc~r~nced befora issuance of Building Permit. d. Upa~ apl~'o~al of this application, the Building Inspector will issoe a Building Pemit to the applicant. Sud~ panait ~hall be kept on the p,o~ises available for inspection throughont the ~ork. e. No building ~hall be occupied or used in ~hole or in part for any purl~se ~hatever until a Certificate of Occupancy shall have been gr~t~l by the Building Inspector. APPLIC/~TI~I IS ~ ~ to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the To~n of Southold, Suffolk Cotmty, Ne~ York, and other applicable La~s, Ordinances or l~gulations, fur the construction of buildings, additions or alterations, or for re.oval or demolition, as herein described. The applicant agrees to o~ply with all applicable lawa, ordinances, building code, housing code, and inspections. · ................................ (Signature O~ applicant, or name, if a corporation) (l'~iling a~klreSs of appIie-~mO State ~hether ~plicant is owner, les~e, agent, architect, engineer, general contractor, electrician, plu~her or buil&c ....................................................................................................... ~ of o~er of or,anises .... ~..,..~ .............................................................................. (as on fl~ tax roi1 or latest deed) If applicmt is a corporation, signature of duly authorized officer. and title of corporate officer) Suilders License No ...... .~. ~ ?..?'~- ........... Plumbers License No .......................... Electricim~s License No ...................... Other 1Yede's Liceese NO ..................... 1. Iocation of land on ~hich propas~ ~rk ~ill he done .............................................................. St~t _ ~et ~ ~= ~ ~. I~ ktim ............... 1 ................ ~t ................ ~ivisi~ ........ Fil~ ~ ~ lot (~) 2. State ~sti~ ~ ~ ~ of ~s ~ int~ ~ ~ ~ of pro~ c~st~ti~: a. ~sti~ ~ ~ ~ ....... O. ~. ~./.l~ d.1 .~ .'~ a ............. ~ .,'i ..~, 1..., ...., ........ -alal ........ 3o F~t.re of ~ork (check ~hld~ applicable): Ne~ Building .......... Addition ...... ~erati~ .......... ~ir ............ ~l ............. ~liti~ ............ Odmr ~ (~ripti~) (to ~ ~id ~ fili~ this a~li~ti~) If ~r~e, ~r of ~rs .......... ~ .......................... If ~i~ss, ~rcial or ~ ~, ~i~ ~ture ~ ~tont of ea~ ~ of ~ ...................... Oi~i~s o~iSti~ st~s, if ~: E~t ............. ~ar.............../~ ~ ~th ................. ~i~ / t.; [ ~r of Stories ...................... OJ~i~ o~ ~ st~e ~th alterati~ or ~iti~s: ~t ............... ~ar ............... ~.th .................... ~i~t .................... ~r o~ ~tories ............... ..... .............. iee ....... { ............. Si~ of lot: ~t .. /~ ~ ~r /~ ~ ~th '~ / b ~ or ~ district in ~i~ ~i~s a~ si~t~ .............................................................. ~s ~o~ ~t~ti~ violate ~ ~i~ 1~. o~i~e or re.latin: .... j~ ................ ~ill lot ~ ~ ....... ~.~ ........ ~ill ~SS fill ~ r~ ~ ~s: ~ ~/ ~s o~ ~r o~ ~s ........................... ~ress .............................. ~ ~ ......... . .... ~ of ~it~t .................................... ~ress .............................. ~ ~ .............. ~ o~ ~tr~tor ................................... ~ress ............................... ~ ~ .............. PI.OT DIAGRAN Iocate clearly and distinctly all lmildings, ~hether existing or proposed, and indicate all set-hack dimensions fT~ property lines. Give street and block n~ber or description according to deed, and ~hog street names and indicate ~aether interior or corner lot. ~FA'[E OF ~l,.