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HomeMy WebLinkAbout48274-Z o��g11FFOl �o � Town of Southold 11/16/2023 K G a E P.O.Box 1179 y 53095 Main Rd y�4 ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44740 Date: 11/16/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 955 Pequash Ave.,Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.-7-22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/1/2022 pursuant to which Building Permit No. 48274 dated 9/8/2022 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 alterations and outdoor shower to existing single-family dwelling as applied for. The certificate is issued to Kennedy,Kevin&Anna of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 9/2/2023 G Fisher Aut zed gnature �guFF01A, TOWN OF SOUTHOLD BUILDING DEPARTMENT N x 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#: 48274 Date: 9/8/2022 Permission is hereby granted to: Kennedy, Kevin 182 Mayfair Ave Floral Park, NY 11001 To: construct deck alterations and outdoor shower to existing single-family dwelling as applied for. At premises located at: 955 Peguash Ave., Cutchogue SCTM #473889 Sec/Block/Lot# 103.-7-22 Pursuant to application dated 8/1/2022 and approved by the Building Inspector. To expire on 3/9/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $227.20 CO-ADDITION TO DWELLING $50.00 Total: $277.20 Building Inspector pf So.�T�o! Town Hall Annex i� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959Q + �� CIEOW� VUNY`i, I J SEP 1 1 2023 BUILDING DEPARTMENT TOWN OF SOUTHOLD BUILDING DEPT, �"p'I�6p1, CERTIFICATION Date:&Q+ 2 10 2"3 Building Permit No. 48 cll- I Owner• C (Please pri t) • Plumber:. -0, t 1 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 0�5/OE' S11QVGr;'21 (Plumbers Signature) Sworn to before me this day of 20 05FNOTARY SEPH TULRNE UBLIC,STARK ration No.O lified in Suffolk on Expires: Notary Public, ��,�e1 County jL SOUTh°� �,I # TOWN OF SOUTHOLD BUILDING DEPT. -oum, 631-765-1802 INSPECTION [, FOUNDATION 1 ST'rko S [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REM KS: V � l DATE It lot INSPECTOR �o�,*l SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKINrG [ ] FRAMING /STRAPPING [ FINALk it A4 -- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: s b DATE a 70 Y INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS V- 4114 I i 0 Ir ri oo N �FOUNDATION(1ST) J y ------------------------------------ c 'ct'^C FOUNDATION(2ND) o nm t z � W H ROUGH FRAMING& J PLUMBING CA `N INSULATION PER N.Y. l ,y STATE ENERGY CODEIA C i O. C pl FINAL ADDITIONAL COMMENTS +co Ql 0 4Ac� Z m rb W y C � z x x d b H 1 �o��SOfFOI��o TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631)765-9502 hitt2s://www.southoldtownnygov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 2 Building Inspector: AUG 0 12022 Applications and forms must be filled out.in their entirety.Incomplete applications will not be accepted. Where the Applicant is not.the owner,an BUILDING DEPT. Owner's Authorization form(Page 2)shall be completed. \ TOVVM OF SflUTI-IOLD Date: f Z,2— OWNER(S)OF PROPERTY: Name: `��`/�,� -� 7/l1f� �7��1/i✓�tj/ _, SCTM#1000- )Q Project Address: C [ k( /'e 0d lril� d v t�-,.A) Phone#: z C� ��rz-� Email: ���7 C�� 4� 6 C Mailing Address: ^7 CONTACT PERSON: Name: �/ c�i(J✓�'IJ-.