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HomeMy WebLinkAbout33570-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-33763 Date: 06/08/09 THIS U~K'rIFIES that the building NEW DWELLING Location of Property: 2350 PARADISE POINT RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 81 Block 3 Lot 19.3 subdivision Filed Map NO. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 29, 2007 pursuant to which Building Permit No. 33570-Z dated DECEMBER 6, 2007 was issued, and conforms to all of the requirements of the applicable provisions of the law. The Occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH UNFINISHED BASEMENT, SUNROOM AND TWO CAR GARAGE UNDER AS APPLIED FOR. R~ne certificate is issued to JERRY CALLIS & LOISANNE R CALLIS (OWNER) of the aforesaid building. SUFFOLK COI]NTY DEPART~T OF H]~ALTH APPRO~-AL R10-07 0112 01/29/09 ELE~-i'~fCJ%L CERTIFICATH NO. 98887 00/22/80 pLI~BERS CERTIFICATION DATED 03/30/09 NUtTTITUCK PLL~4BING & HEAT Authorized Signature Rev. 1/81 mo TOWN OF SOUTHOLD BUILDING DEPARTMENT APPLICATION FOR CERTIFICATE OF OC~P~CY MAY ] 9 2009 I~ This application must be filled in by typewriter OR inkland~submitted to the ~uil inspector with the following: for new building or new ~se: 8[D6. D[PI. 1. Final survey of property with accurate location of ~11 buil~Oi~S.0U~y 1 ~ 2. 3. 4. iir streets, and unusual natural or topographic features. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form) Approval of electrical installation from Board of Fire Underwriters. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of i% lead. Commercial building, industrial building, multiple residences and similar buildi and installations, a certificate of Code Compliance from architect or engineer responsible for the building. Submit Planning Board Approval of completed site plan requirements. For existing buildings (prior to April 9, 19J,) non-conforming uses, or buildings a Vpre-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 appiican 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-existinK Buildinm - $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 ....~'./.t~/.~.~ ......................... Const ction ........... Old Or Pre- isting uil i g ............ Location of Property ...... ~.~.~.....~}-~...~,.~...~. ....... ~ ........ House No. Onw r or O, e s of Fro P Y ............. ~..~.~. County Tax Map No i000, Section ...... ~ ..... Street Hamlet ....... Z ii>i ;ii ........... .Block ............... Subdivision .............................. · ..... Filed Map ........... . Lot ................. .. Permit No.%.~.~..~..~....Date Of Permit ........... Applicant ...... Health Dept. Approval ........... · . · ............Underwriters Approval........ ............ .. Planning Board Approval ....................... . Request for: Temporary Certificate ........... Final Certicate ........... Fee Submitted: $ .... .~..4~.,..O.~ ~ ..... ... APPLICANT Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0428C Date: June 4, 2009 THIS CERTIFIES that the demolition of existing dwelling and consl~uction of new dwelling with attendant sanitary system At 2350 Paradise Point Road, Southold, New York Suffolk County Tax Map # 81-3-19.3 Conforms to the applications for a Trustees Permit heretofore filed in this office Dated 9/28/07 pursuant to which Trustees Permit # 6759 Dated 11/14/07 was issued and conforms to ali of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing dwelling and construction of new dwelling with attendant sanitary system The certificate is issued to JERRY CALLIS owner of the aforesaid property. Authorized Signature SUFFOLK BUREAU of 40 Nottingham Ddve, Middle island, NY 11953 Telephone: 631 495 8136 · Fax: 631 980 6455 · E-Mail: SBEIGS@gmail.oom CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Rough In Inspection Date: Application No.: Suffolk County Tax Map No.: M and B Electrical Contracting 3uly 11,2008 8887 Certificate No.: Final Inspection Date: Building Permit No.: 8887 February28~2009 This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant named above, located at the premise of and not after the final inspection date above: Owner: 3ERRY CALL'rS Site Location: DI~ JERRY CALL~S~ 23S0 PARADZSE PT RD~ SOUTHOLD~ NY 11971 Owner's Address (if different): The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. Applicant: M and B Electrical Contracting License No.: $9331-ME Inspected By: Gene Surdi Date Of Certificate: Mar 11,2009 [] Residential ~1 Indoor [] Basement [] Service [] Shed [] Commercial [] Outdoor [_~j First Floor [] Pool [] Hottub ,i~ [] New [] Renovation [] Second Floor [] Attic [~ Garage [] Addition ~ Survey Other: INVENTORY Single Phase 200A Heat 1 -oil Duplex Recpt 52 Ceiling Fixture 17 HID Fixtures Three Phase Hot Water GFCI R~.pt 5 Wall Fixture 6 Smoke 4 :! Main Panel 40 ck AC Cond 2 Single Recpt 4 Recessed Fixture 15 CO Detect 2 Sub Panel AC Blower 2 Range Recpt 1Elec Flourescent 1 Pumps /;:- Transformer Appliances D~yer necpt I Emergency Time Clcck Disconnect Switches 45 Twist Lock Exit Fixtures ~VSS : GFCI Breaker Heat Pump Electric Heat Pool Luminaire Exhaust Fan 4 Other Equipment: Dishwasher, Hall, 53095 Main Road BUILDING 'DEPARTMENT TOWN OF' SOUTHOLD Fax (631) 765.95,92 Telephone (631) ?65 t$~L CERTIFICATION Date: Building Petal, i}.No. ~"~-~5 '--~ ~ (Please pti J Plumber: (Please pr/nO icad I certify that the solder used in the water supply system contains less than 2/10 of 1% $~orn to before me this ~ /- , 20o~ t,- c..-- (Plumbers Signature) DENISE KING Notary Public, State of New York Registration #01 Ki6041757 Qualified in Suffolk County ~ My Commission Expires May 15, SUFFOLK COUNTY WATER AUTHORITY 4060 Sunrise Highway, RO. Box 38, Oakdale, New York 11769 May18,2009 Suffolk County Department of Health 360 Yaphank Ave, Suite 2C Yaphank, NY 11980 To Whom It May Concern: This is to certify that the Suffolk County Water Authority has installed Public Water Service at the following location: 2350 Paradise Point Road, Southold A water meter was installed on December 5, 2008. Very truly yours, Lisa Cetta Assistant Manager- New Construction LC: ba E10\TapLetter Revised 6/03 2006 National Source Water Protection Award Winner TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION [~FINAL ] FIRE SAFETY INSPECTION [ ] FIRE RESISTAI~I' PENETRATION REMARKS: TOWN OF SOUTH~I 765-1802 iNSPECTiON " ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING ~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ~.t~IRE~_RESI.~ANT PENETRATION REMARKS: DATE //'-- ~s -~ ~ INSPECTOR -~'--~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG~pLBG. [ ] FOUNDATION 2ND [/.~-INSULATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE ?i//TI~)FINSPECTOR ~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ~"~[ ] FJ~NDATION 2ND [ ]INSULATION {~;~ ~ ~FRAMING / STRAPPING []FINAL ~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ////~'- ~-~ /3 DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ~']/ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [~N~RAMING-'~RAPPING / [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE 7~ ~ 0I~' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT/ION [ ] FOUNDATION 1ST ~ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ~ ] FIRE I~ESISTANT PENETRATION REMARKS: ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ I/]~FRAMIN6,~,T_~PPING ~,~[ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~'~/-~/~ ~ ~/~' DATE __ 7 o 7-- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ~*'FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSI~UCTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 FOl..OATNSPECTION ION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENE11~TlON RE DATE INSPECTOR.~~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved a/c (4¢, 2co ? Expiration PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survex Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Phone: Building Inspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS 20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate pl6t plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on promises, 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 ap addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ~t oign'hl~re of ~h~t or name, if a corporation) (Mailing a~ldress of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises (As on the tax roi1 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: PD P-.A pOINT p-o/M> House Number Street Hamlet County Tax Map No. 1000 Subdivision (Name) Section Block ~ ?