~/ YDRK, J ............................................... I~i~ duly ~, ~ms ~ ~ys ~t ~ is fl~ a~li~t (~ of iMivi~l si~ing c~tract) a~ m~, ........ (~tractor, ~nt, co.rate o[ficer, etc.) of ~id ~r or ~rs, a~ is ~ly ~tlmrir~ to ~rfom or h~ ~r[o~ Om mid ~ ~ to ~ ~ file this a~{ {cation; that all stat~nts c~tai~ in this a~lication are trim to fl~e ~st of his ~I~ a~ ~lle[~ a~ that tt~ turk will 1~ ~r[o~{ in tl~ ~mn,~r ~t forth in ~e a~{,icatim fil~ t~. TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER FORMER (~,'VN ER LAND House~t.. IMP. VL. STRE~ S~© V"b~GE I D'ST.I SUB. W ~ .~ I ~PE OF BUILDING FARM TOTAL DATE LOT COMM. CB, MICS. Mkt. Value REMARKS AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH BULKHEAD Total DOCK COLOR -"3 I ! I ExtensiOn ExtenSion; ; Extension Foundofion } ~.~ Both ~ Dinette Porch Besement KW t c Fl~rs o ~ ~ K. Porch ~t. Wells ~ ~ Interior Finish ~ ~ z ~ ~ ~ LR, Breezew~ ~ Fire Pi=ce He=t DR. Garage ~0 ~ /~ = a w ~ /~ 7~ ~ 75' T~e Roof ~Rooms 1st Floor ~ BR. P~tio R~re~tion R~m= Rooms 2nd Floor FIN. B O.B. Dormer Drlvew=y Total Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631 ) 765- t 802 BUILDING DEPARTMENT TOWN OF SOUTHOLD February 27th 2007 Brace J. Lehr 530 S.Harbor Road Southold, N.Y. 11971 RE: 530 S.Harbor Rd. (add. to existing bldg.) 2''d NOTICE SCTM: 75 3 9 Dear Mr. Lehr, Please be advised that your Building Permit #27378 issued June 1 lth, 2001 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of $319.00; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. MiTek® Re:00106as PENNEY\00106AS i L,,~' 5 2002 L J ~iT~k In{lustrie,, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 Telephone 314/434-1200 Fax 314/434-5343 The truss drawing(s) referenced beloxv have been prepared by MiTck Industries, [nc. under my direct supervision based on the parameters provided by P.D.J. Components Pages or sheets covered by this sealt2049216 thmI2049218 My license renewal date for the state of New York igtPRIL 30, 2002. February 13,2002 Welt, The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSUTPI-1995 Sec. 2. Job ' Tr~-- - ~Fruss Type 3 Qt~-- yPTy ~:~E~KIEY'~00106AS 00106AS , T1 ). I DBL. FINK 15 1 ~ [optional) P,D.J,COMPON :NTS INC., CHESTER; ~Y. 10918 4.201 SR1 s an 2 20 12 MiT8 ~- /I ~ --<~-~ LOADING (psf) SPACING 2-0-0 CSI DEFL in (1~) I/deft ~ P~TES GRIP TCLL 300 Plates Increase 115 TC 0.84 Ved(LL) -0.41 12 >9~ MIl20 197/144 TCDL 7,0 Lumber Increase 1.15 BC 0.95 Ved(TL) -0.76 11-12 >631 BCLL 0.0 Rep Stress Incr YES WB 0.64 Ho~(TL) 0.20 8 n/a BCDL 10.0 Code BOCNANSI95 1st LC LL Min I/deft = 240 Weight: 162 lb LUMBER B~ClNG TOPCHORD 2X4SYPNo.1 *Ex.pt* TOPCHORD Sheathed or 2-6-10 ~ pudins. 1-4 2 X 4 SYP DSS, 6-9 2 X 4 SYP DSS BOT CHORD Rigid ~iling directly applied or 5-2-2 oc bracing. BOT CHORD 2 X 4 SYP NO.1 *Except* 11-12 2X4 SYP NO.2 WEBS 2 X 3 SPF Stud REACTIONS(lb/size) 2=1976/0-3-8, 8=1976/0-3-8 Max HO~ 2=40(load ~se 2) Max Uplift 2=-746(Ioad case 2), 8=-746(Ioad ~se 3) FORCES(lb) -Fimt Load Case Only TOP CHORD 1-2=15, 2-3=~681, 34=~2, 4-5=-~23, 5-6=-3423, 6-7=-~42, 7-8=-4681, 8-9=15 BOT CHORD 2-13=~26, 12-13=3617, 11-12=2743, 10-11=~17, 8-10=~26 WEBS 3-13=432, 4-13=801, 4-12=-782, 5-12=983, ~11=983, 6-11=-782, 6-10=801, 7-10=432 NOTES (5) 1) This truss has been checked for unbalan~ loading conditions. 2) This tress has been design¢ for the wind loads generate by 90 mph winds at 25 fl above g~und level, using 5.0 ~f top enclosed building, of di~nsions 45 ft by 24 ft with ex.sure C ASCE 7-93 ~r BOCNANSI95 If end ve~i~ls or ~ntilevem plate grip increase is 1.33 3) Provide ~hani~l ~nnection (by others) of t~ss to beadng plate ~pable of withstanding 746 ~b uplift at joint 2 and 746 lb uplift at joint 8, 4) This t~ss has been designed with ANSI~PI 1-1~5 cdteda. 