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HomeMy WebLinkAbout42672-Z Town of Southold 2/14/2019 P.O.Box 1179 ., 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40212 Date: 2/14/2019 THIS CERTIFIES that the building DECK Location of Property: 2450 Lighthouse Rd., Southold SCTM#: 473889 Sec/Block/Lot: 50.4-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/1/2018 pursuant to which Building Permit No. 42672 dated 5/11/2018 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 an existing one family dwelling as applied for. The certificate is issued to Conte, Steven&Dorren&Ano. of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42672 2/5/2019 PLUMBERS CERTIFICATION DATED ut ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42672 Date: 5/11/2018 Permission is hereby granted to: Conte, Steven 256 Nassau Ave Manhasset, NY 11030 To: additions and alterations to an existing single family dwelling as applied for. At premises located at: 2450 Lighthouse Rd., Southold SCTM #473889 Sec/Block/Lot# 50.-4-10 Pursuant to application dated 5/1/2018 and approved by the Building Inspector. To expire on 11/10/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $293.60 CO -ADDITION TO D G $50.00 T al: $343.60 Building Inspector 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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,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: (checc/k one)) Location of Property: House No. Street Hamlet Owner or Owners of Property: ��� + Suffolk County Tax Map No 1000, Section �� Block Lot O Subdivision /- hh Filed Map. Lot: Permit No. �Ip d— Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: , / Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ s Applicant Signature hO��pF SO!/jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1 179 G Southold,NY 11971 0959 '`O • �o roger.richertl�town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Steven Conte Address: 2450 Lighthouse Rd City- Southold St: New york Zip 11971 Building Permit#- 42672 Section. 50 Block: 4 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA. Jim Shaw Electric License No 33381-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 2-GFCI recpticles on rear deck Notes: Inspector Signature: --— Date: February 5 2019 81-Cert Electrical Compliance Form.xls pG SOUTyo6 # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2NDXFINAL SULATIONA ♦� ,/n -/LFRAMING / STRAPPING k V�iv/< <{�%%% [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: CAI 3 �h —p / y urc�G ra✓ DATE ?J' D INSPECTOR OP SOUTyy6 * # TOWN OF SOUTHOLD BUILDING DEPT. g"comm` 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SUL [ ] FRAMING /STRAPPING [ FINAL �e- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATEINSPECTOR ho�yOf SOUTyO6 # # TOWN OF SOUTHOLD BUILDING DEPT. e 765-1802 INSPECTION FOUNDATION 1ST ROUGH PLBG. T�6'7 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ( ] CAULKING REMARKS: DATE INSPECTOR 5�E R MA/, �I �JE)c SHERMAN ENGINEERING &CONSULTING P.A. 14 NELmAR AvE ST AUGUSTINE,$ FL 32084 Review and Certification of Constructed Works July 3, 2018 Town of Southold Building Dept. Re: Deck foundation piers; Conte property, 2450 Lighthouse Rd Southold, NY A representative of Sherman Engineering & Consulting PC inspected the excavated pits for the construction of poured concrete footings to support the deck as shown on