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HomeMy WebLinkAbout42849-Z fF01' Town of Southold 8/29/2019 P.O.Box 1179 co co T 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40664 Date: 8/29/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1425 Orchard St, Orient SCTM#: 473889 Sec/Block/Lot: 25.-2-22.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/28/2018 pursuant to which Building Permit No. 42849 dated 7/10/2018 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: alterations and additions, including deck and outdoor shower stall, for a non-habitable non-sleeping accessory pool house as applied for. The certificate is issued to Mannix,Daniel&Michelle of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42849 4/19/2019 PLUMBERS CERTIFICATION DATED cr ignature go�otIn TOWN OF SOUTHOLD a oy 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#: 42849 Date: 7/10/2018 Permission is hereby granted to: Mannix, Daniel & Michelle 451A Degraw St Brooklyn, NY 11217 To: construct additions and alterations to an existing accessory building (non-habitable pool house) as applied for. At premises located at: 1425 Orchard St, Orient SCTM # 473889 Sec/Block/Lot# 25.-2-22.1 Pursuant to application dated 6/28/2018 and approved by the Building Inspector. To expire on 1/9/2020. Fees: Y $258.00 CO -AC SORY BUILD $50.00 otal: $308.00 Building Inspector Form No.6 i TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 i 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: ro lines,streets,and unusual natural or 1. Final survey of property with accurate location of all buildings,property 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$15.00 Date. 2 New Construction: V Old or Pre-existing Building: (check one) /� Location of Property: (i II Hamlet House No. , t Street Owner or Owners of Property: PjI u �A A' ` i A Suffolk County Tax Map No 1000,Section Block ® 2 Lot � �• ` Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: rcheckFee Submitted:$ J��Q. 7Are r3f so Town Hall Annex Telephone(631)765-1802 54375 Main Road CAR Fax(631)765-9502 P.O.Box 1179 ® a� roger.riche rt ED-town.southold.ny.us Southold,NY 11971-0959 ;®l�coUi� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mannix Address: 1425 Orchard Street city:Orient st: New York zip: 11957 Building Permit#: 42849 Section: 25 Block- 2 Lot: 22.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Laurel Lighting License No: 4718-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 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 Fixture Time Clocks Disconnect Switches g Twist Lock Exit Fixtures TVSS Other Equipment: "Accessory Building - Pool House" 1- Paddle Fan. Notes: Inspector Signature: Date: April 19, 2019 0-Cert Electrical Compliance Form.xls OF so//lyolo * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG [ ] 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�Z� vv 1r oe so�TyO # TOWN OF SOUTHOLD BUILDING DEPT. °�ycou765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] SULATION [ FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: &A —WA*�� lye DATE INSPECTOR OF SO(/ryo� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION AL [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ /] CAULKING REMARKS: (' t OVIC &t&-79,tC DATE �� INSPECTOR`S SOU,y o`o # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE B d INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) •'FOUNDATION (2ND) pL � o N ROUGH FRAMING& ® i PLUMBING y K: • � N INSULATION PER N.Y. y STATE ENERGY CODE �s FINAL my ADDITIONAL COMMENTS T111S 43 e � � d TOWN OF SOUTHOLD ,BUILDING PERMIT APPLICATION CHECKT BUILDING DEPARTMENT Do you have or need the following,before applying-t---, TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX:'(631) 765-9502 Survey Southoldtownny:gov PERMIT NO. l Check 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 Contact: Approved b ,120 Mail to: AKK &C4W.441Z. Disapproved a/c Phone: 73 - 1 915 Expiration ,20 Buil ing I spec r APPI, TION FOR BUILDING PE JUN 28 2018 ; Date Z? , 20 INSTRUCTIONS B1;TIILDING DEPT. a. This applit bjr,1 T,e1ac 'ffly 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`prerhises,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 commencedwithin 12 months after the date of issuance or lias 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 i caner ssee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises I4 ,Q� (As on the tax roll or latest deed)' ' If applicant is a corporation, signature of duly authorized officer (Name and title of'corpor_ e officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locat'on o nd.on which ropose w will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block Z Lot 2 2 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of propo construction: a. Existing use and occupancy tff b. Intended use and occupancy—s4/14 c WT2�� I ! �L l uf 3. Nature of work (check which applicable): New Building Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost 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, comercialor mixed occupancy, specify nature and extent of each type of use. ♦ e 5 t 7. Dimensions of existing structures, if any: Front Rear Depth Height e , Number of Stories Dimensions of same structure with alterations or additions:-Front I Rear Depth }} Hei ht Number of Stories 8. Dimensions of entire new construction:_Frcnt Rea!nlm i t �'f = - 'Depth `( � Height ---_ ---Nu�m�ber pf ft�es � 9. Size of lot: Front. Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated F—�o 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX 13. Will lot be re-graded? YES NOY.Will excess fill be removed from premises? YES A<NO 14. Names of Owner of vreinises 4/v 06 Address Phone No. Name of Architect cov '�-- Address Phone No 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 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 anddistances 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_X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OFA .being duly sworn, deposes and says that(s)he is the applicant (Name of indi idual signing contract above named, CONNIE D. BUNCH Notary Public,State of Neer yo* (S)He is the Tr-'er No-01RUaleaMp (Contractor,Agent, dorporat6 Officer, etc.) Qualified in Suffolk- County Commission Expires April 14,2�v 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 two before meth's /* day of 'Notary Public Sign e of Applicant Scott A. Russell STOIKIMWAXER SUPERVISORMANAGEMENT SOUTHOID TOWN HALL-F.O.Box 1179 53095 AUm Road-SOUTHOLD,NEW YORK 11M Town of Southold CHAPrER 236 - STORMWATER MANAGEMENT WORK SHEET ( To BE COMPLETED BY THE APPLICANT) 'Y LOWING. DOES THIS PROJECT EWOLVE AN OF THE FOL (CHECK AM THAT AMY) Yes No A. Clearing, grubbing, grading or-stripping of land which affects more than 5,000 square If eet feet of ground surf ace. 0 B. Excavation or filling involving more than 200 cubic yards of material - within any parcel or any contiguous area. C.P Site preparation on slopes which exceed 10 feet vertical rise to 10( 0 feet of horizontal distance- 0 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. rim E. Site preparation within the one-hundred-year floodplain as depicted on FHIM-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. @I of the questions Wme,STOP! Complete.the Applient section below with yow Name, �44 If you answered NO to Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your projeCL 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 with your Building Permit Application. 11� 1 APPLICANT: (Property Owner,Design Profmional,Agent.Contractor,011mr) S.C.T.M_ 000Dkflncl NAME HA AZ X rft---- 1.5Z U--!-( 0& 2 7lt Section Block Lot FOR BUILDENIG DEPARTWIENT USE ONLY Contact information: W/r By. � & AReviewed Date. Property Address Location of Construction Work- — — — — — — — — — — — — —jy Or,- Approved for processing Building Permit. 