�7Pi�✓vr2 Mailing Address: Phone#:�j � 9'6p Email: DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: r Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION El New Structure ❑Additi n Alteration ©Repair ❑Demolition / Estimated Cost of Project: ❑OthereX'/.Si.k e,—K /L,.Oj G`4 Ire� n � /"0- L $ /U t O Will the lot be re-graded? ❑Yes o Will excess fill be removed from premises? ❑Yes ❑No 1 , 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants an restrictions with respect to this property? ❑Yes 51146 IF YES,PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.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,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(s)for necessary inspections.False statements made herein are punishable as a Class.A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): A PjnJ ❑Authorized Agent f Owner Signature of Applicant: Date: STATE OF NEW YORK) SSS::- y COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contra above named, (S)he is the lA) f- (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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this St -7tpN 5�".A day of--A 20 otary Public TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01 DW6306900 (Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2.Qn1,(p I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 �1 . 'LOT COVERAGE PROP. LOT COVERAGE LOT AREA LOT AREA 10,965.86 S.F. = 0.25 AC. II I 10,965.86 S.F. = 0.25 AC. LOT CLEARING AREA RESIDENCE = 1309.65 10,965.86 S.F. = 0.25 AC. AUG .0 1 2�7 RESIDENCE = 1309.65 SHED(S) = 144.00 10,965.86 S.F CLEARED SHED(S) = 144.00 PATIOS/WALKS = 496.35 100% LOT CLEARED DECKS)/WALK(S) = 743.10 DECK(S) = 509.02 BUILDING G DEPOT 1POOL = 288.01 7., TMIN OF aC1UTi-1.,L� n TOTAL = 2459.02 S.F. TOTAL 22.4% LOT COVERED 22.6% LOT COVERED LAND N/I THE CASEESTATES N 44052030"' E 199. 34 ' I 25S 2.1's� 1.1'N 6' CFE o 1.2'N �^ -- _ GEL LEGEND `� 4' PVC F:. O -• m 0 MONUMENT FND C o I'' 4.3' O I.P. /I.B. FND HED CAD • I.P. /I.B. SET N 40 7, --------- -- xl�� SPOT ELEVATIONS I I — 44.0' `V �� UTILITY POLE O I - PROP. POOL '% " >-- GUY WIRE (24' x 12') 30.0 4.5 o O E UTILITY POLE W/LIGHT O i � - / /,27.5 / /J, o�, Nr :A O j'�` LIGHT POLE " I 2 STY. ' � SIGN " N " FIRE HYDRANT � I o FR. RES. C PVC FENCE (PVC) #955 (A a 13.4' STOCKADE FENCE (STK) W —X— CHAIN LINK FENCE (CLF) ASPHALT DRNEWAY MASONRY = / Q I — WIRE FENCE ' YARD INLET -- '� / /// / ® MANHOLE ~—40.9, 0 AG ® YAR`A`-INLET AC. AC. > SEPTIC FLAGS SEPTIC I ® INLET ?� (' l GATE � C.1 ® YARD INLET v C-) � — ('! V 1 ® �� �.3.0'N 4' PVC FE — 6.9'N A/C UNIT ® ELECTRIC METER CAD (CY, p GAS METER "1 ❑ WATER METER pd GAS VALVE S 4 6°34 '0 0W N/F DGROSKI" pd WATER VALVE 19 9. 52 ' TEST HOLE TREE �O Q nSHRUB ©�I �y n)1 ( � � • BOLLARD WETLAND FLAG D.C. DEPRESSED CURB LOT AREA FE. FENCE � 10,965.86 S.F. MAS. MASONRY ® o ® 0 0.25 AC. PLAT. PLATFORM W.W. WINDOW WELL GRAPHIC SCALE B/W BAY WINDOW WILLOW STREET C/E CELLAR ENTRANCE 20 0 10 20 0/H OVERHANG GUARANTEED TO: R/O ROOF OVER ❑� D CHRISTINE TAN CANT. CANTILEVER THE JUDICIAL TITLE INSURANCE AGENCY LLC G.O.L. GENERALLY ON LINE 3 P60 2022 REVISED SURVEY JS TAB ® CROSS CUT 0IN FEET FIDELITY NATIONAL TITLE INSURANCE COMPANY 2 2022 REVISED SURVEY JS TAB WELLS FARGO BANK, N.A. A STAKE 1 2022 UPDATED SURVEY & PROPOSED MC TAB 1 inch = 20 ft. O/L ON LINE REVE DESCRIPTION BY I CHK OF NQ/ TAX MAP NO. SURVEY OF PROPERTY 955 PEQUASH AVENUE �Q� PEL J so, �O'A iSCALICE 1000-103-07-022 SITUATE C �� 41 'f' _' CUTCHOGUE , TOWN OF SOUTHOLD JOB No.S15-0708 SUFFOLK COUNTY, NEW YORK * * I a n d surveying DATE SURVEYED: 09/30/2015 !