> Filed Map No. Lbt [ ~; ~ Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: Existing use and occupancy b. Intended use and occupancy [ S'J~p.,¥ 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units ~ If garage, number of cars ~ Fee V/' Addition Alteration Other Work Number of dwelling units on each floor (Description) (To be paid on filing this application) 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ~54,?:~=:~'! Rear ,,~------~" B~O'~ Depth Height. ~.O I Numberof Stories ! Dimensions of same structure with alterations or additions: Front Depth. Height_ Number of Stories 8. Dimensions ofentire new construction: Front (~ I'~ 4" Rear Height '2-O ' Number of Stories 9. Sizeoflot: Front t&'-I, %0' Rear I52, orX' 4 _Depth Rear ' ~ Depth ~/~/~ 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 lawl ordinance or regulation? YES __ 13. Will lot be re-graded? YES NO V/ Will excess fill be removed from premises? YES__ O 14. Nantes of Owner of premises ~)[Z .d ~"'R~Z¥,I -¢~&~'l~ddress 'Z3~O .pp,o.,~0~e po,~T'p~o°ne No. Name of Architect I ~fir td &$ P ~ Address Phone No Name of Contractor ,Jh~t, Pe"rl~ ~q,t,'l Address I:~,a~m)~c~- ~M' Phone No. 15 a. 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. NO ,/ NO V 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 %7~..1~. ~ C~IS being duly swom, deposes ~d says that (s)he is the applic~t (Name of individual si~ng comract) above named, (S)He is the (Contractor, Agent, Co~orate 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 ali 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. 200? MELANIE DOR0$KI NOTARY PUBLIC, State of New Ym~ No. 01D04634870 Qualified in Suffolk County Commission Expires September Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M. #: District Section Clock Lot THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATERr GRADINGr DRAINAGE AND EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Yes No 1 2 3 4 5 6 7 8 9 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all run-off created by site cleadng and/or construction activities as well as all Site improvements and the permanent creation of imperious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This Item shati include all Proposed Grade Changes and Slopes Controlling Surface WatarFIowl Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade involving more than 200 Cubic Yards of Material within any Parcel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Is there a Natural Water Course Running through the Site? Is this Project within the Trustees iuHsdiction or within One Hundred (100') feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fiffeen (15) feet of Vertical Rise to One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any Item Within the Town Right-of*Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercoume? I -IZ NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Perrnitl EXEMPTION: Yes Nc, Does this project meet the minimum standards for classification as an Agricultural Project2 Note: If You Answered Yes to this Question. a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Required! __ __ STATE OF NEW YORK, COUNq~ OF ...~l,9~.~.~.~L.t¢- ............. SS That I ............ ~.!.~ ............................ being duly sworn, deposes and says that he/she is d~e applicant for Permit, (Name of indi¥idual sigaing Document) Aa~d that he/she is [he ............... ~ ................................................................................................................................ Owner and/or representative of [he Owner of Owner's, and is duly authorized to perform or have perlk)rmed [he said work and to make and file this application; that all statements contained in this application are true to [he best of his knowledge and belief; and that [he work will be pe~{onned in [he manner set forth in [he application filed herewith. Sworn to before me [his; ............ .......... Notary Public: ""~"~'""-M~ANIE D0'R~S)'" ...................... FORM. 06/07 NOTARY PUBLIC, State of New Y0~ No, 01D04634870 Qualifie~ in Suffolk County Commission Ex, ires September 30, ?_.Z){ b New York State Department of Environmental Conservation Division of Environmental Permits SUNY@Stony Brook; 50 Circle Road; Stony Brook NY 11790-3409 Telephone (631) 444-0365 Facsimile (631) 444-0360 Alexander B. Grannis Commissioner LETTER OF NON-JURISDICTION Mr. Jerry Callis P.O. Box 537 Southold NY 11971 October 25, 2007 NYSDEC # 1-4738-03758/00001 2350 Paradise Point Road Southold NY SCTM # 1000-81-3-19.3 Dear Mr. Callis: Based on the information your agent submitted and additional Department information, the New York State Department of Environmental Conservation has made the following determination. The portion of the referenced property that is landward of the existing functional concrete seawall greater than I00 feet in length and constructed prior to 8/20/77, as verified on A~roGraphics Corp. aerial photograph (exposure # 73-2048) dated 4/6/76, is beyond the jurisdiction of Article 25 Tidal Wetlands. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter will remain in effect as long as the concrete seawall is considered functional. Please be further advised that this letter does not relieve you of the respons~ obtaining any necessary permits or approvals from other agencies. Ve ly yo~s, ~e~uA. Wieland ty Permit Administrator CC: Marine Habitat Protection Suffolk Environmental Consulting, Inc. file BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 6759 DATE: NOVEMBER 14~ 2007 ISSUED TO: JERRY CALLIS PROPERTY ADDRESS: 2350 PARADISE POINT ROAD~ SOUTHOLD SCTM# 81-3-19.3 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 14, 2007, and in consideration of application fee in the sum of $250.00 paid by Jerry Callis and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board .of Trustees authorizes and permits the following: Wetland Permit to demolish the existing gingle-family dwelling and construct a new, smaller single-family dwelling with attendant sanitary system, with the condition of the installation of gutters and drywells to contain roof runoff and in accordance with Chapter 236 of the Town Code-Storm Water Runoff, a line of staked hay bales to be installed 25' seaward of the house prior to construction, and as depicted on the project plan prepared by Suffolk Environmental Consulting, Inc., last dated November 15, 2007 and received on November 16, 2007. 1N WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. Bob Ghosio, ¢ 51JRVE'f OF PROPERT"r' 51TUATE~ I~A'fVIEIN TOHN, 50UTHOLP 5UI=F:OLK C, OUN'TY, NY 50FFOLK ~::2UNT'r' TAX # IOOO - ~,1 - O~' - I<;I.~ Tes~ Hole ®eosoienoe I 17¸ ~I{C;AYATION FOR SANITARY BY HEN,.I'~ NOTES, HONUHENT FOUt'~2 ELEVATION~ t~EF. N~VD '2q DATUM AREA = 154,42:~ Sq.. Ft. Ot~ ~.5451 Acres ~t~APHI~, 5~,ALE I"= IOO' P--O~I N$ON ROAD KEY' MAP N.T.5. ON R.~QUIRED i~69o55'00-W POLE DETAIL SC, ALE 1"=80' JAbandonmcnt of existing sanitary system must be ir corn fonnance with department requiremem Submit /q~ 7 con )ictcxt form WWM-.~[~¢,(2_ as proof. DATZ [/ APPROVED ~ EXPIRES THR[E 1011.75' 280.67' SUFFOLK COUNTY D~pARtHg~T OF HE,~T# SzNvlc[s PERMIT FOR APPROVAL Or CONSTRUCTION FOR A $~#GL£ FAmLV R£$~Dr~¢£ ONlY / JOHN C. EHLERS LAND SURVEYOR 6 EAST ~ STREET N.Y.S. LIC. NO. 50202 RIVE~, N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Compoqn,~veApros\07X07-186a.pm 5URVE'r' OF PROPERTY 51TUATE: TOI~IN: 50UTHOLP 5UFt=OLK ¢_.,OUNT~, I~' FOUNDATION LOOATION 0~-2c:1-200E~ FP-OE~INSON P-OAC' ELIFFOLK ~ TAX # IOOO-¢1 - OB- T~st Hole i'dcZ~ono Icl ®eosoience tel= KEY HAP N.T.~. 17¸ NOTES= HONUHENT FOtJNP ELL~CATION~ REF. N~VD '2q PATUH At~EA: 154,42~ 5q.. Pt. OR ~_5451 A~res ®RAPHIO SC, ALE I"= I00' I 1011.75' 0 6 EAST MAIlq STREET N.Y.S. LIC. NO. 50202 R1VERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Compaqserverkpros\07~07-186 foundation locat JOHN C. EHLERS LAND SURVEYOR 5:~IF~ME'r' OF PROPERT'r' 51TUATI~, TOI~IN, 5OUTI-IOLD 5~FFOLK OOUNT~, NY 5U~,ME-='FED 5~IFFOLK OOUNTY TAX # IOOO- ~1 -OB- NOTE~: · F'IONOI~SNT FOUND ELEYATION5 REF. N~VP '2~1 DATUM AREA = 154,425 Sq. Ft. OR ~.5451 ~RAPHIO ~ALE I"= IOO' F~OBINSON F~OAD S I T E MAP N.T.5,. ~59o55'~"W 489.25' DETAIL JOHN C. EHLERS LAND SURVEYOR 6 EAST MA~ STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Compaqservefipros\0~07-186a.pro .,SLIRV'E"f OF PROPERTY' 51TUATE: BAYVIEI, N TOP, IN: ~t'-IOLD 5tJFFOLK. C, OUNTY', NY .5~RMEY'EP 0~-25-200-'1 Fot)NPATION LOOATION 04-2q-2008~ HEALTH [)EPT. R.EMISION 04-~::)-200¢ FINAL 01-0"/-200~ .SUFFOLK OOt~lT"¢ TAX # I000 - ~1 - OD - Iq.~ 5t~=FOLK ¢_,OUNTY DEFT. OP HEALTH 5,ERVIE, E5 REP. NO RIO- 0-1-0112 t~.OE~IN~ON P~OAEP HAP N.T,~. NOTES; · MONUMENT FOUN,P AREA = 15~-,42~ 5x;L. Pt;. OP. D.54DI ~re~ ~t;~.APHIC.. ~f-.-ALE I"= I00' 1011.75' JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-%Compaqsetvefipros\07~07-186 FIAIAL.pro .SURVE'f' OP PROPER-Ih' 51TUATE: BA'r'MIEPi TOYtN; .GUFFOLt( COUNTY, NY 5UF~MIE'rlED 0~,-25-200'7 FOUNDATION LOC, ATION 04-2q-200~ HIEALTH Ot=PT. R~¥1~ION 04-~0-200~ FINAL OI-O-I-200q 50F--FOLK C, OUNTI' TAX # [OO0 - DI - O3 - Iq.D SUF'FOLK C, OUN'FY DEPT. OF: HEALTH REF. NO RIO- 0-~- 0112 C-"B.~T[!MLE. D TO: ~-~Y 1. CALL~S T MONIJt,~ENT POUN~ AI~.A = 1.54,42D ,Sq.. Ff.. OR D,5.451 ®F?.APHIC, S(.,ALE~ I"= IOO' I~OE~IN~ON ~OAP C) KEY MAP N.T.5. / U POL~ O ~ . /~~~~ . ~,~ N69oss,~.W 489.26' ~TAIL ~E I"=~0' / 1011.75' RECE JAN 2 SUFF. "" 0F!: ::;E '" ' ~HN C .... ~- ..... ·EHLEES LAND SURVEYOR ~.09~.//6 ~ST ~ S~ N.Y.S. LIC. NO. 502~ ~, N.Y. 11901 369-8288 F~ 369-8287 ~F.-~Comp~er~osX~07-186 ~.