Loading...
HomeMy WebLinkAbout42250-Z Q�gUEF�l,�coG Town of Southold 1/11/2018 y P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39445 Date: 1/11/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 700 Orchard St, Orient SCTM#: 473889 Sec/Block/Lot: 25.4-11.7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated --- 11/17/2017 pursuant to which Building Permit No. 42250 dated 12/20/2017 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: "AS BUILT"ADDITION AND ALTERATIONS INCLUDING EXTERIOR STAIRS WITH COVERED PLATFORM TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Morton,Keith of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED ut o ' ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT co 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#: 42250 Date: 12/20/2017 Permission is hereby granted to: Morton, Keith PO BOX 134 Orient, NY 11957 To: legalize "as built" additions and alterations to an existing single family dwelling as applied for. At premises located at: 700 Orchard St, Orient SCTM # 473889 Sec/Block/Lot# 25.-4-11.7 Pursuant to application dated 11/17/2017 and approved by the Building Inspector. To expire on 6/21/2019. Fees: AS BUILT - SINGLE FAMILY ADDITION/ALTERATION $920.80 CO -ALTERATION TO DWELLING $50.00 Total: $970.80 i 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: cation of all buildings,property lines,streets,and unusual natural or 1. Final survey of property with accurate lo 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$15.00 Date. I' New Construction: ] Old or Pre=existing Building: (check one) Location of Property: 7(/`� ©o��gjo �� p Hamlet House No. —�L Street � r Owner or Owners of Property: I�-c-I I T] I I 0 �� I Suffolk County Tax Map No 1000, Section Z Block ® Lot Subdivision Filed Map. Lot: Permit No. Dq Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: t/ he one) Fee Submitted:$ Applica Signature CHITECT MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 1 www.mksarchitcct.com December 20,2017 Southold Town Building Department M 54375 Main RoadD V Southold,New York 11971rm V DEC 2 1 2017 Re: Morton Residence 700 Orchard Street Orient,New York T""Pw T OF SO OLD To whom it may concern, I have been involved with the development and construction of this residence and the alterations. Attached please find SCDHS approved septic design and final survey depicting the 3-4 bedroom septic system as installed. Also,the stair has been altered as per plans dated 12/20/17. I certify,to the best of my knowledge,the septic system and the stairs are built to code and are functioning properly. Please call this office with any questions you may have. Sincerely, A A ��• r �0 f OF i !> Mark Schwartz C A1A Member Amet�can;nst�riite of/�rcltiiecitu� FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(18T) �H ------------------------------------ FOUNDATION (2ND) z 0 ROUGH FRAMING& d tYi PLUMBING y INSULATION PER N.Y. H STATE ENERGY CODE All FINAL ADDITIONAL COMMENTS c - Nb �o e N � b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,IN ir971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NCheck Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form U Contact: Approved 20 Mail to: tyl" Disapproved a/c ry ' Phone: 7.3 4— d' Expiration ,20 r r",\ R ! uilding I pector D- PLICATIONNOV 17 V FOR BUILDING PERMIT Date , , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 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. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent architect, Ingineer, general contractor, electrician,plumber or builder Name of owner of premises 4 (As the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: �— House Number Street Hamlet County Tax Map No. 1000 Section Block 624– Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy ofproposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration— Repair lterationRepair Removal Demolition Other Work _S—J3(--) / G 7— (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,cumber of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, co erc�� o xed occupancy, syecify nature and extent of each type of use. 7. Dimensions of existting structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front I� 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 law, ordinance or regulation? YES NOY 13. Will lot be re-graded?YES NOk 4Will excess fill be removed from premises?YESY NO 14.Names of Owner of premises v –1-90 Address Phone No. 2,?5 q� Name of Architect A 2/Address Phone No &3 3 7 y 96Z - Name of Contractor Address 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 QUIRED. 