�C °9050a8� i�� mjSIQnCISUrVey.COm DR.:RS CREW.:JS SCALE: 1" = 20' F P:631 -957-2400 V� (1)UH ALTERATION OR ADDITION TO INS SURVEY MAP SEARING A UCFl�LAND SURVEYORS SFA.LS A VIOLATION OF SECTION 7208.SVB-0M90N Z OF RON YORK STATE EDUCATION LAW.(2)ONLY ROUkUARY SURVEY MMP^WITH THE EY8 SURVEYORS 65m SEAL ARE GENUINE TRUE NID CORRECT COP65 OF MIINdSID INE SURYEVOR'S ORIGINAL MORN AND DPDOON.(3)CERTIFICATIONS ON THIS BOUNDARY SURVEY M SIGNIFY THAT TILE W MAS PREPARED IN/�'LOiD m 11,151 THE CURRENT EGSIDW CODE OF �SFQ LAND S�� PRADv�FOR LAID SURVEYS ADOPTED BY TIB:NEM YDRM STATE A40CWION OF PROETSS DIAL LAND SURVEYORS,INC.THE CENT GGWN IS UMOFD TO PERSONS FOR WNOM THE DOUNG,RY SURVEY YIP M PREPARET,TO TIE TME CDYPANY,TO THE GGVERINMFMEN AL AGCY.ANO TO TIE LENDING I STDUyG N LISTED ON TNS SOUNOW WRYLY MAP.(4)THE CFRMCATONS HflFTN ARE NOT TRANSFERABLE.(S)TRE LOCATON OF UNOERGRWNO PROIEIONIS OR ENCRO pWEN S ARE NOT ALMAYS N NOWN AND OFTEN MUST EE ESTIMATED. W ANY UNDERGROUND NPROIEMO DS OR ENCAO,CIDNQNIS EIGSE OR ARE SIgMN,THE I WAMENS OR ENCRMOIYFNS ARE NOT GOVERED BY TRS SURVEY.(B)THE OFFSET(OR DIME NTONS)SIM HEREON FROM THE SMJGEURES TO TIE PROPERTY LINES ARE FORA SPECOIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GLIDE THE ERECTION OF FENCES.FMANINO MARS.POOLS,PATIOS PLANTING AREAS,ADDITIONS TO Iif�QNCES.AID ANY OTRR TYPE OF WNSIRUCNON.(7)PROPERTY NRNER MONUMENTS M FIE NOT SET AS PART OF THS WRYLY.(B)THIS SURVEY WAS PERFORMED MIM A SPECTRA FOCUS OO ROBOTIC TOTAL STATION.(8)THE EXISTENCE OF RIGHTS OF MAY AND/OR EASEMENTS OF REGM IF ANY.NOT SHOWN ARE NOT GUARANTEED. 10) SURVEY S SUEUECT TO ANY STATE OF FACTS WHICH AN UP-TD-DATE TRIS DIAMI NATION WY DISMML Dq V ��ED AS NOTED DATE: i. B.P.,# FEE:- hi-;,b. ;`': NOTIFY BUILD".,. ";"i4%ENT AT 765-1862 8 AIS 7CI FOR THE FOLLOWING INSFL";; 'S ACNbdnCCO JIM DEERKOSKI, PE 1. FOUNDATION - T'.",'�. RkEQUIRED phone: (631) 298-7116 FOR POURED C,-' N' iETE 31 'CI Iia�C 1f1GHllrV 2. ROUGH - FRr.PV:?•!G � PLUMBING lnjnnd]Nn SI 3S�F 3. INSULATION Ll 4. FINAL - COi,!S'FL''•i i ,N Iti,UST BE COMPLETE UO J�CNt/dn^" �:^ ;.�. ALL CONSTRUCTiCPJ :.HALL MEET THE PANG I On REQUIREMENTS OF THE CODES OF NEW Occ YORKSTATE. ORCONSTRUCTIONBLE FOR DERRORS. USE IS UNLAWFUL WIT IOUT CERTIFICATL" COMPLY WITH ALL CODES OF OF )CCUPANCY . NEW YORK STATE & TOWN CODES AS REQUIRED AND r,r)NDITIONS OF LA v BOARD z SGUTf u`7N TRUSTEES rw, rms.DEC O �v ._ow F� W W • ..N STORM WATER RUNOFF A PURSUANT TO CHAPTER 236 H PROPOSED NORTH ELEVATION OF THE TOWN CODE, SCALE. 1/4 - 1-0 L... W 'z W � � � w � W � x Z �D v W V W � D p AUG 0 12022 BUILDING DEP-r T'OW"0107-S 0D i-'E]i �L^ DRAWN BY: JD 4/26/2022 SCALE: SEE PLAN F SHEET NO: N�1'L O PROPOSED EAST ELEVATION PROPOSED ELEVATIONWE Tz S F SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" oA °>z t92 } � ° ssl N 1 I JIM DEERKOSKI. PE phone: (631) 298-7116 NEW , --1-- -- --, j2)2X'0 / t-3lT dia.'PIERw7----' 2'X2'Xl'FTG.,3' / I BELOW GRADE (TYPICAL) o /o 00 !° / / /, / / / / / / / / , / , , / / / / / / / o t ♦ NEW/ -----, w EXISTING /DEMO DEM / O / ' i EX.(2)2X10 ACQ r , o Y O0 /I o A / / / / / / / x f NEWI---- STIN w Z (2j2X10AC _J �I W w w T-0" v 4'-0" �"I � ^ PROPOSED 1ST. FLOOR PLANz all% PROPOSED FOUNDATION PLAN- Z SCALE. 