~ SURVEY OF: PROPERTY 51TUATE, BA'CV'IEH TOINN: 5<~JTHOLID SUFFOLK COUNT'Y, N'r' E~JRVE'r'ED 0&-25-200~ FOUN[2ATION LOOATION 04-2~-200~ HEALTH 12EPT. P-.:EVISION 04-D0-200~ FINAL 01-0~-200~ E, UFFOLt~ COUNTY TAX ~ I000- ~ - 05 - Iq.5 0 ~ KE'r' HAP N T 5 NOT~S~ · ~dONUi'dENT FOUNiD AREA = ID4,42D 5ov Ff., OR D.5451 Acc~s ®RAPHIO SOALE t"= I00' C. EHLERS LAND SURVEYOR EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 1190t 369-8288 Fax 97~8~ REF.-\\~ompaqserver\pros\07~07- 186 FINAL.pro ~UILDING DEPARTMENT NOTES ?c~p~ency Group R3 . _ Co~uct!on Claes luildlag Type New 'i~PE VB 1. N[ work shell comply with N.Y. State Undorm Fire prevention and Building Code dBC) a~d NFPA 101 (~oda for Sa[eh/and Life from Fire in Bulidings m Structures latest edillan.) ' ' ~'~ = nta~onne d and herd wired comblnedon emoke al,a,~r~. ~'/I cmbon monoxide alarm as par'Realdential Code et " BC) Section R317 and NFPA 77-r 2. interior fialsh shall be as per Residential Bud ng Code of NYS' (iBC) Section R3t9 3. Provide mliflclal light and verdllatlon in conformance with Section R303 4. Fire slap verdcal spaces in walls and pardUona at fl~or level, ceiling, and all furred spaces not la exceed 10 feet hodzontol and vertical 5. Plastic materials shall conform to the 'Residential Code of NYS' (ISC) Section R31S 6. Plumbing shall co~lply with the ,Residential Code of NYS' (IBC) Pal'[ VII 7. Elacthcal Inalaflat on shall comply'with the Realdent~l Code of NYS' (IBC) Per~ Viii 8Occupied space shall have a m~nimum height conforming to the 'Residential Code of NYS' (iBC) Section R30S 9. Nonhabilable spaces will be ventilated by natural or mechanical venffialion c~nforming to the 'Roe denba Building Code Of NYS (IEC) Section R303. The minimum operable area o[the opening lot venUlatlan ehall conform to the 'Residential Building Code of NYS (II~C) Secbon R30O. 10 FiRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS Buildmg Element Fire Resistance Rating (Hours) Floor 0 Roof O the minimum live load In conE~mlty wilh the 'Raalbential Building Code ef NYS' (IBC) Semen R301 Minimum loads lot co~upenciee and ueel no[ included in the table shall be in conform~ with generally aceepted engineering standards. NYS' (IBC) Sec~on R301 end shall be ~epptiod normal to the mol~ ~urtoce, (In pour~ per square foot) USe Live Load ~im escapee 40 Attics with storage 20 merd~l~[la 20O TABLE 301.5; MINIMUM ROOF LiVE LOADS iN POUNDS-FORCE PER SQUARE FO( OF HORIZONTAL PROJECTION DESIGN LOADS First Floor hve toad 40.0 pay dead Ioed 5.0 pst total laad 45.0 paY Second Ftoor live load 40.0 pay dead Ioed urdt w~ight of jomla 2.5 pay unit weight of floor 2.5 psi totaltood 45.0 pay Rcoi live Icad 35.0 ps[ dead load unil w~ight of raters 2.5 psi ceiling 2.5 psi ahlhglea !,0 p~f ~, Genii ~c~r or any.~u~r~? or ma~dal ~u~l~ unless T~ enUr~ ,/~or~ ahaU be accurately framed, plumb, level and ti ue ?eH spiked and nailed e,*3d e~xtred ~t to la~ a Hgld ~re and to ~nsum even o a~ ~ ~ual ~ ~ annu~ ~, e~ es ~er ~ndardsfor~s~on, ams ~n Mus~beonea ~e (Typic0. g a~ng, Pe~a-C esn n~c ~ns & manula~refm ~a~ h~d~m. R301.2 (2) adj~s~ lot h~i~ht and ~sum per T~ R~.2 (3) of [~ NAIL NG scHE,0UEL PER: WOOD FRAME CONSTRUCTION MANUAL ANSl/AF&PA 2001 EDITION Suildlffg Etethenl INumbe~ and ~16d ~on ~h ~p i~o~r,E~-~) Z~d ea~ e~-' ~LL F~ING -- ~eed~ ~h~(Fa~l~) I~ [6' o c ate ~gee ~p ~ ~m ~ to ~d 3-~ .... ~r ~6 ~d 4-16d ~r ~ a~ Diet or ~ng (Fe~l~) 2-16d ~d~%tdp ~ ~am (F~nall~) 3-1~ s~ j~ial Bs~d ~rd ~ ~ll or top Diag~al b~ mbe~g , 1 xl0 or wider C~LING ~ALL SHEATHING ~r ~ ' 2-~ ~ ~p~ =LOOR SH~NG 9tru~um[ pane~ lxl0 ~ ~r ~ ~ aupp~ 'Nailing rlqUiremerds are baaed on wa~l sheathing nailed 6" on-cartier at the ./ r ~each }~oznt ISLAND SO ! Ira Haspel Arcl tect, P. C. in square toot for any struotural member -~o 201 to Over Roof slope 200 ~O 600 Flat or dso less than 4 Inches per root (1:3) 20 10 12 ~i-se 4 mche~ per f~t (1;3) to laos than 12 16 14 12 inches per foot ( 1:1 ) iRiee 12 Inchee per foot (1:1) and greater 12 12 12 A st'udurel ~ood jo,al~, ralthm, haarlem a~ gL~e~, unls~s oth~J~ Ihick, tho f~ shall pan~m ~r~ mo aheami~. Feetenem / PLUMBER ~RTIFICA noted, Shall ~,minimum Doug as FIr-La~ ~. z or ~fier, o~ u~ u ON,LEAD ~NT ~m~tN° ~ang~ob~lnmg la ~e~the am~qa~n ap~valn° to anYaf ~e~lte~.On ~ pm~ my be ~e bamr wi~ ~ d~ gnm nlmum Fb ~ PSh ~ = 75~l;r~~ = ~phalt ~gl~ s~ll have me minimum n um~ of lasmnem CE~IFICA~'OF OcCUPA~L' the ~[ wi~ ~t Ieee thafi S~ ~t~m ~r sl~p shingle (Due to 120 SOLDER USED iN WATER or fa ute la c~ny o~t the work n ace~dance with th~ ~Onfrl~dooum. e,~nt~, The Section R310 and R311 DESIGN CRITERIA AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND 3We-FAMILY DWELLINGS ~NFCM) 1995 HiGH WiND EDITION CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA /' "~DER,SON WINDOW AND DOOR NOTE: ALL ANDERSON WINDOWS AND OOO,R. S TO BE ' Doubtafremintgarouedalloparqnosudesso~he~ieenem. mphbeelcwlndspeed>, SUPPLY 5Y37~' dcANNOT and,~m~m~p.