5) THIS CONFIRMS SPECIFICATIONS ARE ACCU~TE AS SHOWN >>>>>>> PLEASE VERIFY ALL INFORMATION: ACCEPTED BY: DATE LOAD CASE(S) Standa~ Feb~aw 13,2002 IVll I~ Symbols PLATE LOCATION AND ORIENTATION *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE 4x4 The first dimension is the width perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings [supports) occur. FORMOtB,019 N umbering System J2 J3 J4 TOP CHORDS , WEBS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WESS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO SBCCI WISC/DILHR 1591,1329,4922 87206, 86217,9190 870040-N,930013-N,910080-N MiTek® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2, Cut members to bear tightly against each other, 3, Place plates on each face af truss at each joint and embed fully, Avoid knots and wane at joint locations, 4, Unless otherwise noted, locate chard splices at 1/4 panel length[+- 6" from adjacent jaint,] 5, Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time af fabrication. 6. Unless expressly noted, this design is nat applicable far use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is ta camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9, Lumber shall be af the species and size, and in all respects, equal to or better than the grade specified. 10. Tap chards must be sheathed ar purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the resbonsibility of others unless shown, 13, Da nat overload roof or floor trusses with stacks af construction materials. 14. Da nat cut or alter truss member or plate '* without prior approval af a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job Truss Trb~ T~p~ ......... Qty Ply 'PEN~E~00106AS .... 12049217 00106AS ' T1A DBL. FINK 7 1 (optional) P.D,J.COMPON -~NTS INC., CHESTER, NY 10918 4.201 SR1 s an 2 20 12 MiTe i Industries, Inc. Mort Feb 11 15:24:57 2002 Pa Plate Offsets (X,Y): [2:0-5-2,0-1-8i, [4:0-2-8,0-3-~B:~r2-~,0:~-~]~8:0-5-2,0-1-~i, [10:0-2-87-3-0], 111:0-2-8,0-3-0i LO.IN6 (psf) SPACING 2-0-0 OSI DEFL in (Icc) Fdefl P~TES 6RIP TCLL 30.0 Plates Increase 1.15 TC 0.84 Ved{LL) -0.41 11 >999 MIl20 197/144 TCDL 7.0 Lumber Increase t.15 BC 0.95 Ved{TL) -0.76 10-1~ >631 BCLL 0.0 Rep Stress Incr YES WB 0.64 Ho~(TL) 0.20 8 n/a BCDL 10.0 Code BOCNANSI95 1st LC LL Min I/deft = 240 I Weight: 160 lb LUMBER BBCING TOP CHORD 2 X 4 SYP No.1 *Ex.pt* TOP CHORD Sheathed or 2-6-10 cc purlins. 1-4 2 X 4 SYP DSS, 6-8 2 X 4 SYP DSS BOT CHORD Rigid ceiling direcgy applied or 5-1-6 cc bradng. BOT CHORD 2 X 4 SYP No.1 *Ex.pt* 10-11 2 X 4 SYP NO.2 WEBS 2 X 3 SPF Stud REACTIONS (lb/size) 2=1976/0-3-8, 8=1866/0-3-8 Max Ho~ 2=73(Ioad ~se 2) Max Uplift 2=-746(ioed ~se 2), 8=-634(Ioad ~se 3) FORCES(lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=~681, 3~=-4442, 4-5=-~23, 5-6=-3423, 6-7=-~2, 7-8=~681 BOT CHORD 2-12=~26, 11-12=3617, 10-11=2743, 9-10=3617, 8-9=4426 WEBS 3-12=~32, 4-12=801, 4-11=-782, 5-11=983, ~10=983, 6-10=-782, 6-9=801, 7-9=-432 NOTES (5) 1} This t~ss has been checked for unbalanced loading ~nditions. 2) This t~ss has been design~ for the wind Io~s genemt~ by 90 mph winds at 25 ff a~ve ground level, using 5.0 psf top chord dead Icad and 5.0 p~ ~ffom ~ord dead Icad, 10 mi from humane ~anline, on an o~upancy ~t~o~ I, condition ~ enclo~ building, of di~nsions 45 ff by 24 ff with ex.sum C ASCE 7-93 per BOC~ANS195 If end vedicals or cantilevem exist, they are ex~ to wind. ff porches exist, they are not exposed to wind. The lumber DOL in.ease is 1.33, and the plate gdp increase is 1.33 3) Provide ~chani~l ~nne~i~ (by othem) of truss to bearing plate ~pable of withstanding 746 lb uplift at joint 2 and 6~ lb uplift at joint 8. 