1/4 - 1 0 SCALE: 1/4" = V-0" w � D EXISTING 0 m 5 4 DECKIN EX.2X8 . (2)2X10ACq DRAWN BY: JD @16"OC ° UPSET GIRDER 10"dia. C? CONC.PIER 4/26/2022 m a EXISTING - -24""X24"X12" SCALE: SEE PLAN CONC.FTG. jV SHEET NO: �F D E 0 CROSS SECTION A SCALE: 1/4" = 1'-0" n: w OA 0,?_50 �FESSIO F WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. y y 4"MAX. 4"DIA.MAXIMUM 4"DIA.MAXIMUM POST GIRDERMEADER 0 z_ r POST/COLUMN I Z _ 12"x12"x12" iO1111 n CONCRETE FOOTING - " JIM DEERKOSKI, PE phone: (631) 298-7116 DECK POST FTG.CONNECTION DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION STAIR RAILING POST-TO-GIRD:R/HEADER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR JAPPLY TO EACH FOOTING USE MIN.(2)1/."DIA.GALV.BOLTS WITH WASHERS AND NUTS 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING 1-1/2"SPACE MINIMUM HANDRAILS -r11-1 GIRDER POST GIRDER/HEADER o 0 POST/COLUMN BALUSTERS RIM/DECK 101ST o CONCRETE PIER o •.; r /� OPEN BALUSTER ATTACHED TO WALL v ' HANDRAIL CONNECTION z ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS HEADER/GIRDER-TO-POST CONNECTION O r , SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN LOCATION USP NUMBER DESCRIPTION APPLICATION V CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USE MIN.(2)1/2-DIA.GALV.BOLTS WITH WASHERS AND NUTS (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POS'/COLUMN CONNECTION (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR JAPPLYTO EACH PIER �! FLASHING TUCKED UNDER W TOP PIECE OF SIDING AND A LAPPED OVER FIRST CONTIN. u PIECE OF SIDING BELOW ^ ' GIRDER/HEADER UNDISTURBED SOIL 2-1/2"DIA.LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON CONNECTED TO BLDG.@32"OC UNDISTURBED SOIL(ORGANICS REMOVED) LEVEL BASE STAIR TREAD ° POST/COLUMN FIT CONSTRUCTION TUBE AND PLUMB _J ^ ° IL_T�J RIM BOARD ° ° FILL AS PER MANUFACTURES'INSTRUCTIONS STRINGER FLOOR FRAMING I� , zx Jolsrs -111-III_III_III_III_III-III_III-1�i-�1 � A nw, o BLOCKING FOR JOIST HANGER ^ POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS % LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. o, W Y ' 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN �• DISTURBED/POOR SOIL L V 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6"LAYER OF CRUSHED STONE OR Z STRINGER TO DECK/PORCH CONNECTION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN GRAVEL DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE FILL AS PER MANUFACTURES'INSTRUCTIONS I.1=1l::: =11=11=11=CJI= =111=III III-III III=III I I I-III III=11 STRINGER @WOC (zI THRU- WOOD JOIST JOIST BOLTS P644 POST , CONC.PIER FOOTING ANCHOR - •dia. • PIER 16•TREAD GIRDER/HEADER BIGFOOT SYSTEMS FOOTING FORM a IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN GRADECOMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS •—CONC(As R.EQ.)RAR ?c WOOD JOIST GIRDER/HEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT "9 0• >' PRESCRIBED IN THE CODE. v N +'C. PER PLAN N. DECK PIER 3,-O, 4.•COCONTHE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT ',9• "'� 0'9•; _FLUSH JOISTS WITH HEADER/GIRDER ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. 