~ng~the~;~n-- ~ USE IS UN[ 4 NFUL R~uI~ "Eme~en~ ~pe ~ Rossi Openings" and dls~r~ am U ~ b~ught lo ~e A~l~s a~raon ~ me Ail d~alll 0~Me ~ shall hlve a ml~ bead. L ' ~auu~. ~ COMPLY WITH ALL CODES OF ~m~n ~ 1 ~Uons. NEW YORK STATE & TOWN CODE WINTER I UN~Y' H~I , metal~i ddp ~a~er ali win~ sod doors as ~imd, I ~ AS REQUIRED AND CONDITIONS OF , DESI~ ME~ OUT~ . Ium T 'X"as~ed), WiND ~UBJECT TO DAMAGE FROM ICE SMIELD FLOOD S~nda~ GROUND SEISMIC WINTER UNDE~[,AY- H AZ..A~ S Provide n LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED 500YR pmvtdetypl~l alta 50 pSF.~ ~ ;,;[;;-- C ~[E~/~E RE 4FT MQDERATEa. I~AVY SUeHT/I~ODERATE 11 REQL~IRED FLOODPLAIN be ~aped ~ l~ghta tOOO' ~1-03- DESIGN OR CONSTRUCTION Pu~UANT T0 CHAPTER 236 OF ~ ToWN CODL 1o -o d V-f '2,4 t Tt --t- H J ~Ag~M~flT 4"oo~c, ~h~ - ~6-Io/io ww P 84L o DA5 BM ,HT PLAN WARNING: It is a violation of the law for any person, unless acting under the dtrect supen4sion of a licensed architect, to alter any item in any way bearing the seal of an architect. If an alteration is made, the akermg architect sh~dI affix to bis item the seal and the notanon "Altered by:" followed by his signamxe, the date of such alteration, and a spedfic description of the alteration. /va Haspel Architect, P. C,' ND, CONSTRUCTION DOCUMENT DATE # RE~rlSION$ / / DATE (Copyright ~ lxaHaspel AllRightsReserved. ) ~,C.T, el, $0oo - 61-03 - 1'~ ,~ seal WARNING: It is ~ violation of the law for uny person, tmless acting under the direct supervision of a licensed ~rckitect, to alter any item in any way bearing the seal of an architect. If an alteration Is made, the altering architect shall affix to h~s item the seal and the notation "Altered by:" followed by his signature, the date of such alteration, md a spectfic description of the alteration. C / n / / ¢0 [ T Ii%sT FbO0i~ ?uA~' Ira Haspel ArcbStect, P. C. (Copyright © Ira H~.spel ~/7 ~,',wo~' 1 w~/o~ I All Rights Reserver,. FIIhST F{.O01~ ?~,AN O,C,T, ~. IOOO -~51 -o5 - 19,3 I 'l -j I ~beVATIOH ~OP~TH -I ~ol~'r H WARNING: It is ~. viohfion of the law for any person, unless acting under the direct superwsion of a ~icensed architect~ to alter any item n any way bearing the seal of an arcbtect. If an alteration ~s made, the altering architect shall affix to his item the seal and the notation "Altered by:" followed by his signature, the date of such alteration, and a specific description of the alteration. Ira/-/aspel Architect, P. C. C C)~*'J~UCTION DOCUIviENT DATE ~c~yright DAT~ WoWo-r Ira Haspel All Rights ReservedT-) 5.c,T, ~,~ looo WARNING: It is ,~ molation of the law for any person, ttnless acting under the dh'ect supervision of a licensed architect, m alter any Item ~n an'.,, way bearing the seal of an architect. If an alteration Is made, thc altering arclurecr shall affix to his item the seal md r_ ,, notadon "Altered by:" followed by __--I Ira Haspel Architect, P. C. o ATTIC GANAG~ UTIblTY ~ e. 9u~ ~A~, ~fl B MT CONSTRUCTION DOCUMENT DATE # PdEVISIONS Copyright © Ira Haspel All Rights Reserved. ~SCTIO/N~ ~ ~ I1% }'~ =1:o REScheck S, oftware Version f.p,.1 Compliance Cert,f,cate Project T~[le: Dr. Jerry J. Callis Repo~t Date 09118/07 Suffolk County, New York Detached 1 or 2 Family Non-Electric 29% 5750 Owner/Agent Fez f ,. I ~OOP ?~AI~ ?A~flLT '% ZS,4$W AI Z H T £) ~ II I · II ~ Co/Tr//y4/ou5 ZO/~D ?/~?H/rrP/o,4k W~; ~FCT/O/Y I%"-- I:O' It is a viohtion o£ thc law fat any person, unle~ acting under the direct supervision of a lke~sed architect, to alter any item in any way bearing the seal of an architect. If an alteration is made, thc altering architect shall a£fi~x to his item the sod and the notsdon "Altered by:" followed by his signature, the date of such alteration, and a specific de~cnption of the alteration. ira Haspel Architect, P. C. r CONSTI~UCrlON DOCUMENT DAlE # IU~VISlONS (Copyright © Ira flaspel All Rights Reserved. OoHT//YUO LI $ ~ OAO pR TH/ rr, ml O/~& ~/z4L£ s £ c TIOrl 6HER G 7' COlYJ~R Vxg T/OI'f CoMPUR~tO TJI~ dm jolsf.