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 NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF� Ci Z— being duly sworn, deposes and says that(s)he is the applicant (Name of inctiviauai signing contract)above named, (S)He is the Antractor,Agent Corporat 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. worn o before me thiisq I day of 1y���t�,4�_ 20jj_ ��yl x.1304 L �®b1lc,ate wvof �O O9E116985®6�}enTAN Notary Public puajiti®dinares APn'i 14 Signature f Applicant �®gn¢rvi�ion EXp Scott A. Russell ®su ]F01kMWA\T]E1k SUPERVIS®R � ��J[A\lam A\G]EMlENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold Q( CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES TI,IIS PROJECT INVOLVE ANY OF THE (FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more 11 than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ ' D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted ►,; on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to.all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Wormation, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department wit i-your Building Permit Application. APPLICANT (Property Owner,Desi Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 !1 Date Dls/tri�ct "9,4, NAME ,4 o Section Bloc Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information Reviewed By: a Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. -700 Stormwater Management Control Plan Not Required. 0 � � Stormwater Management Control Plan is Required.— (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 crj y „ —A4 j t TOWN OF SOUTHOLD PROPERTY RECORD CARD w OWNER - STREET VILLAGE DIST. SUB. LOT Z-J ACR. REMARKS TYPE OF BLD. s t i PROP. CLASS 0 co LAND IMP. TOTAL DATE w 0 Lo Lo m Lo Lo m Lo FRONTAGE ON WATER TILLABLE. � ►� Lo FRONTAGE ON ROAD WOODLAND ti m DEPTH MEADOWLAND m BULKHEAD HOUSE/LOT �� C TOTAL � iiJ " '.46 TOWN OF SIOUTMOLD -- fit T. �.R - �R#3 . J OWNER STREET f7bo VILLAGE, DIST. SUB. LOT cXD :- ORMI=R OWNER N E '4 _ . _ SW _ TYPE`OF BUILDING U RES. � SEAS. VL. FARM COMM. CB. 'm Ics., Mkt. Value 0 LAND IMP. TOTAL DATE REMARKS w •%f, w ;gi d +l 2M Z-eI— A �c 'd D a+-tr' a� d '� ,�� �7 ��s/l78 5�°�► r' r baa Ae o o 7a D..8o eAjm #0 s z, d a>✓iedv YS�' d o!3 7? C .+ ;,7 o D d '�a G ! �3�f�! 94 Aco a oo �// ils st d 4!73oe/iYz01 11 ie rr Ot� I �� C�C 5q Covev /41 010, 54on l zoo Q 2 r8ov3 r ��� ire �{ -7 PC) tf air 3 - e�ft it e /e, 33'760 f� Lo 4 L - tD 700 11 ��,�� 3�z3 !zl�� ��—x- 11 �3��• �o�- a►�I�los���� o�f� $��r 3 -�. ,� n •Z -xn-�, Tillable r �' �Q FaN'TZECO SI WA E I J Woodland FRONTAGE ON ROAD tl �,� {� Meadowland ,-r6 560 .3 7 b-- DEPYH,�1114/ r •`0w m _ _ House Plott�� 0 BULKH m Total r ► Vii.: - : = = 1;,, '".' M NEW ■■!■■i � � ■■■HE K, Ismi WOMB No No TV 1111 � ■Iii !!i■■ ■ ' ■ �■!■■■■■■■■, I � i ■! ` ;='■sd■! �!■■■■■■■■■f®til ■■®®N11310 EMSSao _ ■te a, on MOM 02111 W mom F l■■0mold is 0 M ■ ■■■■�� : �r�■ ilii ■■■■■■p.!■■■■■■wme ON no mm- MMOIN i■� �®�� ■■i ■ dlnn No No d'l ■■®1i ■■o MEN MEN a■■■■■■■ a. ■®■■■■■■U■■Li■!■■■■■■■ ���� ! ■■!■■E■EN■i0 mom No No ME mom ■■■i■a■■!■■■■■ I �!■ii■!i■■r■■■■ ■■!tea■■■■N®« r Fire Place PWSW i - - a ► • t ........ T Ili�•Y�\�� r - 4 J- r - ��t�'����► � r 34 no. Pi 1 - + ,l,$ . . r 71/4 1112 11/411 3 11/4 LAV. SINK C. • • • •APROVED •• • • FOOT PITCH TO DRAIN 4"C.I. SEPTIC SYSTEM TRAP HOUSE 7 i S —O fir` N FREF/,�NRED FOR : W °' ' E 1MITH SCOTT MORTONOrchardN Street , N S TU TS : S?"0Do 'O so.o --• z 38.83' 1-113 \ ISI ITE O sa s `z � N ORIENTc tiny N r l v u ^ 3^- 1 r +'m iV �F �J Nj� p ' l ^o TOV#1NOF SO U- T OLD rn W. a� ❑�a �1 �� Q` ? � �o I �"f ��=. 'yi Wen a 1� 3 — T r f c Ua cf O 1 L I o V I SLT]FF®LK COUNTY, NEW YORK. �^n„"c , ".5, - g -N584°42'20' F r t w'- 83, �, 587°44'00"E 122.00.� It-m-p 105.11' `� (bo - k J N� Land nc �r�eczrmoe,,riyy^f1 3w�0.6.\00 IN86SEP EeBER 5, 2002 NS"f°40'40"E5 '10".E .- 126.41' m t 253.21' -.. '- l� e' 0p° 87°400 253.21' 4Hghe f MAPAREA S1'40'4 N -�"_ S`4 SCALE I"=600' _ ?� SUFFOLK COUNTY TAX MAP NUMBE � —�-� m R n 1000-25-4-11.6 OWNER APPLICANT >4 �� , `4a Area Lot 84,464 S.F. o s�; �� ` '� Test Holes by: Sea Level Mapping KEITH SCOTT MORTON y f �_ a OR I.q4 AGRES m / dated: 2/17/01 Lrn1—, 25 EAST 86th ST. °"`,,,nam o °» �s st Test Hole # Test Hole # 2 NEW YORK, NY 10028 w A `\, q, e el. 1-7.51 01. 