plans from Sherman Engineering & Consulting, PA dated 4.30.18. The excavations extended a minimum of 36" below grade and were filled with plain concrete. Please contact me if you require additional information concerning this matter. Very trul o rs Mat ew Sh , PE NY Lic No 083584 F -- D AUG 302018 1 D T- ,�,/ BUII•D�UTHOLD l TOWN OF SO CML ENGINEERING DESIGN SITE PLANNING PERMITTING FIELD INSPECTION REPORT ATE COMMENTS r,,.,,t1w.i FOUNDATION (1ST) QFsft wwJ ------------------------------------ r C 'FOUNDATION (2ND) l vZ O ROUGH FRAMING& PLUMBING INSULATION PER N.Y-. y STATE ENERGY CODE A. h ^_., l 1 S V4 AV UwAJ w FINAL L Q ADDITIONAL 904IMENTS 3 ` r ♦ 0 ir. r a m CZ G � �d b y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING P,EPARTMENT Do you have or need the following,before applying? TOWN%ALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 L Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 D [Ef �(�(�/7� Single&Separate J! �f D Storm-Water Assessment Form l Approved 1 ,20 MAY - 1 2018 NaCfrW oats7GfaTto: ,�,nr� ��w/c.� ��L-;t Disapproved a/c (ge f $'J: ..�v ,.. • Phone: Expiration_ ,20 OF S 0 LD It Building Inspector APPLICATION FOR BUILDING PERMIT Date April 30 P20 18 INSTRUCTIONS 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 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. £ Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. Olinkiewicz Contracting (Signature of applicant or name,if a corporation) PO Box 591 Shelter Island Hts, NY 11965 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer,general contractor,electrician,plumber or builder General Contractor Name of owner of premises Steven and Dorren Conte (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. 52130-H Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 2450 Lighthouse Rd Southold House Number Street Hamlet County Tax Map No. 1000 Section 50 Block 04 Lot 10 Subdivision Filed Map No. Lot r 0. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Home b. Intended use and occupancy Single Family Home 3. Nature of work(check which applicable):New Building Addition Alteration /In L Repair Removal Demolition Other Work 2 (Description) 4. Estimated Cost 000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 40.2 Rear 40.2 Depth 28.3 Height /i;�- Number of Stories r i' Dimensions of same structure with alterations or additions: Front Rear J-Z-z- Depth 4Pq-.3 Height /�` Number of Storied 8. Dimensions of entire new construction: Front /Z Rear__j Z Depth Height 91 Number of Stories 9. Size of lot: Front 189.84 Rear 190 Depth 104.95 10. Date of Purchase bd' 2o)6 Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premiAleven & Dorren ConVddress 2450 Lighthouse rdPhone No. Name of Architect Address Phone No Name of Contractor Olinkiewicz Contracting Address PO Box 591 11965 Phone No. 631-445-7324 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. 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. 18. Are there any covenants and restrictions with respect to this property? * YES NOIe�— * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) James Olinkiewicz being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the CCOr��/`�G!cow (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 tp_�efore me thi day of _20 V� No JRMW Signature ofApplic �1wA vbe m 0 7 M►ooinnrnion 1-Mid" BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Vb4n Hall Annex - 54375 Main Road - PO Box 1179 may • �Eg _ 1 ° Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(cDtown.sou thold.ny.us OV SOV00 PLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: S Date: Z. ) -if Company Name: —lkLam` 1't/ C Name: ' License No.: _ 3 3 3 i�) -N'r email: '.,.