-- ~T2~ BLKG PANEL Must have 1 3/4' minimum joist bearing et ends JOIST Load beadng ' (must 9ta~ over wall below) squash blocks 8tscking panels may be required with shear walls above or below-see detail G~o,J~i,,S=i,,Qo U AS H BLOCKS ~DETAIL NOT USED 1 1/4" Timber'trend(~ LSL dm beard Must have 1 3/4" minimum Joist bebeng at ends For ~nfonmation on tsteral load capacities refer to current TlmberStrande LSL dm board literature ~RSTRAN_D'_ LSL. _RIM BOARD S---~R @ ~-'~D WALL Blocking panels may be required with shear waits above or below-see Web stiffeners requced each side See current Trus Joist MacMillan literature for web stiffener requirements ~JI INTERMEDIATE BEARING ALE'I":I'-O" NO LOAD BEARING WALL ABOVE 4'-0" length of 3/4' 8" diameter maximum hole may be cut in /'/ each blocking panel for 11 7lB"- 16" joists; ' 6" diameter maximum for g 1/2' joists or for blocking panels less than 12" long. Do not / cut flanges. joist ~p and bottom flanges with 8d (2 1/2') common nails at 6" n.c. When re~nforcing both sides, stagger nails to avoid splitting. face grain horizontal GLOAD BEARING CANTILEVER W/ SCALE: 1": 1'-o" REINFORCEH Load beefing above below) panel Web stiffanem required each side Floor Span Tables and Gane~il Notes in cori~nt True Joist MacMillan literature for exceptions ,CALE:I =1-0" SIMILAR @ STL BEAM Load from above 2x4 minimum squash blocks Use 2x4 minimum squash blocks to transfer toad from above to beating plate below .~.,.,tdl SQUASH BlOCkS @ LOAD 6',0" length of TJleJoist reinforcement and filler binds. Uae 4%0' length with 9 1/2' and 11 T/8" TJI joists? ~r maximum hole may be cut In each blocVJng panel for 11 718" - 18" jolMs; 6' diameter maximum for 9 1/2' joists or for blacking panels leas than 12' tong. Do tint cut ganges Altech TJle joist reinforcement te joist web 3 rows 1 Od (3') common halts at 6' n.c. clinched. Use 2 rows with 9 1/2' and '11 718" TJI® joists ~~.AD BEARING CANTILVER Ira Haspel Architect, P. C. Y .T T DT.,T,~qL, 5 AU Righ~ Reserved. 250 & 350 Jo[Ms TJl®/Pro~ $50 joists ~ 3-8d (2 1/2') box nails, chnched Web stiffener each sideU}. - TJI~/Pm,~. 150 joists: 112' x 2 5/16' minimum - TJi~/Pro 250 joists: 5/8' x 2 5/16' minimum 1.~ - TJi~lPro~ 350 joists: 1 · x 2 5/16" minimum ' 11 Tight fit 3-16d (3 1/'2") box nails 2x4 web stiffener Tight fit WEB STIFFENER A'I-I'ACHEMENT (1) Web stiffener material shafi b~ sheathing meeting the requirerne~nte of PS 1 or PS 2 with face groin verfilcel. (2) 2x4 construction grade or baffler. 1 1/4' ~mderStrand® TJl~oists am intended for 5/y-u~e, non-treated applications. )flange hanger TJFjolsts ere Intonded for dry-use, non-treated applk:ations. T Jla Joists may be cantilevered up to 1/3 the adjace span if not supporting coneentrated I~ds on the cantilever. Cantilevers exceeding 4 feet may require special consideration. Refer to our TJ-Beern~ or T J-Xpert~ aeftware or contact your Trus Joist 1,,=~,-0.NON BEARING CANTILEVER Web ~'~ners are rdeulred if the side~ of the hanger do not laterally support the TJ I~oisff top flange and per currenl Trus Joist MacMillan literature O~JI CONNECTION @ BEAM CALE: 1"=1 '-0" 2x_ nalred to th,~ side of the TJ~jolst with wood backer. Nstl through the TJ~oist and backer Into the 2x_ with 2 rew~ 10d (3") common nails at 8" o.c, and clinch. Use 18d (3 1/2") nails with TJ~/Pr~ 550 joief~. plate with inside face of wafi or beam O~JI CONNECTION @ STL BEAM TimberStrand LSL (or TJI joist) rim board or blocking for lateral support Parallam PSL or TimberStrand LSL column ~BEAM BEARING AT WALL SCALE: 1'=1'-0" Microllam LVL, Pamllsm PSL or Timbe~Stmnd LSL ~OAD BEARING CANTILEVER (3") box nails, clinched when (3%%20a.) side wRh TJi ~T~JI CONNECTION @ TJI LE: 1'=1'-O' per c~ls iftep p~ate Is~. Joist MacMifian literature for minimum beadog length. T~BEARING FOR DOOR OR ~'~""=~'-" WINDOW HDR Ira Haspel Aechitect, P. C. ~OuTHOPO ~ CO~'~'TIUC'~ON DOCUI~'T A li)" hole con Minimum distance from CHART A Minimum dMtance from CHART A _1 ~D1 I-ml2nLuDm~ -~ (also .applies to I'B hol~) Mlnlmum dletance from CHART B Minimum distance from CHART B '1' Do not cut holes larger than in cantilever HOW TO USE THESE CHARTS 1. Determine the hole shape (round, square or rectangular) and select the appropriate chart - A or B. 2. Under HOLE SIZE, locate the column which meets or exceeds the size of hole you require. 5. Use the first two columns to identify the Tdl ]Die'series and depth being used in your floor or roof system. 