4) This tress has been designed with ANSi~PI 1-1995 cdtede. 5) THIS CONFIRMS SPECIFICATIONS ARE ACCU~TE AS SHOWN >>>>>>> PL~SE VERIFY ALL INFORMATION: ACCEPTED BY: DATE LO~ CASE(S) Standard Fobrua~ ~ 3,2002 Symbols PLATE LOCATION AND ORIENTATION *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. %,, ~,~., ~4 x 2 orientation, locate · "~ plates ~/s" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chaff. PLATE SIZE The first dimension is the width perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS C2 C3 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO SBCCI WISC/DILHR 1591,1329,4922 87206, 86217, 9190 870040-N,930013-N,910080-N MiTek* General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all ether interested parties,. 2. Cut members to bear tightly against each other. 3. Place pkstes on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4, Unless otherwise noted, locate chard splices at 1/4 panel length[+_ 6" from adjacent joint,] 5. Unless otherwise noted, moisture content of lumber shall nat exceed 19 % at time of fabrication. 6, Unless expressly noted, this design is not applicable far use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility af truss fabricator, General practice is ta camber far dead load deflectian, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall bo of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 1. Baflom chards require lateral bracing at 10 ft. spacing, or less, if na ceiling is installed, unless otherwise noted. 2. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 3. Do not overload roof or floor trusses with stacks of construction materials. 4. Do not cut or alter truss member or plate without prior approval of a professional engineer. ,5. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Tr~§s- TrusEType Qty Ply PENNE¥~00106AS 12049218 00106AS ' T1RG , DBL. FINK2 1 1-4-0 204 0 20 0 0 1-44 Scale = 1697 I I 4) All plates are 1.5x4 MIl20 unless othe~ise inOi~,eO. ~'~ 1~_~ upl~ at joint 34, ~ lb upl~ at joint 30, 160 lb upllft at joint 22, 66 lb upl~ at joint 33, 78 lb uplift at joint 35, 79 lb upl~ at ~._Z~ IVII I~ Symbols PLATE LOCATION AND ORIENTATION *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat, truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chad. PLATE SIZE The first dimension is the width perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINT~ AND CHORDS ABE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO SBCCI WISC/DILHR 1591,1329,4922 87206, 86217,9190 870040-N,930013-N,910080-N ir MiTek® CU~TM General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tight¥ against each other, 3, Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4, Unless otherwise noted, locate chord splices at 1/4 panel length(+- 6" from adjacent jo[nfO 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumper, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or befler than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Botlom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. 