9�� •••-t4 ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH +? SPLICED JOISTS OVER HEADER/GIRDER •o• THE PROPER STEEL CONNECTOR. IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LOCATION JJSP NUMBER I DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER I RT10 1TYDOWN ANCHOR CONNECT TO EACH JOIST DRAWN BY: JD HANDRAIL NOTES: DECK& PORCH NOTES: CLIMATIC&GEOGRAPHIC DESIGN CRTERIA NAILING SCHEDULE All required handrails shall be of one of the following types 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. GROUN WIND SEISMIC FROST WINTE ICESHIELD NAIL NAIL 4/26/2022 or provided equivalent graspability. All fasteners,hangers and anchors to be galvinized or stainless steel. SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN FLOOD JOINT DESCRIPTION QTY- SPACING NOTES LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 1).Type I.Handrails with circular cross section shall have an 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts JOIST TO: PER TOE 4-8d COMMO q Girders on concrete in shall 1/anchored with anchor proper steel with wash anchored SILL TOP PLATE OR GIRDER JOIST NAIL SCALE: SEE PLAN outside diameter of at least 1-1/4 inches and not greater P P P 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE than 2 inches.If the handrail is not circular it shall have a into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. TO HEAVY MODERATE BRIDGING 2-8d COMMO EACH TOE perimeter dimension of at least 4 inches and not greater TO JOIST END NAIL than 6-1/4 inches with a maximum cross section of 3).Posts supporting girders shall be anchored to a 12"x12"xl2"thick concrete footing. Use a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts.Footings Shall BLOCKING EACH TOE g g CODE:2020 IRC,2020 NYS JNIFORM FIRE AND BUILDING CODE TO JOIST 2-8d COMMO END NAIL dimension of 2-1/4 inches. be 4 ft.below grade. BLOCKING TO: EACH TOE 2).Types Handrails with a perimeter greater than 6-1/4 3-16d COMMO '� SHEET NO: 4).Deck joists to have blocking at 8'0 o.c.. SILL OR TOP PLATE BLOCK NAIL S_ ��" inches shall provide graspable finger recess area on both •y� sides of the profile.The finger recess shall begin with a LEDGER STRIP EACH FACE F' P g g 5).A minimum of 10 inch flashing shall be installed between the building and ledger. 3-16d COMMO DLE:-r 0 TO BEAM JOIST NAIL 4 distance of 3/4 inch measured vertically from the tallest Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts SOIL COMPACTION: portion of the profile and achieve a depth of at least 5/16 at 16"o.c. 1).CONTRACTOR TO PROVIDE SOIL TKT TO VERIFY EXISTING CONDITIONS.MINIMUM 3000# JOIST ON LEDGER 3-8d COMMO PER TOE inch within 7/8 inch below the widest portion of the TO BEAM JOIST NAIL P CAPACITY. profile.The required depth shall continue for at least 3/8 6).Concrete piers shall be a minimum 6"above grade. BAND JOIST PER END 3-16d COMMO inch to a level that is not less than 1-3/4 inches below the 2).NEW FILL TO BE CLEAN OF ORGANC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL TO JOIST 1015T NAIL n' . ; LU tallest portion of the profile.The minimum width of the 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored CONDITIONS PRIOR TO FILL REMO'/E AND ADD ADDITIONAL FILL AS NEEDED. BAND JOIST TO: PER N handrail above the recess shall be 1-1/4 inches to a to girder(s). 2-16d COMMOr I TOE NAIL 3).COMPACTION OF NEW FILL SHALL 3E AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 SILL OR TOP PLATE FOOT Q maximum of 2-3/4 inches.Edges shall have a minimum 01>2 5 ASTM D 1557). COMPACT THI SOIL AT 12"LIFTS A • radius of 0.01 inches. 8).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal (TYPICAL).CONTRACTOR TO HAVE for any contact with ACQ. FILL TESTED BY A PROFFESSIONAL ALENCY FOR COMPACTION. O SSIO L „,A