14V� 0""0 r I Stormwater Management Control Plan Not Required. — — — — — — — — — — O/Z 16mr Stormwater Management Control Plan is Required. Lj (Forward to Engineering Department for Review.) FORM 4' SMCP-TOS MAY 2014 UILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 4 219 Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 j)ii Jtephone (631) 765-1802 - FAX (631) 765 -9502 'loOV ibUTao roger.richert(abtown.sou thold.ny.us ws APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: t I Av(L............-Zla'o jv11V6- Name: License No.: email: Address: lPhone No,.: JOB SITE INFORMATION: (All Information Required) Name: -4a Add ress: In, Cross Street: 64 L-1 Phone No.: Bldg.Permit#: -2- 19 email: Tax Map District: 1.000 Section: Block: Lot: —J BRIEF DESCRIPTION OF WORK (Please Print Clearly) 2o L/q I'\ 1-! 1 ne "J - C-1, Circle All That Apply: Is job ready for inspection?: (D11 NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size I 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: IVA PAYMENT DUE WITH APPLICATION 82-Request for Inspection FormAs Town Hall Annex �+� �' •�e Telephone(631-1802 s� 54375 Main Roado Fax(631)734-9502 P.O.Box 1179 co Southold, NY 11971-0959 Q 13UILDIN EktPA[';VT ENT NOTIC_E OF UTILIZATION-OE_TRUSS-TYP-E O-STRUC`CC©N, PRE-ENGINEERED woof) coNsTRuum f1NWOR-T=l BER CO.NS-TRUCT10 ®ate: ®�o Owner.- Location of Property: MI�W4-•'� Please take notice that the(chedk New residential t[cture Addition to eAsti r idential strip rre C s Rehabilitation td ap<6i fisting-re_sWentio sfru iia - ; y to be constructed or perforrl�ed at itiefl ctl j i't' jt. of r rice above will atilize (check applicable line): ` =",• ` Truss type constluCttbn Pre-engineerdd Waatdluc limber construci®r; in the followirig location(s)(check applicable line): Floor harming, includit gsgTrdeM;a�d:��a�s(�} Roof ltdrhinq(R)= --: _- - - f=loor an roof. "ing Wky Signature: ` Name (pas s-©:a.wbi. itting this fon : -1-1 W G Z_ Capacity(check applicable line): _ Owner Owner representative TrussResReg15.docx Effective 1112015 REScheck Software Version 4.6.4 Compliance Certificate Project Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: MANNIX HOUSE Mark Schwartz,Architect 1425 ORCHARD STREET P.O.Box 933 ORIENT, NY Cutchogue, NY 11935 631-734-4185 mksarchitect@optonline.net Compliance: 1.2%Better Than Code Maximum UA: 82 Your UA: 81 Maximum SHGC: 0.40 Your SHGC. 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area- Assembly or Cavity Cont. U-Factor UA Perimeter 11-Value R-Value Floor 1:All-Wood joist/Truss:Over Unconditioned Space 500 0.0 19.0 0.043 22 Ceiling 1: Cathedral Ceiling 500 0.0 18.0 0.051 26 Wall 1:Wood Frame, 16"o.c. 650 0.0 19.0 0.043 27 Window 1:Wood Frame:Double Pane 20 0.300 6 SHGC: 0.40 Compliance Statement: The proposed building design described here is cons ent wit the building plans,specifications,and other calculations submitted ittka' _ it application.The proposed building�7ae�en,d theto meet the 2015 IECC requirements in REScheck Version 4. ith the mandatory requirement �sec 'n t REScheck Inspection Checklist. Name-Titley it Signature Date or N Project Title: Report date: 06/27/18 Data filename: C:\Users\Drafting Station\Documents\REScheck\MANNIX.rck Page 1 of 1 REVISIONS SITE DATA: SCTM # 1000-25-2-22.1 DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 44089.5 SQ.FT. 1.01 ACRES - ESTIMATED AREA OF 2700 SQ.FT. - - GROUND DISTURBANCE: i EXISTING HOUSE: 982.0 SQ.FT. 2.2% - - EXISTING PORCH: 52.0 SQ.FT. 0.1% - - EXISITNG STOOP: 21.5 SQ.FT. 0.1% - - Qe D �p EXISTING POOL: 1000.0 SQ.FT. 2.3% - - EXISfNG SHEDS: 174.7 SQ.FT. 0.4% - EXISITNG BARN: 508.6 SQ.FT. 1.2% - - PROPOSED ADDITION: 39.2 SQ.FT. 0.1% 2 CU.YD. I CU.YD. PROPOSED 2ND.FLOOR DECK: 242.2 SQ.FT. 0.5% 5 CU.YD. 2 CU.YD. O .