�5{,q->� �+�C �v,ev, Address: aJiZ� �" Phone No.: — 11 C — JOB SITE INFORMATION: (All information Required) Name: S T-t V.f,V vA� i Address: 3'0 t' h h i1u /If-71 Cross Street: Phone No.: 1— Bldg.Permit#: y 1 T1 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: PES Rough In Final Do you need a Temp Certificate?: Issued On Temp Information: (All information required) Service Size ,1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION (N 82-Request for Inspection Form.xis �� Olinkiewicz Contracting PO Box 591 Shelter Island Heights, NY 11965 631-749-3217 Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 RE: Building Permit#42672 Tuesday, August 28, 2018 To whom it may concern, Enclosed find the updated plans and certifications asked for at the last inspection. Thank you, James Olinkiewicz pF SO!/ryQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • OQ Southold,NY 1 197 1-0959 �y�4UNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD November 29, 2018 Steven Conte 256 Nassau Ave Manhasset NY 11030 Re: 2450 Lighthouse Rd, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: P//Electrical Underwriters Certificate A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 42672 —Add/Alt STREET ADDRESS 2450 LIGHTHOUSE ROAD SURVEY OF PROPERTY AT SOUTHOLD i TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK dh 1000-50-04-10 SCALE. 1'=30' APRIL 16, 2002 OCTOBER 12 2016 10yy�p 4i o F , x�b� Q• ,\ i 4 .� r� tf� a' y�dP 1�a9 CERTMED TO., STEVEN CONTE + DORREN CONTE �tQ SUSAN CONTE TRUST O� A���D RDEUTY NATIONAL 777LE INSURANCE CORN ANY 5 3,Z MOMJAENT ' So130 S LIC. NO.1230 TRAVELER STREET 49618 ANY ALFERA770N OR ADDITION TO THIS SURVEY IS A VIOLATION PECONIC S S, P.C. OF SEC770N 7209OF THE NEW YORK STATE EDUCA77ON LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CERT7FlCAIMS P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED.SEAL OF THE SURVEYOR AREA=19,436 S.F. 02-152 SOUTHOLD N.Y. 11971 WIND LOAD PATH CONNECTION 8c CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING USP METAL CONNECTORS OR APPROVED EQUALS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4" X 4" POST W/ 2" X 2" 2" X 8" ACQ LEDGER BOLTED EXISTING HOUSE z BALUSTERS & CAP RAIL TO HOUSE FRAME WITH STRUCTURE TO REMAIN r� "LEDGERLOK" SCREWS ® 16" 0. HANG D.J. FROM LEDGER WITH W Z 'z, warN- 4" MAX. SIMPSON LU28 CONNECTOR PFLOOR w " RIM BOARD " X 6" DECK BOARDS APPROX.EIGHT W ] Q F co 4" MAX C'ONTINOUOUSLY AROUND _ 4" DIA. MAXIMUM 2" X 8" ACQ D.J. 16" O.C. Z Z o 4" DIA. MAXIMUM 0 a PROV. H4 T GIRDER/HEADE . CONNECTOR GRADE c e z M 2- 2" X 10" ACQ GIRDER POST/COLUM BOLTED THRU POST M 4" X 4" ACQ POSTS ON �° 10" SONOTUBE W/ POURED CONCRETE FOOTING, FLARED 20" X 8", 36" BELOW GRADE STAIR RAILING DECK/PORCH RAILING (TYPICAL ALL FOOTINGS) ENG1�$ POST—TO—GIRDER/HEADER CONNECTION 1-1/2" SPACE USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS DECK SECTION MINIMUM SCALE: 4" = 1 '-0" HANDRAILS POST POST 20'-0" BALUSTERS RIM/DECK JOIST-- - 1 OPEN BALUSTER ATTACHED TO WALL a CONCRETE PI a HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS POST—TO—DECK CONNECTION SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS DECK POST FTG. CONNECTION PROVIDE AN EQUIVALENT GRIPPING SURFACE LOCATION USP NUMBEk DESCRIPTION APPLICATION 4X4 POST PAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH FOOTING " X 6" DECK BOARDS FLASHING TUCKED UNDER TOP PIECE OF SIDIN3 AND o LAPPED OVER FIRST CONTIN. 