16.0' N qy to \\\ ,' Top Soil Top`moil NOTES: N Test Hole°I "'w g Loam lty SCHOOL DISTRICT #2 sa,°4G'4O,.W 31422' e Sic Loam LaniFrrUm H` ,ri,, 314.22' Gravel 3 / 3' 3' N57*4 0'40"E 0 i FIRE DISTRICT #25 Wite ryry s- PROPERTY ZONED AS R-80 AREA = -75G,790 9f or 11.44 AGRES Ce C� �/r \ CO < a X5 � �I //9r O S10 ae� Gravel Gravel Lot #I i -��ti-h� ��" 40 G oSe�rq�g '2h� AREA = 675,527 5F , OR 15.50 AGRES 11lJ� ��� qrq mC R Y? '��( p // 9e b 14.5 water 13' water ' an°M9 Y FSR p S rH (2 Cp �/ Ivo � /8 , e Ground Ground e �.O ry n� 4 Water sand inasan nd o,.W 4 e TYP I GSL ^F-LL 17 gravel 17 a 43'S'— not to scale HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR 5EWACGE DISPOSAL 5Y5TEM(5) Q m 50.5' FOR TH15 PROJECT WGS TO ERE DE516NED BY ME OR UNDER MY DIRECTION. BASED UPON A ” „e T,n.r m septic BE USED FOR DOMESTIC WELL EXISTING TEST WELL NSYS EMS %.At>Fclll !1 1l�. !r E. v �r: �'IF nar ft ♦�1.. /^I+l na rl� r•i n.�-•. i•� le'*1 ..s lr ♦1 r _ o4v+ i �OGG1tI0Y15 - A!ID Tu�..'ZO'L..H T1r 1 e 1."� 5..1..., JITW �..tm. vcwvl w.ei:.. �. ii<✓r i wl�a, . ...� GUIt IVG1te'd Fjol�l5 3 FINISHED GRADE LOTS,AS PROPOSED,CONFORM TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES k CONSTRUCTION STANDARDS IN EFFECT A5 OF THIS DATE. . Test Hole 02 m HOUSE DETAIL m SCALE I"=30' \ 82GALLON N TANK o ,a m ---- J05EPH FISGHETTI P.E------------DATE ICY ,eG} �j(Y, f \kph _�� GROUND WATER SUBMERSIBLE PUMP 1'+���\C�� r, Zoa 5 GALLONS PER MINUTE I HEREBY CERTIFY THAT TH 15 MAP WA5 MADE BY U5 FROM ACTUAL SURVEYS COMPLETED SEPTEMBER 2002 AND THAT ALL CONCRETE MONUMENTS SHOWN THUS:p tm N s.�..-^�'•" HEREON ACTUALLY EX15T AND THEIR POSITIONS CORRECTLY 5HOWN AND ,' =-�- ti . ALL DIMEN51ONAL AND GEODETIC DETAILS ARE CORRECT. ---------------- P �N HN G. EHLER5 N.Y.P.L.5. LIG # 50202 L. o � TYPIGAL PLOT FLAN rot to scale Ex pv / as ly•Well � V15 15 TO CERTIFY THAT THIS SET-OFF PLAT HAS BEEN APPROVED BY THE PLANNING C4,ner _owIlLt l / BOARD OF THE TOM OF SWHOLD BY RESOLUTION DATED, DATE:— ----- By'--------- - ------- ;wry 6 Chairman's Signature k`Y�lem °� L- — J�\ ti. MBp9 CAST IRON FRAMES AND COVERS TO GRADE n9 Street 6"� / � b" FLAT CONCRETE COVER PIN15HED I'TO(5RA17E hOlJ00 &RADE el. 15 "Unauthorized alteration or addttinn to a survey map bearing a licensed land surveyor's seal is a rMl" violation of section 7209, sub-division 2, of the b"MIN. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES /4" 2"6 4•MIN. �Q New York State Education Law. PER FOOT b" Mj� ' MINIMUM PI7GH � MIN, 1/8" 19® �® 19 "Only copies from the original of this survey Hauppauge,New York 4"DIA. PIPE PER FOO 0 EM L MINIMUM T y," 3 marked with an original of the land surveyor's MIN. 4" f'ITGH N®®� n DIA,PIPE ®®� stamped seal shall be consideretl to be valid true 01® copies'. 500 5F. 1000 GALLON MINIMUM ";' "Certifications indicated hereon signify that this This is to certify that the proposed Realty Subdivision or Development 1 SIDE WALL yS uurveywas prepared in accordance with the ex MONOLITHIC AREA for in the SEPTIC TANK �� •f 3' �� fisting Code of Practice for Land Surveys adoted with a total of lots was r< b'EFFECTIVE by the New York State Association of Professional approved on the above date.Water Supplies and Sewage Disposal No DEPTH and surveyors. said certifications shall run only N el.'Lr ,. to the person for wnom the survey is prepared. Facilities must conform to construction standards in effect at the time of a' �� and on his behalf to the title company, governmen- construction and are subject to separate permits pursuant to those REMOVE IMPERVIOUS SOIL WITHIN ° tai agency and lending institution listed hereon, and J P P P a,HORIZONTALLY AND 6'VERTICALLY. standards . This approval shall be valid Only if the realty BACKFILL WITH GLEAN MATERIAL. y1 to the assignees of the lending institution. Certifica- fi subdlvlsion/development map is duly filed with the County Clerk within > 3tions are not transferable to additional institutions'MINIMUM SEPARATION PROM y or subsequent owners" one year of this date.Consent is hereby given for the filing of this map SEASONAL H16H CsROUo WATER on which this endorsement appears in the Office of the CountClerk in GRAPH IG 5GALE I =100 el.s o PP `J SEASONAL HIGH accordance with provisions of the Public Health Law and the .Suffolk GROUND W4TER �, _ � T� �e�• � �RS T ® SURVEYU]NI County Sanitary Code. 0 100 200 300 ___yIT0 A.MIINEI P.E. 