~H N PROPOSED DRYWELL: 6'dia.,3'deep - 4 CU.YD. 1 CU.YD. ti 1 Mr 1 TOTAL: 3020.2 SQ.FT. 6.9% 11 CU.YD. 4 CU.YD. a M m N a � HAY BALE OR SILT FENCING MEETS&BOUNDS BY: JOHN EHLERS LAND SURVEYOR SURVEY DATE: 04-15-00LIMp k w NOLM RE 65 THANI2l7 FROM K ASItf A LVA W 00 2 N 3055'30" E INDROPOD ON SSIIT �E PLAN 150.0' /1I v Ln VVV ti o &S° 2� g6 J 2Or'� w` �'I°2�1 Q, - m y - -- -- - ,� - ----------•----- - --=; ••- N 3°53'0" E 118.0 co CONSTRUCTION N ENTRANCE 6'DRYWELL ° I DRYQ EXISTING - EXIST NG 14.0'," I CONC.WASHOUT O DRIVEWAY - BAPROPOSED 1- 2ND.FLOOR RC1 5' :::r . DORMER TOP SOIL <C/ 8?6 I� PROPOSED 44j - ; 2ND.FLOOR `--'� ;; DECK w/STAIRS EXISTING OUTDOOR , /L SHOWER TO BE 1 - -- -- --- - C.� RE-BUILT PROPOSED 1ST.FLOOR EXISTING 2 STY- ADDITION Q HOUSE EXISTING PATIO EXISTING INGROUND O N GRAD POOL _Zl1-1) ^ N W d 1-/ NOTE: EXISTING N a (,J ko EXISTING POOL FENCING 12'-4 X10'-4 CL_ NOT SHOWN SHE O O 5 GA v, EXISTING 6'X8'SHED 5 �( S 4014'0" W 421.30' COM RK STATE &TOWN CODES SITE PLAN Y WITH ALL CODES OF NEW YO AS REQUIRED SCALE: 1" = 30'-0' ARD _. . FF SO RMnDTO""� �� . .DEC 1-•tit j, i Y STORM WATER MANAGEMENT DETAILS F; NEW DORMER ROOF 60.0 SO FT. N.T.S. [ � �I j vx O� -:' L� 2ND FLOOR WATER PROOF DECK'242 2 SO.FT. �„}'lSJ• i \\ _ I r �+,+ LL! TOTAL:3022 SD.FT. L�erOL i SI,.4�.- _ ' - L 1^� AT 100%WATER RUNOFF:505 CU.FT ` �j�yt S`\`�/ J - PROVIDE(1)6'DIA.X3'DEEP DRYWELL llE IS i- + (�( 1. ... ria �.. .:`.L.,�. iti.-4-t i. -' L DRYWELL CAPACITY 67 CU FT. 6 R E ! ^� ��� • t i l .,I` x�Y- i I� �,'' V I r~' +1, ... .J» +-., f SINGLE BEAD HALF ROUND GUTTER REY. C `" �' ~ Z STANDARD 5" " (1� i C,n t1 �' Eitltl.'i'r. NOTES: � r.1 ri !��.::•_I;..,i �)'I �,�''' () � 1).EKEQIRON; A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: / A).CLEANSU THOROUGHLY PRIOR TO INSTALLATION. ��� B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR 1a Lo ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. •/!g)Y, Ot C .PAINT CONCEALED METAL SURFACES RFACES AND SURFACES IN CONTACT WIDISSIMILARrr, 6i t A y N METALS WITH PROTECTIVE BACKING PAINT. y." i(Y� �„pCARDING REQU� '��' �`.,°''°•-'��r '+;�` ' Yep ® TRUSS P � ,' >:, 3.INSTALLATION. A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS, I). GUTTER TO BE PITCHED TOWARDS LEADER 1'TO Z"FOR EVERY 40'OF RUN, p.1 ^ 2).SHEMETAL JOIN LENGTHS WITH WATERTIGHT JOINTS. ('A t�•� y�•"'' +, a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND et�'ed '�� �e �` _ '' • ,":y ACCESSORIES. {" rr i' '�'+ku.t ^I•-{ ` B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT O CONNECTORS. Ylr�• 1�1�F� tx 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. t� A"+ER , ?• `.L� { DRAWN: MH/MS DRY WELLS TO BE 10'MIN. 4).PROTECTION: R��AA)PROTECT tr`a ST QRPJI N Ap IE 236 2 t �r AWAY FROM HOUSE INSTB)' OUCH-UCOMPLETP, OD BEFORE SUBSTANTIAL p�CO PLETION OF PROJECT. RSUr1V��v ODE. i� ��x3 4 JOB#E 1/4"-1'-0" Oo `V 11 June 27,2018 SHEET NUMBER: REVISIONS so O In N .� m M r O o � z � � m z 0 N 0) SOUTH ELEVATION Wz SCALE: 1/4" a F- �D w Y O co O w N U) Z - - - - �j F- - W_ 2 � U O O a DRAWN: MH/MS �, -'`_ .f '""•j°'• � SCALE: 1/4"=1'-0" JOB#: June 26,2018 ' 00 � SHEET NUMBER: EXISTING SOUTH ELEVATION - SCALE: 1/4" = 1' REVISIONS O O00 o��O I to o I ti N N � U - - - - tt rn - ki V o r-o 0 0 tt I m � EAST ELEVATION SCALE: 1/4" = 1' o a a � w ic) I w >- N w W D ~ ~ Q W_ U O toO N N y f Jet � y �' DRAWN: MH/MS SCALE: 1/4"=1'-0ll JOB#: June 26,20]8 SHEET NUMBER: EXISTING EAST ELEVATION SCALE: 1/4" = 1' A-2 REVISIONS 0 0 OOH°o----^oma°3 — _ Ll� �p I 0 N �+ — - - —AcN ti 0 \' 4� o N w I U 0 NORTH ELEVATION SCALE: 1/4" = 1' w z o � Jr- � x � ~ z w w I � � � z o ~ ~ w = O U O N DRAWN: MH/MS tX SCALE: 1/4"=1'-0" t'.