1 STAIR TREAD PIECE OF SIDING BELOW 1/2" DIA. LAG BOLTS W/ WASHERS RIM BOAR CONNECTED TO BLDG. 016" OC I. JOIST DECK PLAN STRINGER FLOOR FRAMING 2x JOISTS SCALE: 4" = V-0" o UJ GIRDER/HEADER U m BLOCKING FO JOIST HANGER w STRINGER TO DECK/PORCH CONNECTION LAG BOLTS a = RIM JOIST / BD. _ U) SPLICED JOISTS OVER HEADER GIRDERW N PROVIDE 6" POURED CONCRETE ~ LOCATION USP NUMBERDESCRIPTION APPLICATION PAD UNDER STAIR STRINGERS; o w JOIST TO GIRDER/HEADER I RT10 JTYDOWN MXHOR CONNECT TO EACH JOIST DECK/PORCH LEDGER CONNECTION VERIFY EXACT LOCATION IN FIELD N 9'-0" 9'-0" > m Qo m oro 10" ACQ GIRDER 4'_0" > La � o 4" X 4" ACQ POSTS ON DECK 8c PORCH NOTES: 10" SONOTUBE POURED _ CONCRETE FOOTING, 6 � 0 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. 36" BELOW GRADE Y � All fasteners, hangers and anchors to be galvinized or stainless steel. U (TYPICAL ALL FOOTINGS) a 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. o o _ O W w Girders on concrete piers shall be anchored with proper steel connectors anchored CLIMATIC 8c GEOGRAPHIC DESIGN CRITERIA N 00- GROUND °= (n >- into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. b � z GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD x 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS (V @) a Use a minimum 1 2" dia x 7" tong anchor bolt with washers and nuts. Footings Shall LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED0 be 4 ft. below grade. 2" X 8" ACQ LEDGER BOLTED 0-- ❑ Y o MODERATE SLIGHT T _ 0 = 45 LBS 140 B SEVERE 3 FT. 11 NONE TO HOUSE FRAME WITH 5 0 z 4). Deck joists to have blocking at 8'0 o.c.. TO HEAVY MODERATE 4'-1 1/2" }- 5 . A minimum of 10 inch flashingshall be installed between the buildingand ledger. HANG D.J. F SCREWS ® WITH 0. .; o _ = v Ledger to be fastened to building ith 1/2" dia. bolts with washers andnuts9 HANG .J. FROM LEDGER WITH I 0 N at 16" o.c. SIMPSON LU28 CONNECTOR "' Ll 6). Concrete piers shall be a minimum 6" above grade. 0 F a 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored 20_0^ z Q (n w to girder(s). -' O Ln w EXISTING POURED Qp� L6�✓ Z FOUNDATION WALLS [8 .—= N TO REMAIN D % �-� DECK FR AUG 3 2018 0 AMiNG PLAN Z � o Z Z r- o N z SCALE: „ = V-0" BUILDTNGDEPT. Q Z Q TOWN OF SOLTIIODDG i . _` < c� maw zp& WIND LOAD PATH CONNECTION CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING USP METAL CONNECTORS OR APPROVED EQUALS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4" X 4"-POST W/ 2" X 2" 2" X 8" ACID LEDGER BOLTED EXISTING HOUSE BALUSTERS & CAP RAIL TO HOUSE FRAME WITH STRUCTURE TO REMAIN ¢ d 0 "LEDGERLOK" SCREWS @ 16" 0. N 000 HANG D.J. FROM LEDGER WITH IT, e MAX. SIMPSON LU28 CONNECTOR Do FLOOR HEIGHT 4" MAX. 1" X '10" RIM BOARD X 6" DECK BOARDS APPROX. C4 CONTINUOUSLY AROUND co 4" DIA. MAXIMUM 2" X 8" ACQ D.J. 16" O.C. ;2� zo 4" DIA. MAXIMUM 0 U LO PROV. H4 40 7 16 " 0'\\' WITH OR )N 2D X R GIRDER/HEADE CONNECTOR i. o GRADE (��._I Z6 � r 0 2- 2" X 10" ACID GIRDER—/ POST/COLUN4N--E) BOLTED THRU POST 071 4" X 4" ACID POSTS ON 10" SONOTUBE W/ POURED e-, U`.,i U L CONCRETE FOOTING, FLARED 20" X 8", 36" BELOW GRADE Tft DECK PORCH RAILING (TYPICAL ALL FOOTINGS) STAIR RAILING r% 7: C4 U POST-T O-GIRDE-B JH_ADER CONNECTION F —� i 4. 