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 Director,Division of Environmental Quality SANITARY SYSTEM DESIGNED BY, J05EPH FI5CHETTI, PE 1725 HOBART ROAD RIVERHEAD, N.Y. 11901 SOUTHOLD, NY 11971 631-765-2954 369-8288 Fax 369-8287 \\HP SERVER\D\98-267.pro\98-267setoff.pro 1 Cl/II/2002 11:00AM \\HP 5ERVER\D\98-26-7. ro\98-267setoff. ro I REVISIONS: 2-1/2Xi-1/2 CAP 11/4 11/2 11/4 3 11/4 LAV. a SINK 1-1/2X1-1/4 RAIL W.C. 13' D.W. F.A.I. SHO WER s 2 C,o"4 3 1 C.O. 3-1/2X1-1/2 BALLAUSTER I 3 / 3 4 / / TO APROVED SLOPE"1/4"PER FOOT PITCH TO DRAIN 4^C.1. SEPTIC SYSTEM 1-1/2X1-1/2 RAIL TRAP HOUSE PLUMBING SCHEMATIC M N.T.S. EXISTING STAIR RAIL - 0 0 R311.7.8.3 GRIP-SIZE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPABILITY, �M W 1.TYPE I.HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER h-+--I W OF NOT LESS THAN 11/4 INCHES(32 MM)AND NOT GREATER THAN 2 INCHES(51 MM).IF THE HANDRAIL IS NOT CIRCULAR,IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES(102 MM)AND NOT GREATER THAN 61/4 INCHES(160 MM)WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 INCHES(57 MM). EDGES SHALL HAVE A RADIUS OF NOT a LESS THAN 0.01 INCH(0.25 MM). 2.TYPE 11.HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES(160 MM)SHALL HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE.THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH(19 MM)MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/161NCH (8 MM)WITHIN 7/8 INCH (22 MM)BELOW THE WIDEST PORTION OF THE PROFILE.THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 INCH(10 MM)TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES(45 MM)BELOW THE TALLEST PORTION OF THE PROFILE.THE WIDTH OF THE HANDRAIL EXISTING FAMILY ROOM ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES(32 MM)AND NOT MORE THAN 23/4 INCHES(70 MM).EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). W 5'-6" 2 PLATFORM WITH O 0 �- - ROOF ABOVE O a 1 1 I 1 1 1 I 1 1 ------------- 0 1 1 1 1 1 1 I 1 i I I ! 1 1 1 I 1 1 1 I 1 1 5/4X4 DECKING ! 2X8 D1 @16"OC 1 i 1 1 1 1 1 I 1 1 A EX. BATH ' 6X6 POSTS 1 ' 1 1 . 1 1 1 1 1 I DN F� 1 1 1 1 1 1 1 I I 1 1 GRASPABLE H HANDRAIL O UP EXISTING STAIRS O EXISTING STAIR O EXISTING MUD ROOM 1 1 1 - 1 0- EXIST. 3'-0" 3'-0" 9'-4" 0 BA CA v 1ST. FLOOR PLAN Qui SCALE: 1/4" = 1' ° m S ° r , V O x o � in '-0" � V DEN EXISTING GARAGE � LN rn U d, o gin" 00 BEDROOM M� So 8'-5" ---------------------------• - -------- . ' r ti 1 1 1 --- - ------------- ,-----, t'T. 1. i, _'..-._ 1 I 1 1 1 1 0 1 1 C) }�` f4kA \ d ...t'-`.... -.'^ ^l 1 1 O t r'� i' ._ R , � DW > y"' •1"_ 1 1 1 1 1 1 1 y �`f t"`_.. _ i r- r••- 1 __. ... W ,.. � � �k vm`a;= ..�,r :, .�. ;� 4 -;, 3y,,, I� '='wx*sa,^�?4 - �nA'"+"'"'rz _•- ...... .._.._-.-•_-_ (,l ,�.� � F ern.� zt.rc� ,:i,✓� F A :,:� �y*e;` .� _ ... 5 1 P • 7�'! ,�i �' a"v-'•�q,�. '; ? s q r i��.,��� `t t 1t R,ae 7 '..��� ' � I " .,. .. f" s } F} aA l }w ll 2ND. FLOOR PLAN SCALE: 1/4" = 1' r. DRAWN: MH MS o.. Y � p 4..,,� � JOB#: r-a 1 ��� s+ �' ` December 20,2017 SHEET NUMBER: A- 1 x.fa:.P as a+B k. Lt a REVISIONS II�1 4m c3oo o©© PLATFORM WITH 0 ROOF ABOVE �1 cp 2X8 D1 16"OC 1G I 5/4X4 KING DN a m n PO S ,fsfwf,.. wa (� eM x i 1 00 N, 77 EXISTING STAIRS ✓ .:s._, fi J, j V � t mai'" 7s� ,— ,f f ff ,— » EXIST. 3 0 3 0 9'-4" BA t 1 t 1. - _: �• r � �y�;,.s�:.. .R - +'`a°'r,;i.; .�'�\����'`�, � ;� �1 lye. �..""_.. _,.,.......---^""�- � O ^����c�' .-. � C�� � R _.�•....,-'"'-........-,.,,...-.-__-«p d C-' ts~ LO 4'-0" 40 in g , EXIS IVI o�r//�/ 1 D BEDROOM Oa - � � .' .. ., 8$-5" 1 1 1 1 ! F'1` i R DW k' 4 � o WO FLOOR PLAN w W SCALE: 1/4" = V o 1- Z a W 11/4 11/2 11/4-- 3 11/4 l 1 �k� '6{i/f Q/ I U O LAV, a SINK /► e` t/ /,�/ �/W�\} W.C. D.W. F FAA. ^ 1 t� 3" SH OVER �� ���I •1��0 � •1 '1 W1Y Yv 11/4 3 2 C.O. 2 3 C.O. - �,S�FtE D.4,4 F�1 3 � BEV IN SC,y'S Q 15 7 DRAWN: MH/MS SLOPE"1/4"PER FOOT PITCH TO DRAIN 4"C.I. SEPTIC SYSTEM * I p* N SCALE: 1/4"=1'-0" TRAP HOUSE y If * JOB#: 7 PLUMBING SCHEMATIC N� o - November 03,Zo1 �� 22339 0SHEET NUMBER: N.T.S. OFiE�� REVISIONS CODE: 2015 IRC, 2016 NYS CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT GROUNE WIND SEISMIC I FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION D ETA I L D RAW i N G S SNOW SPEED DESIGN kEATHERIN LINE I TERMITE DECAY DESIGN UNE REQUIRED N HAZARDS LOAD (MPH) R CATEGORY DEPTH TEMP. REQUIRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHTTO it NONE USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. TO HEAVY MODERATE SOIL COMPACTION: 4"MAX. KING STUDS 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000// CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL 4•DIA.MAXIMUM RAFTER CRIPPLE SPUD CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. LEDGER 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 �g AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE G.°o o°O RIDGE HEADER FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. Q Q ;E RAFTER JACK STUDS DECK AND COVERED PORCH NOTES: ZD ).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. All fasteners,hangers and anchors to be galvinized or stainless steel. ).