• .e' JOB#: ' June 26,2018 SHEET NUMBER: EXISTING NORTH ELEVATION •��� � �� SCALE: 1/4" = 1' 3 REVISIONS O00 oO0 0 I c� o � , H N cn z O o w N m I o WEST ELEVATION Q SCALE: 1/4" = 1' o a O F"' - - - - - - - - - - - - - - - - - - - - �D L7 w w LO , o N O w w - - - - Z o ~ z Q w_ z Or- (.) O OfO N N rn .yam . NT r CIVr b! � ' DRAWN: MH/MS SCALE: 1/4"=I'oll JOB#: June 26,2018 SHEET NUMBER: EXISTING WEST ELEVATION �� �� �� SCALE: 1/4" = 1' A— 4 REVISIONS Gv'o o°QO 22'-0" 6'-0" 16'-0" 6'-0" 16'-09' 0 N A 10 5'-0„ 5'-5"+/- � A M ^CD% i_________________;-i--�_1__1 11 Q =_________= (2) 1 , 1 t I I 1 III 1 1 1 1 1 , 1 1 O .� U 2X12 ACQ GIRDER Up sn In 1 1 I 1 I 1 I 1 I 1 1 1 1 1 ; 1 I 1 1 1 1 1 1 III 1 1 1 1 1 1 C.1 w d W 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 I � S t-i O I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 n 1 : (2)2X12_ACQ GIRDER (2)2X12 ACQ GIRDER _ (2)2X12 ACQ GIRDER Q Cl O O ' 1 LU 2X6 STUD WALL ON I I Iul 8"PC WALL w/16X8 8'— '1'—]1 2"^ FTG,(2)#5REBAR 1 O O O 1 1 PROPOSED DECK 0 0 42" ' BLE 0 � , 00 2'_6" JL�JIL_/\1 1 O ' Q0 STORAGE N "-6- n - 8 -0" 89— , H FREE STANDING SHELVING/ d Q ' a RACK FOR PADDLE BOARDS '-6' PROPOSED DORMER '-6' AND(3) KAYAKS(TBD)- 8'-0"PLT.HT. ' FWH60611APLR - F� Z z - -- 5'-1"PLT.HT. T'<2)9-1/2 L HDR 5'-1"PLT.HT.; • I I R D O 1 ,¢ w EX. WER O O m m 1 0 N D Uri STORAGE � � 1 I Ln CC 1LLLI-, I I I 1 1 N N \ I / 2'-4" I 13 3 I ` 1 , 1 ' EX. STORAGE EXISTING ! 8,—6„ = POOL 1 1 1 1 v - - `✓ 1 EQUIPMENT EX.4X6 GIRDER EX.4X6 GIRDER - L- - - - Ll - - - - -' ® I ---F - -- - - ' - - - - _ INSTALL(2)9-1/2 ML w/1/2"STEEL ; ; INSTALL(2)9-1/2 ML w/1/2"STEEL UNDER EXISTING GIRDER __ _ __' UNDER EXISTING GIRDER EX.TURNBUCKLE ' 1 i TO RIDGE ' ! INSTALL STEEL COLUMN __1; w/30X30XI2 CONC.FTG. POOL HOUSE ; REMOVE EXISTING STAIRWAY w ' SHIPLAP WOOD , (UNCONDITIONED SPACE) ; CLOSE OFF OPENING EX. GARAGE 1 A Y REPLACE EX.DOOR I w/45min FIRE RATED 1 1 ' O � 1 DOOR w/STEEL JAMB, ~ } 1 ; INSTALL 5/8"TYPE-X W SC HINGES 1 ; FIRE RATED SHEETROCK W ON WALLS AND CEILING `O Imo. W U) Z 1 1 ------------ EX.BARN DOOR TO REMAIN ~� Q W ------------------------------5'_1�2LT_UZ.---------------------------------- U O 0 O Lo N N 2ND. FLOOR PLAN W E PROJECT NORTH 1ST. FLOOR PLAN W E PROJECT NORTH ^ SCALE: 1/4" = 1' S SCALE: 1/4" = 1' Sw 'a I r * DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: } � #2y /A June 26,2018 SHEET NUMBER: 01s ' � REVISIONS IA y 2' _r_ PROPOSED DORMER r---------------------- ---r- --------- _________-,--- -____________________--- FASTENER TYPE: SPACING: lI I �I ( I ( / ' I , I / / I 1 I 1 I 12 2X RR N- O O .R 1 I , I 1 I7 @ l 6"OC 1 I BA,EMBEDMENT NCHOR WITH N I6.00 �I i , >> `► 1 ` ` 1 ` ;1 ,i ' ' ' ' 1 ' ' a No.10 ANCHOR WITH I I ( ( \ ( ( • I ' 1 , I I BASED ANCHOR WITH l6"OC 1 I/ 2bn.EMBEDMENT LENGTH I 1 -— W 1 I 1 (' 1 I ( t 1 I x 11 I/Mn.do. WITH I I I (V 1 I 1 BASEMBED E TUEN 16"a - I - I I - I I - I I I 1 11 1 �� i i I 11 tin EMBEDMENT LENGTH 1 11 }I V EXIST. ROOF I +6� �P� I EXIST. ROOF I I I 1 1 I SHEATHINPLYWOOD �!! V�� ' ------------- ----------I I 1 �\ / I , �1 I I I I 1/2•APA RATED SHEATHING 1 1 I \ X 11 GMDE PLYWOOD 1 I �\ I I I I �\ . 1 , �, I 1 I I 11 1111 I I 11 (ALTERNATIVWE:7nCo.Ae) 1 I --'--------- -----------I I 1 1 , I LL I I ® 1/2•MA RATED SHEATHING I I I � / I � � O i I I GRADE KMOOD I I I I I I 11 e•y I I (ALTERNATMVE:7,16•O.S.B.) I I ® x - (2)1-3/4X5-1/2 ML FASTFNFR E. SPACING: 'I 2%,DUDS No.R WOOD-SCREW \ \` STUDS— RAS OS I I m BASED ANCHOR WITH ID"OC r 1 ® I ' 1_1,, WINODW SILL tin.EMBEDMENT LENGTH ( I 1 I ,I / TYPICAL WINDOW OPENING Nn.low000-scREws ( l \1 BASED ANCHOR WITH 12"OC I I I 11 ' / 1 I I PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH THAN 4 FEET 1/4m.di..u SCREW 'I I , i I , I 1 I 1 ( , I I 1 1 BASED ANCHOR WITH --OC 2m.EMBFOMFNT LENGTH TYPICAL DOOR OPENING ' ' ' ' � r\ PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE. SPACING; U r=1 2-2X4 DF#2 STUDS CONNECTED I I I I Q� AND E UAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.a W°°°-saEw Q BASED ANCMOR WITH B•OC I I I I OR GALVIMNUT BOLTS" WASHERS THAN 6 FEET AND NUTS@2'-0.O.G tin.EMBEDMENT LENGTH I I I I Nu Io woDo-saeEws TYPICAL MULTIPLE OPENINGS BASED ANCHORWTTH 9"DG 1 I PANEL SPAN GREATER THAN 6 FEET tin.EMBEDMENT LENGTH 1 I EXIST. ROOF --_. 