17 J USE MIN. (2) 1/2- DLA. G&,V. BOLTS W:TH WASHERSANDNU7i, DECK SECTION 1-1/2* SPACE [11 CO MINIMUM SCALE: HANDRAILS117OR POST 0 E) POST c(j-MPLY WITH ALL CODES OF 8'-4- NEW YORK STATE & TO N CODES F­1 M P,=.J-e�­ q=&S-QF BALUSTERS RIM/DECK JOIs4 I AS REQUIRED -- "I, 9A 0 OPEN BALUSTER ATTACHED TO WALL CONCRETE P1111 SOUTaD TOW1, i LAN HANDRAIL CONNECTION SOUTHM TOWN',RUSI ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH --------- OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS POST-TO-DECK CONNECTION N.ytc SHALL NOT BE LESS THAN 1-1/4- NOR MORE THAN 2- IN f CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL USE MIN. (2) 1/2- DIA. GALV. BOLTS WITH WASHERS AND NUTS DECK POST FTG. CONNECTION PROVIDE AN EQUIVALENT GRIPPING SURFACE LOCATION USP NUMBER DESCRIPTION APIPLICKfION 04 POST PAU44 OR WE44 POST BEAM ANCHOR APPLY TO EACH FOOTING X 6" DECK BOARDS RETASTORWATER RUN'OFF PURSUANT TO CHAPTER 236 OF THE TOIA111 CODE. FLISHING TUCKED kINDER TOP PIECE OF SIDIt,(- AND LAPPED OVER FIRST CONTIN. PIECE OF SIDING BELOW STAIR TREAD 1'/2" DIA. LAG BOLTS W/ WASHERS CONNECTED TO BLDG. @16" OC RIM BOAR JOIST DECK PLAN STRINGER E) n_ o UJ FLOOR FRAMING 2x J0'ZS'rS SCALE: 1 $-0" GIRDER/HEADER BLOCKING FO JOIST` HANGER PROVIDE 6" POURED CONCRETE 0' LAC, BOLTS 4'-0 STRINGER TO DECK/PORCH CONNECTION +_ PAD UNDER STAIR STRINGERS; 4k7 9 DFRA FRAMING 2, J� JOIE TS T. --+/- RIM JOIST / BD. VERIFY EXACT LOCATION IN FIELD SPLICED JOISTS OVER HEADER/GILDER MAY 1 'T LOCATION 1USP UMTDL 'y''ON =AIIPLIGATION 0 TYDOwICHOR CONNECTDECK/PORCH LEDGER CONNECTION 91-0. .JT . (n M TOWN OF SOU711 TOLD M "-te ACID GIRDER 4" X 4" ACQ POSTS ON " SONOTUBE POURED DECK & PORCH NOTES: 100 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. CONCRETE FOOTING, All fasteners, hangers and anchors to be galvinized or stainless steel. 36" BELOW GRADE 0 U .1 (TYPICAL ALL FOOTINGS) (3 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. 0 0 Li >_ 0 piers - 00 r �;7 Girders on concrete , shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA (0 GROUND WIND SEISMIC FROST WINTER ICESHIELD (n 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing, T) FLOOD J Use a minimum 11/12' dia x 7" long anchor bolt with washers and nuts. Footings Shall SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY D°:SIGN 'SIGN JNDERLAY�,EN HAZARDS 114 @ n 0 0 LOAD (MPH) CATEGORY DEPTH Ti,_w-,% REOUIRF-D UJ be 4 ft. below grade. MODERATE SLIGHT T 2" X 8" ACQ LEDGER BOLTED 0 _J a 45 LBS 140 B SEVERE 3 FT, 11 N 0 N TO HOUSE FRAME WITH 5" 0 2F 4). Deck joists to have blocking at 8'0 o.c.. TO HEAVY MODERATE 0 "LEDGERLOK" SCREWS @ 16" 0 5). A minimum of 10 inch flashing shall be installed between the building and ledger. HANG D.J. FROM LEDGER WITH in L,dyer to be fastened to building with 1/2" dia. bolts with washers and nuts 0 1 SIMPSON -LU28 CONNECTOR CA) at 6" o.c. LJJz 6). Concrete piers shall be a minimum 6" above grade. - — - — - — - — - — - — - — - — — — - — - -4 F= 0 0 < 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored 20'-0" I Z 0 to girder(s). q Ln EXISTING POURED CONCRETE N ro z FOUNDATION WALLS & FOOTINGS TO REMAIN Of a LU in DECK FRAMING PLAN z 5 V) 35'B" < z 0 q- < SCALE: OF. < L61_<018 E