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts RAFTER-TO-LEDGER CONNECTION Girders on concrete piers shall be anchored with proper steel connectors anchored LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA BOLTS 16'OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION into concrete with a minimum 1/2'dia x 7"long anchor bolt with washers and nuts. RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBERI DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 3).Posts supporting girders shall be anchored to a minimum 24"04"x12"thick concrete " LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18 a.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1-1/4"x12"20 a.STRAP APPLY TO EACH JACK STUD STAIR RAILING g g footing.Use a minimum 1/2"dia x 7"long anchor bolt with washer and nuts.Footings Shall ry ROOF I iSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER1 2X10 I LS210 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD be 3 ft.below grade. ti M 1-1/2"SPACE 4).Deck joists to have blocking at 8'0 o.c.. V sh 1y MINIMUM ),Flashing shall be Installed between the building and ledger.Lapping up the sheathing V� 'a M 011 and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts at 16"o.c. HANDRAILS RAFTER 6).Concrete piers shall be a minimum 6"above grade. V RAFTER ).All joists to be supported with hangers and anchors.Each Joist shall also be anchored C ti M to girder(s). s t\ POST 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. V TOP PLATE 9).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal o~i TOP PLATE for any contact with ACQ. o BALUSTERS OPEN BALUSTER ATTACHED TO WALL WALL STUD WALL STUD RIM/DECK JOIST o HANDRAIL NOTES: All required handrails shall be of one of the following types HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION or provided equivalent graspability. RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION ALL HANDRAILS SHALL$E CONTINUOUS THE FULL LENGTH i).Type 1.Handrails with circular cross section shall have an LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS RAFTER/PLAT RT15 TYDOWN ANCHOR outside diameter of at least 1.1/4 inches and not greater CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION than 2 Inches.If the handrail is not circular it shall have a SHALL NOT BE LESS THAN 1.1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RTIO 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER CONNECT OVER USE MIN. 2 1 perimeter dimension of at least 4 inches and not r CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL () 12"DIA.GALV.BOLTS WITH WASHERS AND NUTS P greater CONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD than 6-1/4 inches with a maximum cross section of PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER dimension of 2-1/4 inches. 2).Type 11.Handrails with a perimeter greater than 6-1/4 Inches shall provide graspable finger recess area on both 4"MAX. sides of the profile.The finger recess shall begin with a (/] distance of 3/4 inch measured vertically from the tallest a 4"DIA.MAXIMUM }� portion of the profile and achieve a depth of at least 5/16 .(ARE D AR ' GIRDER/HEADER inch within 7/8 inch below the widest portion of the j profile.The required depth shall continue for at least 3/8 �v(N S / inch to a level that is not less than 1-3/4 inches below the A GIRDER/HEADER �� ss C'y W Ir tallest portion of the profile.The minimum width of the � yJOIST POST/COLUMN handrail above the recess shall be 1-1/4 Inches to a H o maximum of 2-3/4 inches.Edges shall have a minimum * ,� Fssr� I—'1 O o radius of 0.01 inches. �••J POST/COLUMN n minn U GIRDER/HEADER NAILING SCHEDULE 9J` 02233ROOF SHEATHING, 9 POST-TO-GIRDER/HEADER CONNECTION NAIL NAiL LOCATION USP NUMBER DESCRIPTION APPLICATION JOINT DESCRIPTION QT SPACING NOTES O DECK/PORCH RAILING SPLICED JOISTS OVER HEADER/GIRDER AS PER TABLE 3.8 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN STRUCTURAL PANEL 8d U WFCM-SBC LOCATION USP NUMBER DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HE DOER CONNECTION JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOI HOLLOW COLUMN SIMPSON STRRt/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS ROOF FRAMING: JOINT DESCRIPTION Qw SPACING NAIL NOTES RAFTER TO B'WALL:3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4.8d COMMO RAFTER CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL:4.8d COMMO JOIST o CEILING JOIST TO AS PER TABLE 3.7 EACH FACE Si U PARALLEL RAFTER WFCM-SBC LAP NAIL BEARING PLATE GIRDERCEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE o OVER PARTITION WFCM-SBC LAP NAIL C !w COLLAR TIE AS PER TABLE 3.4 EACH FACE HT1 WOOD JOIST TO RAFTER WFCM.SBC END NAIL BLOCKING EACH TOE 2-8d COMMON LEDGER r/1 "•' TO RAFTER END NAIL GIRDER/HEADER o RIM BOARD EACH END Y WOOD JOIST '( -•' TO RAFTER 2.16d COMMON END NAIL WOOD JOIST CONCRETE PIER n O "••'•" WALL FRAMING: F— >- FLUSH JOISTS WITH HEADER/GIRDER -••'• JOINT DESCRIPTION NAIL NAIL NOTES W QTY. SPACING W CEILING JOIST TO BLDG.CONNECTIONTOP PLATE TO PER � W ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH - TOP PLATE 2-16d COMMO FOOT FACE NAIL F— Z THE PROPER STEEL CONNECTOR. DOUBLE 2x _ LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS Qlb"OC WITH WASHERS (MINIMUM) TOP PLATES AT JOINTS FACE IF ABLE.SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS � HEADER/GIRDER-TO-POST CONNECTION 4-16d COMMO F_ TO ALLOW FOR SHRINKAGE. FOR HEADERINTERSECTIONS EA.SIDE NAIL Q Z OR BEAM LOCATION USP NUMBER I DESCRIPTION APPLICATION STUD TO 24"( FACE W [Y ROD 'I (2)BEAMS 2-16d COMMO PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD O.C. NAIL Q FLASHING TUCKED UNDER REQUIRED (3)BEAMS PAU66 OR WE66 IPOST/BEAM ANCHOR APPLY TO EACH PIE HEADER TO 16d COMMON 16"O.C. FACE FOR SfU HEADER ALONG EDGES NAIL � 0 TOP PIECE OF SIDING AND TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END X LAPPED OVER FIRST CONTIN. II PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL O PIECE OF SiDING BELOW FLOOR OOIST,BAND JOIST. 2-1 COMMO FtT FACE NAIL O OO 1/2"DIA.LAG BOLTS W/WASHERS THREADED ROD END JOIST OR BLOCKING CONNECTED TO BLDG.@16"OC STRINGER CNW COUPLER NUT POST DECK FRAMING: @l6" C (2)THRU- MINIMUM JOINT DESCRIPTION QTy SPACING NAIL NOTES TND DISTANCE BOLTS s JOIST TO: PER TOE FLOOR FRAMING 4-8d COMMON 1 p SILL,TOP PLATE OR GIRDER JOIST NAIL zx Jaws P N POST 4 2-8d COMMON DRAWN: MH/MS ANCHOR "dia- '-'.,�• - MINIM M +o, BRIDGING EACH TOE �- G PIER a 12"x12"xl2" TO JOIST END NAIL 16"TREAD o 'o�ENd NCE BLOCKING FOR 4+° •oma CONCRETE FOOTING + ""+� BLOCKING EACH TOE JOIST HANGER LAG BOLTS p t '"o'Q '?:P 1i: t• i" TO JOIST 2-8d COMMON END NAIL JOB#: GRADE >Qa CONIC.SLAB �?Q� j BLOCKING TO: EACH TOE RIM JOIST/BD. C a "•s" (AS REQ.) �"•,, 3-16d COMMoA SiLL OR TOP PLATE BLOCK NAIL November 03,2017 HOLLOW COLUMN UPLIFT LEDGER STRIP EACH FACE SHEET NUMBER: "• 8"dia. e; DECK PIER SIMPSON STRONG TIE MODEL STRRi/2 DECK POST FTG.CONNECTION TO BEAM 3-16d COMMO JOIST NAIL •a d b a e CONC. ^q PER PLAN INSTALL AS PER MANUFACTURE'S RECOMENDATIONS JOIST ON LEDGER PER TOE DECK/PORCH LEDGER CONNECTION 3 0 G PIER „ LOCATION USP NUMBER DESCRIPTION APPLICATION TO BEAM 3-8d COMMON JOIST NAIL '%'., -a° 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER END 6X6 POST PAU66 OR WE66 IPOST/BEAM ANCHOR APPLY TO EACH FOOTIN TO JOIST 3-16d COMMOJOIST NAILBAND)OIST TO- tr® s b¢> SILL OR TO LATE 2.16d COMMO FOO PT TOE NAIL REVISIONS: TRUSS PLACARDING REQUIRED C s3-1/2" 2-1/2XI-1/2 CAP -j 4 n 11/4 11/4 11/2 1 1/4�1 3 I 1-1/2XI-1/4 RAIL n LAV. SINK W.Co P 17-T� 7: j i 3' OL .��­') k o D.W. AA.1. GF, - ; S, FLU; SH WER - FIF,r, r-,n, F 2. 2 . ,`tMUST J/4 3 1 2 C6:1 C.O. 3-1/2XI-1/2 BALLAUSTER / // C.O. 3 �T U_ 'Y' / / Cc, TION L 73 L E r 4 _ / / �. A -ONTENTBEFORE L) U TO APROVED ji;I - , SLOPE"1/4"PER FOOT PITCH TO DRAIN 4"C.I. SEPTIC SYSTEM Tin, DES'2'! i KATE OF OCCUPANCY TRAP HOUSE 1-1/2XI-1/2 RAIL ! DER USED /N WATER SYSTEM CANNOT PLUMBING SCHEMATIC, \E CN E-Eb 2110 OF 1% LEAD. N.T.S. PLUMBING Additional ALL PLUM P-,1G'P1! 1 EXISTING STAIR RAIL Certification Con ------- May Be Required. QR311.7.8.3 GRIP-SIZE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT 0 GRASPABILITY. ON PEQt"RED ;T1 rLrMICAL TNSPECn 1.TYPE I.HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT LESS THAN 11/4 INCHES(32 MM)AND NOT GREATER THAN 2 INCHES(51 MM).IF THE HANDRAIL IS NOT CIRCULAR,IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 V) INCHES(102 MM)AND NOT GREATER THAN 61/4 INCHES(160 MM)WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 INCHES(57 MM).EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH(0.25 MM). 2.TYPE 11.HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES(160 MM)SHALL HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE.THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH(19 MM)MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16INCH(8 MM)WITHIN 7/8 INCH(22 MM)BELOW THE WIDEST PORTION OF THE PROFILE.THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 INCH(10 MM)TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES(45 MM)BELOW THE TALLEST PORTION OF THE PROFILE.THE WIDTH OF THE HANDRAIL EXISTING FAMILY ROOM ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES(32 MM)AND NOT MORE THAN 23/4 INCHES(70 MM).EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH(0.25 MM). 