1/91n.tlW.IAGSCREW I 1 AND EQUAL OR SMALLER BASED ANaoRwrrH 16•ac THAN 8 FEET Nn.EMBEDMENT LENGRI 1 1 I I WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 1 1 1 I I 1 1 I I AS PER SEC. 1609.1.2 2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) 1 i I I WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16- AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL I I I I CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 1 I 1 H ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. __________________________________________________________'; HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. W x ¢ � N z CJ o � ROOF PLAN W E PROJECT NORTH H SCALE: 1/4" = 1' U � rw a s 3 11/2 11/4 b LAV QI �i 0 USE W.C. 3 011/4 W Q C.O. 3 POOL HOUSE 11/2 11/4 SHIPLAP WOOD CABLE RAILING WALLS AND CEILING I I WC• 14V 5/4"DECKING OVER 01 V 1 I3" EX.4X6 2X ACQ TAPERED SLEEPERS F.A.i. GIRDER U ON EPDM,FLASHED,3/4" I O EX.FLOOR EXTERIOR T&G SHEATHING __ _ _ O W 1- 2X10 TAPER TO 2X8 ACQ @16"OC w W 3 011/4 (2)2X12 ACQ Z C.O. INSTALL(OR REPLACE) GIRDER Q F_ 3 (2)9-1/2 ML w/1/2" STEEL W Q elfW 00 V O 4 STORAGE STORAGE 6X6 ACQ O TO APROVED 4"C.I. SEPTIC SYSTEM POST C� � TRAP HOUSE ACV 2X6 ACQ SILL PLATE r SLOPE" 1/4" PER FOOT PITCH TO DRAiN TERIMITEE . «. SILLLLSEAL v.6 A-r'+�, EXISTING e PLUMBING SCHEMATIC :P ----------- �' •�G• rf � ¢ A 6"PC SLAB 4 a _ '�'' ' / DRAWN: MH/MS 10/10 WMM 4, 8"PC WALL 12"dia.CONC. O A a t 1, . _ , EXISTING PiER SCALE: 1/4' 0' N ■T■S. d i� • ;g JOB#: s�ve�. � June 26,2018 16"X8"FTG. 24"X24"X12" d ® (' SHEET NUMBER: (2)#5 REBAR CONC.FTG. VSAZ'�3 SECTION A-A SCALE: 1/4" = 1' A-6 REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD ENDWALL CRIPPLE STUD C BOTTOM PLATE �00 RIDGE LEDGER BATHTUB ©o 0o HEADER DOUBLE JOIST SIDEWALL RAFTER 4JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION14 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR p HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE N THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD U THROUGH-ROOF EXHAUST VENTS SELECTED AND t cl M e-i k LOCATED BY CONTRACTOR _ METAL STRAP VENTILATION CHANNEL U RIM BOARD RAFTER AS REQUIRED U Q s SILL PLATE(S) RAFTERS MAINTAIN VENTILATION WOOD JOIST U r FOUNDATION TOP PLATE BLOCKING os 2x4 LEDGER BLOCKING z STAPPING TO BE ATTACHED TO WALL STUDS 048"OC s 2x4 SOFFIT JOIST ,r AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. �i� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS i OPENINGS OF 1A INCH IN DIMENSION. i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS CONNECT TO ON ALL OPENINGS / ` 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ��� B" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS 2ND. FLOOR WALL i RAFTER H W 4- i Q WOOD JOIST �-+ H_ o TOP PLATE GIRDER/HEADER 1ST. FLOOR WALLWOOD JOIST STAPPING TO BE ATTACHED TO WALL STUDS 048"OC W AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION y INSTALL 4'0" O.C. z 4" - 8" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION Q ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT75 TYDOWN ANCHOR INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD ( r SILL GASKET r r _ 1 TYP. CONC. FOUNDATION CONC. SLAB /� � �� DAMPPROOF EXTERIOR 6 MIL. POLY - V3 GRANULAR FILL 6MIL POLY ON EXTERIOR V • y STEEL COLUMN A s a a CONC. SLAB • I • .� , u -r•° ` � `% � i v ANCHOR BOLT EMBEDMENT: // II � n 1'4 POURED CONCRETE: 7" • T/1 .s V I . COMPACT FILL sr BLOCK WALL: 15" �D Y D . w KEYWAY FOOTING o y a A GONG. FTG. � USE WITH 3x3 SQUARE WASHERS s - ;O ANCHOR BOLT CONNECTION ) ` (USP LBPS58 OR BP583 ` REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I 1.1_I I DRAIN TILE p • ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING i w W SILL PLATE TO FOUNDATION 1 STORY 72" OC Z CRAWL SPACE OR FOUNDATION ►`�//�J+ TYPICAL GONG. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC D ~ WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" GONG. FTG. CRAWL SPACE OR FOUNDATION �� W WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC Q LAB-ON- RADE Of U 0 SUBFLOOR GONG. SLAB I DOORFRAME O 6X6 10/10 WWM GARAGE JOIST COMPACT FILL I DOOR l� IUSE 2X8 STEEL BEAM UI ^Z FOR BLOCKOUT 4" SLAB r • P.T. PLATE W/ 6X6 WMM \ SLOPE ` 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT "+A :`rj;`hq (WITH A NAILING PLATE IF NEEDED) y=;y b9 ° • a• •p" s• :• • TO BE APROX. 1/2" OR HIGHER THANa . ' a .cS'p �A s • . STEEL BEAM TO ALLOW FOR SHRINKAGE y- �� °•� L a __Q_�__�_ _.� �S D s O •. . -. PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)A �✓ : °•� Da °� D .Da ► a . D —� A a6X6 W.W. ° • • w r — . yR a 'y DRAWN: MH MS 12" - MIN. SCALE: 1/4"=F- 0" REINFORCING BARREINFORCING BAR e• s C•.° r ar ° II—II IS •t JOB#: 12" -r. :. ,,,,,'s June 26,2018 DRAIN TILE �� �I • a O' �.° ° — 'f - BEAM _ • TE BOL uta ' M) E SHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. + • � REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. '�, �„ 4 GARAGE DOOR BLOCKOUT d�`�'" � a1r ' REVISIONS \X/1ND 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. 4"MAX. 4"DIA.MAXIMUM 4"DIA.MAXIMUM I POST GIRDER/HEADER 0 z_ 666,l p m s . POST/COLUMN Z 12"xl2"x12" 0 CONCRETE FOOTING + +? �o M 1" DECK POST FFG.CONNECTION DECK/PORCH RAILING LOCATION USP NUMBER I DESCRIPTION APPLICATION 4X4 POST PAU44 OR WE44 1POST/BEAM ANCHOR JAPPLY TO EACH FOOTING POST-TO-GIRDER/HEADER CONNECTION STAIR RAILING 6X6 POST PAU66 OR WE66 1POST/BEAM ANCHOR JAPPLY TO EACH FOOTING N USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS ti 1-1/2"SPACE U MINIMUM t r rn HANDRAILS V z x x > w 0 GIRDER U m Ln POST 0 - m GIRDER/HEADER o o t RIM/DECK JOIST POST/COLUMN BALUSTERS o CONCRETE PIER o o OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN LOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USE MIN.(2)1/2"DtA.GALV.BOLTS WITH WASHERS AND NUTS (2)BEAMS IPAU44 OR WE44 IPOST/BEAM ANCHOR JAPPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3)BEAMS IPAU66 OR WE66 1POST/BEAM ANCHOR JAPPLY TO EACH PIER FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. tf� GIRDER/HEADER PIECE OF SIDING BELOW 2-1/2"DIA.LAG BOLTS W/WASHERS Z CONNECTED TO BLDG.@32"OC UNDISTURBED SOIL STAIR TREAD LAY PLASTIC BASE DIRECTLY ON POST/COLUMN Q� Q C o 1 UNDISTURBED SOIL(ORGANICS REMOVED) Q�] RIM BOARD o o LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB O BRACE TUBE 1 ~ STRINGER FLOOR FRAMING 2x JOISTS 'I''\ FILL AS PER MANUFACTURES'INSTRUCTIONS U BLOCKING FOR111=11Ial1 JOIST HANGER -III III III=III;III=III III III III=11 Z/1 E- POST-TO-GIRDER/HEADER CONNECTION !LAG BOLTS p LOCATION USP NUMBER I DESCRIPTION APPLICATIONe' RIM JOIST/ 4x4 SOLID COLUMN PBS44/PBSE44/KC44 1POSTCAPANCHOR APPLY TO EACH COLUMN �• O 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN STRINGER TO DECK/PORCH CONNECTION HOLLOW COLUMN SIMPSON STRR1/2 I H.C. ANCHOR JAPPLY TO EACH COLUMN DISTURBED/POOR SOtL DECK/PORCH LEDGER CONNECTION LAY 4-6"LAYER OF CRUSHED STONE OR GRAVEL LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL ffiftLEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB \ BRACETUBE FILL AS PER MANUFACTURES'INSTRUCTIONS QAN GER OC =III III-III III=III=III=III-III-III=11 (2)THRU- WOOD JOIST BOLTS I JOIST ST 4 R "dia. CONC.PIER FOOTING Y PIER GIRDER/HEADER �- p 16^TREAD BIGFOOT SYSTEMS FOOTING FORM a WOOD JOIST IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN O O ' s ° G GIRDER/HEADER a COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS GRADE e C(AS R 4 W SLAB ,a• AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT °.D, (AS REQ.) "0.ea PRESCRIBED IN THE CODE. • ° ED FLUSH JOISTS WITH HEADER/GIRDER THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT W a°b 8"dia. °"d a DECK PIER ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBG EVALUATION SERVICE REPORT ` J I-' Z T-0" 4>'• CONC. °.'