12049218 0010gAS · T1RG . DBL. FINK 2 I (optional) P.D.J.COMPON :'}q~r~T~, CHESTER , r .Y. 10918 4.201 NOTES (9) 8) This truss has been designed with ANSIFI PI 1-1995 criteria 9) THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN >>>>>>> PLEASE VERIFY ALL INFORMATION: ACCEPTED BY: DATE LOAD CASE(S) Standard Symbols PLATE LOCATION AND ORIENTATION * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat, L['~ F or 4 x 2 orientation, locate '" plates 1/8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE 4x4 The first dimension is the width perpendicular ta slots, Second dimension is the length parallel ta slots, LAI~RAL BRACING Indicates location of required continuous lateral bracing. BEARING indicates location of joints at which bearings [supports] occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BO~'FOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCIGNISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO SBCCI WISC/DILHR 1591,1329,4922 87206, 86217,9190 870040-N,930013-N,910080-N ii® MiTek® ,General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design ta the building designer, erection supervisor, property owner and all other interested parties., 2, Cut members to bear tightly against each other, 3, Place plates on each face af truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chard splices at 1/4 panel length(+ 6" from adjacent joint.] 5, Unless otherwise noted, moisture content af lumber shall nat exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant ar preservative treated lumber. 7, Camber is a non-structural consideration and is the responsibility af truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9, Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Tap chords must be sheathed or purlins provided at spacing shown on design, 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do nat cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (63 l) 765-9502 Telephone (631 ) 765-1802 BUILDING DEPARTMENT TOWN O1~ SOUTHOLD February 27th 2007 Bruce J. Lehr 530 S.Harbor Road Southold, N.Y. 11971 RE: 530 S.Harbor Rd. (add. to existing bldg.) 2''a NOTICE SCTM: 75 3 9 Dear Mr. Lehr, Please be advised that your Building Permit #27378 issued June 1 lth, 2001 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of $319.00; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDiNG DEPT. 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. 27378 Z Date JUNE 11, 2001 Permission is hereby granted to: BRUCE J LEHR 530 SOUTH HARBOR RD SOUTHOLD,NY 11971 for : ADDITION TO AN EXISTING ACCESSORY STORAGE BUILDING AS APPLIED FOR. at pre,~ises located at 530 County Tax Map No. 473889 Section 075 Block pursuant to application dated APRIL 27, 2001 Building Inspector. SOUTH HARBOR RD SOUTH/PEC 0003 Lot No. 009 and approved bythe Fee $ 319.00 Authored Signature ORIGINAL Rev. 2/19/98 ./o/r N/O/~ SURVEY OF PROPERTY AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 1000-75-03-09 SC~.~.: 1'=30' OCT. 26, 1999 REEDER Jr LEHR / ANY ALTERATION O~ ADDITION TO THIS SURVEY IS A VIOLATION [/ OF SECTK)N 7209 OF THE NEW YORK STATE EDUCATION LA~ EXCEPT AS PE~ ~C~ 720g-suBDI~SIQN 2. ALL CERTIFICATION5 HERE~ ARE V~IO F~ ~IS MAP AND COPIES THEREOF' ~LY IF SAID MAP ~ C~ES BEAR THE IMPRESSED SEAL ~ THE SUNVEY~ ~OSE ~GNA TU~ APPEA~S HERE~, B--monument APdA = 27.382 mq. fL ~ ~YS. LIC NO. 49618 t, P.C. ?EE T 11971 199-347 AP, PRQVEI) AS NOTED 765-1602 9 AM TO 4 PM FOR THE FOLLOWING tNSPECTIONS: 1, FOUNDATION - TWO REQUIETED FOR POURED CONCRETE 2, ROUGH - FRAMING & PLUMBING 3. tNSULATION 4. FINAL - CONSTRUCTtON MUS'I BE COMPLETE FOR C,O. ALL CONSTRUCTION SHALL MEEt THE REQUIREMENTS OF THE STATE CONSTRUCTION & ENERGY CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS ,,~'~ ~ N'T [LLEk/ATI 0 N OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE ~. ,~ OF OqCUPANCY LEFT 'x