4. Scan right across the row until you intersect the column which contains the hole size. you selected. The value shown Is the required minimum distance from edge of the hole to the Inside face of the nearest support, CHART A - ROUND HOLES MINIMUM DISTANCE FROM INSIDE FACE OF ANY SUPPORT TO NEAREST EDGE OF HOLE DepthTJl Pro ROUND HOLE SIZE 2" 3" 4" 5" 6" 61" 7" 8" 6~" 9' 10" 100" 12" 120" 150 1'-0" 1'-6" 3'-0" 5'-0" 6'-6" 7'-6" 250 1'-0" 2'-6" 4'-0" 5'-6" 7'-6" 8'-0" 150 1'-0" 1'-0" 1'-0" 2'-0" 3'-0" Y-6" 5'-0" 7'-0" 8'-6" 250 1'-0" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" 6'-0" 6'-0" 9'-0" 110" 350 1'-3" 2'-0" 5'-0" 4'-6" 5'-6" 6'-0" 7'-0" 9'-0" 10'-0' 550 1'-0' 1'-6" 3'-0" 4'-6" 6'-0" 6'-6" 7'-6" 9'-0' 10'-6' 250 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 3'-0" 5'-0' 6'-0" 6'-6" 8'-6" 10'-0' 14" 550 1'-0' 1'-0" 1'-0' 1'-6' 5'-0*' 3'-6" 4'-6' 6'-0' 7'-0" 8'-0" 9'-6"'11'-0' 550 1'-0" 1'-0" 1'-0' 2'-6" 4'-0"14'-6" 5'-6' 7'-6" 8'-6" 9'-0" 10'-6 12'-0' 250 1'-0" 1'-0" 1'-0~ 1'-0" 1'-0" 1'-0" 1'-(~" 1'-6" 2'-6" 5-0" 5'-0" 6'-6" 9'-0" 11'-0' 16' 350 I'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 3'-0" 4'-0' 5'-0" 6'-6" 8'-0' 10'-6' 12'-6' 550 1'-0" 1'-0" 1'-0' 1'-0" 2'-0" 2'-6" 3'-6" 5'-0" 6'-0" 7'-0" 8'-6" 10'-0' 12'-0" 15'-6' CHART B - SQUARE OR RECTANGULAR HOLES MINIMUM DISTANCE FROM INSIDE FACE OF ANY SUPPORT TO NEAREST EDGE OF HOLE DepthTJIfPro SQUARE OR RECTANGULAR HOLE SIZE 2" 5' 4" 5" 6" 61" 7" 6' 86' 9" 10" 100" 12" 120~ J *Rectangular holes baaed on measurement of Iongesst side. DO NOT CUT OR NOTCH FLANGE GENERAL NOTES - If more than one hole is cut into the web, the distance between the edges of the holes must be et least 2x the length of the Jar(jest hole. - Holes may be located vertically anywhere within the web, Leave ~" of web minimum at top and bottom of hole. - TJI eJolsts are manufactured with 16" perforated knockouts in the web at approximotely 12" on-center along the len(jth of the joisL - Distances in the charts shown ere based on unlformly Iouded joists using the moxlmum Ioods shown for any of the tables listed within current True Joist MacMillan Ilteroture. For other IDeal condltlons or hole conflgu- rotlone not included In these cherts, refer to our T J-Beam soft. are or contact your True Joist MacMil~on repreeentotlve. - For simple sport (5 foot minimum) uniformly Iooded joists meeting the requirements of current True Joist MocMillan literature, one moxirnum size round hole may be located et the center of the joist sport provided no ether holes occur in the iD[st. DO NOT cut into joist flanqes when cuttlnq out web. FULL WEB DEPTH RECTANGULAR HOLES ARE ALSO POSSIBLE. CONTACT YOUR TRUS JOIST MACMILLAN REPRESENTATIVE FOR ASSISTANCE. / Structural exterior sheathing/ 1~" diameter lag bolt Allowable load Is 325 lbs. per I/Z' diameter lag bolt ERIOR DECK A'I-I'ACHMENT 1 l/4'TimberStrend LSL dm boan~ MICROLLAM LVL Minimum of 2 rows 16d (3 lr2") nails · M~nlmum of 3 rows 16d (3 1/2") nails al 12 o.c. for14,16 and 18 beams Multiple pisces of Mlcrchem LVL can · be nailed or bolted tngather to form a header or beam of the required size, up to a maximum width of 7 inches. For side-loaded multiple member beams, addibona~ nailing or bolting may be required. See current True Joist MacMillan literature. PARALLAM PSL Width Pieces: Minimum of 2 row~ 16d (3 1/2") nails MImmum of 3 rows 16cl (3 1/~") nails at 12" o.c. for 14", 16", and 18' beams Minimum of 2 rows 1/2" bo~ at 24" · o.c. abaggered Top ltange hanger See culTent Tn~a Joist MacMillan literature for framing c~n nectars BEA .TO BEAM CONNECTION SCALE: 1"--1-0 Parsiism PSL o~ llmberStrand LSL column with c~lumn cap Steel column wt~ c~umn cap Vedfy Parsiism PSL andl'FimberSlmnd LSL c~lumn capacity and beam bearing length. See current True Joist MacMillan litoratom. GBEARING AT WOOD OR STL COLUMN SCALE: 1"-- 1'-0" Web sltffenem required each aide psnel oBEAM ON COLUMN CAP SCALE: 1'=1'-0" GCONNECTION OF MULTIPLE PIECES OF TOP LOADED BEAMS SCALE: 1"=1'-O' 72[ BLKG/BRIDGE PANEL WARNING: of s lic~ s~ i M~ ~ ~~of~d~ Ira Haspel Arclaite, 't,P. C. TTI // Scale: 1" = 100' Proposed Owellino I [ 36.1' I I' I __1 lit! Site Plan/Drainage Plan For ,Terry Callis Situate: 2350 Paradise Point Road Southold, New York SC'TM # 1000-81-3-19.3 Prepared by: Suffolk Environmental Consulting, ]:nc. Bridgehampton, New York Date: November 15, 2007 broi · Calculations: Area of Dwelling: 2646 square feet Required Drainage for Dwelling (2646) (1) (0.17): 4~.9.82 cubic feet , Total broin~fl~ Provided: (3) (4' x 8 cylindrical leaching pools): 600 cubic feet APPROVED BY BOARD OF TRUSTEES TOWN OF SOUTHOLD DATE Peconic gay Straw Bale Fences Scale: 1" = 30' ~,..., How to Instill · Straw ~ Fence