51-15" '01 PLATFORM WITH ROOF ABOVE 0 0 ------------- 5/4X4 DECKING C/) EX. BATH 2X8 DJ @16"OC 6X6 POSTS 7N Cz GRASPABLE HANDRAIL U C) UP EXISTING ING I I Alps CD EXISTING STAllk EXISTING MUD ROOM (0 0 EXIST. 3f-Otp 3p- to 9'-4p1 BA r-4 45 0 1ST. FLOOR PLAN t 0) U 4.; x U C SCALE: 1/4" V T .2 0 rr vo LO 4P-Opj -4- U 0 DEN t 4C U ro un EXISTING GARAGE 75 U 01� "A. er BEDROOM CY) J N _4 A' 89 Oro 5v' 01 ---------------------------- ---------------------------- ------- S�) v_0C V U i AX I, N 79!� DW 0 k9AM R n, :xR F Y'r 0'_ ek qp 1? V, _4 10 _t r / § � e'� ._,� ," 4 .. - e,. ._ �� .{., of ii _ !'°"'°off*:^ ,'-x� a:.rte+^'�---. _ .._.,..�_,.—._..,.,,..� w to, 7z J AK, IAA 3, 2ND, FLOOR PLAN �� ;, ; ��y,, . �':/? Pr' DRAWN: MH MS SCALE: 1/4"=V-0" B /* SCALE: 1/4" 1' JOB#: December 19,2017 SHEET NUMBER: J. D er 11/4 ZL 2 v 00 CN DrC A- 1 t 1 9 2017 WLTILDLNG DEM TOWN OF SOUTHOLD REVISIONS CODE: 2015IRC 2016 NYS CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT GROUNE WIND SEISMIC FROST WINTE ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D RAW I N G S SNOW SPEED DESIGN kEATHERIN LINE TERMITE DECAY DESIGN UNDE UIRED HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE it NONE - 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. SOIL COMPACTION: 4"MAX. 1 CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000 KING STUDS CAPACITY. # 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL 4"DIA,MAXIMUM RAFTER CRIPPLE STUD CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. z 1 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 LEDGER AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE *Ow-b RIDGE HEADER FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. Z RAFTER JACK STUDS DECK AND COVERED PORCH NOTES: � M ).Unless otherwise noted,all framing material to be Hl ACQ pressure treated lumber. II fasteners,hangers and anchors to be galvinized or stainless steel. ).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts RAFTER-TO-LEDGER CONNECTION Girders on concrete piers shall be anchored with proper steel connectors anchored LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS 16"OC W1ITH WASHERS HEADER-TO-POST/STUD CONNECTION into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATIOI`V I LOCATION JUSP NUMBERI DESCRIPTION APPLICATION 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LOCATION USP NUMBERI DESCRIPTION APPLICATION L2x6-2x8 L526 18 a.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALLOPENINGS LSTA12 1.1/4"xl2"20 a.STRAP APPLY TO EACH JACK STUD STAIR RAILING g g footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall N ROOF LSTA24 1-I/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD be 3 ft.below grade. M Q U 1-1/2"SPACE 4).Deck Joists to have blocking at 8'0 o.c. r^ I.j MINIMUM ).Flashing shall be installed between the building and ledger.Lapping up the sheathing a M ti m and over the ledger.Ledger to be fastened to building with 1/2"dia,bolts with washers and nuts at 16"o.c. HANDRAILS RAFTER LO 6).Concrete piers shall be a minimum 6"above grade. O o0 RAFTER ).All joists to be supported with hangers and anchors.Each Joist shall also be anchored U C+ z to girder(s). w s POST 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. G U TOP PLATETOP PLATE 9).Use simpson hangers and anchors with 2-MAX tHpple protective coating or equal o� for any contact with ACQ. 0 BALUSTERS WALL STUD RIM/DECK JOIST 0 OPEN BALUSTER ATTACHED TO WALL WALL STUD C HANDRAIL NOTES: All required handrails shall be of one of the following types HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION or provided equivalent graspability. RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH 1).Type I.Handrails with circular cross section shall have an LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS RAFTER/PLAT RT15 TYDOWN ANCHOR outside diameter of at least 1-1/4 inches and not greater SHALL NOT BE LESS THAN 1.1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RTIO 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION than 2 inches.If the handrail is not circular it shall have a CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER CONNECT OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS perimeter dimension of at least 4 Inches and not greater PLATE/WALL SPTH4 STUD PLATE ANCHOR PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT PLATES TO EACH STUD than 6-1/4 inches with a maximum cross section of EACH RAFTER_ dimension of 2-1/4 Inches. 2).Type 11.Handrails with a perimeter greater than 6.1/4 inches shall provide graspable finger recess area on both 4"MAX. sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest �•� 4"DIA.MAXIMUMportion of the profile and achieve a depth of at least 5/16 GIRDER/HEADER inch within 7/8 Inch below the widest portion of the profile.The required depth shall continue for at least 3/8 W inch to a level that is not less than 1-3/4 inches below the GIRDER/HEADERa tallest portion of the profile.The minimum width of the Q °e a handrail above the recess shall be 1-1/4 inches to a 1.4 JOIST POST/COLUMN maximum of 2-3/4 inches.Edges shall have a minimumO e° radius of 0.01 inches. I `m POST/COLUMN 0800 � U GIRDER/HEADER NAILING SCHEDULE POST-TO-GIRDER/HEADER CONNECTION �001`SHEATHING- NAIL I NAIL yCOP)y LOCATION USP NUMBER DESCRIPTION APPLICATION JOINT DESCRIPTION QT SPACING NOTES H AS PER TABLE 0 DECK/PORCH RAILING SPLICED R/GIRDER WFCM-SBC 3.8 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN STRUCTURAL PANEL 8d U OISTS OV€R HEADE 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO- GIRD R/H ADR CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN ROOF FRAMING: OIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS NAIL JOINT DESCRIPTION QTY SPACING NOTES RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMOI, RAFTER CEILING JOIST 8'WALL:3-Bd COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMO JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE STU PARALLEL RAFTER WFCM-SBC LAP NAIL BEARING PLATE GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE ° OVER PARTITION WFCM•SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE rTl ° WOOD JOIST TO RAFTER WFCM•SBC END NAIL w BLOCKING 2•8d COMMON EACH TOE LEDGER . TO RAFTER END NAIL Vv 11 ° GIRDER/HEADER RIM BOARD EACH END Y WOOD JOIST WOOD JOIST 011FORHEADER • TO RAFTER 2•I6d COMMON END NAIL CONCRETE PIER O ••,'•• WALL FRAMING: Q �-• 0- ',+• JOINT DESCRIPTION NAIL NAIL NOTES W FLUSH JOISTS WITH HEADER/GIRDER ' ',.' QTY. SPACING W CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH TOP PLATE TO 2-16d COMMO PER FACE NAIL W THE PROPER STEEL CONNECTOR. BLE 2x TOP PLATE FOOT I" Z LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16"OC WITH WASHERS IMUM) TOP PLATES AT JOINTS FACE IF ABLE.SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERSHEADER/GIRDER-TO-POST CONNECTION 4-16d COMMO f— TO ALLOW FOR SHRINKAGE. INTERSECTIONS EA.SIDE NAIL OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION W )) STUD TO 24" FACE 2-16d COMMO LLQ ROD )I (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD O.C. NAIL Q REQUIRED (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PlEf HEADER TO l6d COMMON 16"O.G. FACE = O FLASHING TUCKED UNDER FOR STU HEADER ALONG EDGES NAIL V TOP PIECE OF SIDING AND TOP OR BOTTOM 2-16d COMMOP PER 2x4 STUD END LAPPED OVER FIRST CONTIN. II PLATE TO STUD 3.16d COMMO PER 2x6 STUD NAIL O PIECE OF SIDING BELOW BOTTOM PLATE TO:FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL O 0 1/2"DIA.LAG BOLTS W/WASHERS THREADED ROD END JOIST OR BLOCKING FOOT O CONNECTED TO BLDG.@16"CTC STRINGER CNW COUPLER NUT POST DECK FRAMING: @16" C NAIL (2)THRU- MINIMUM JOINT DESCRIPTION QTY SPACING NOTES END DISTANCE FLOOR FRAMING BOLTS t J015T TO: PER TOE 4-8d COMMON 2x 101575 PB44 POST c I 0 SILL,TOP PLATE OR GIRDER JOIST NAIL ANCHOR "dia. a •ti. : MINIM M ° BRIDGING EACH TOE p- G PIER 76"TREAD o e e END ANCE ` ,u TO JOIST 2-8d COMMON DRAWN: MH NIS' 12"x12N12" END NAIL BLOCKING FOR JOIST HANGER �+ •per"' CONCRETE FOOTING + "+� BLOCKING EACH TOE SCALE: 1/4"=1'-�" " °'4 'r .4 '• M„ s"Y V s"v 70101ST 2-8dCOMMON END NAIL LAG BOLTS p p , JOB#: GRADE +ya CONC.SLAB +¢ •. BLOCKING TO: EACH TOE RIM JOIST/BD. C e °;v (AS REQ.) 4e bq SILL OR TOP PLATE 3•I6d COMMO BLOCK NAIL December 18,2017 • HOLLOW COLUMN UPLIFT LEDGER STRIP EACH FACE SHEET NUMBER: °0 8"dia. a DECK PIER SIMPSON STRONG TIE MODEL STRRI/2 DECK P05T FTG.CONNECTION TO BEAM 3 I6d COMMO JOIST NAIL •a b 'V a 4 p a CONIC. e�•s• PER PLAN INSTALL AS PER MANUFACTURE'S RECOMENDATIONS LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER 3-8d COMMONPER TOE DECK/PORCH LEDGER CONNECTION 3'-0 11.14 PIER r4.• TO BEAM JOIST NAIL 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING PER END BAND JOIST 3-16d COMMO 4°' •'°'> 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO J015T JOIST NAIL °a > BAND JOIST TO: PER ° 4'-p.° SILL OR TOP PLATE 2-16d COMMO FOOT TOE NAIL g ,4` 1�r_�!� xr�,�M�c-i•F Fes` '