•' PER THE PROPER STEEL CONNECTOR.PLAN SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. U) >�4- PIER v'°4' IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LOCATION JUSP NUMBER I DESCRIPTION APPLICATION Q Z TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER I RT10 ITYDOWN ANCHOR CONNECT TO EACH JOIST ~� Q j J a e •o•p eQ�p a M 0 U CLIMATIC&GEOGRAPHIC DESIGN CRITERIA Q� O HANDRAIL NOTES: DECK& PORCH NOTES: ` C\I GROUN WIND SEISMIC FROST WINTERICESHIELD NAILING SCHEDULE N All required handrails shall be of one of the following s 1.Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. FLOOD It 9 g tYPe ) g SNOW SPEED DESIGN EATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN or provided equivalent graspability. All fasteners,hangers and anchors to be galvinized or stainless steel. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING r 1).Type 1.Handrails with circular cross section shall have an ).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts 20 PST 130 B SEVERE 3 FT. MODERATE SLIGHT TO Il NONE JOIST TO- 4-8d COMMON TO HEAVY MODERATE SILL,TOP PLATE OR GIRDER 2 Sd COMMON PER TOE +w �w outside diameter of at least 1-1/4 inches and not greater Girders on concrete piers shall be anchored with proper steel connectors anchored JOIST NAIL Q'��ry t 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. BRIDGING EACH TOE TO JOIST END NAIL ;> Ay..t' , perimeter dimension of at least 4 inches and not greater 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. BLOCKING EACH TOE than 6-1/4 inches with a maximum cross section of Use a minimum 1/2"dia x 7"longanchor bolt with washers and nuts.Footings Shall CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT 2-8d COMMON �. dimension of 2-1/4 inches. g TO JOIST END NAIL be 4 ft.below grade. I C� t DRAWN: MH/MS BLOCKING TO: EACH TOE a �1 / w a .'�T}! 2).Type 11.Handrails with a perimeter greater than 6-1/4 SOIL COMPACTION: 3-16d COMMO e y, '" f _ n YP P g 4).Deck joists to have blocking at 8'0 o.c,. SILL OR TOP PLATE BLOCK NAIL + fir' f +i r_+� SCALE: 1/4'—I-0 inches shall provide graspable finger recess area on both "' LEDGER STRIP EACH FACE } tt #: sides of the rofile.The fin er recess shall be rn with a 1).CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 3000# 3-16d COMMOew. P g S 5)-A minimum of 10 inch flashing shall be installed between the building and ledger •'� 3.� �:ci IOB,� 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 CAPACITY. JOIST ON LEDGER 3-8d COMMONPER TOE 1* June 26,2018 t'K portion of the profile and achieve a depth of at least 5/16 at 16"o.c. TO BEAM JOIST NAIL inch within 7/8 inch below the widest portion of the 2 .NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL t� Q SHEET NUMBER: profile.The required depth shall continue for at least 3/8 6).Concrete piers shall be a minimum 6"above rade. ) BAND JOU PER END P q P P g 3-16d COMMO inch to a level that is not less than 1-3/4 inches below the CONDITIONS PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. TO JOIST JOIST NAIL joists to be supported PER with hangers and anchors.Each Joist shall also be anchored BAND JOIST TO: tallest portion of the profile.The minimum width of the )•All PPo 8 2-16d COMMO TOE NAIL handrail above the recess shall be 1-1/4 inches to a to girder(s). 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 SILL OR TOP PLATE FOOT maximum of 2-3/4 inches.Edges shall have a minimum 8)•Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE radius of 0.01 inches. for any contact with ACQ. FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. A�8 REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE ® PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION Q-n. SPACING NOTES CONSTRUCTION NOTES' in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) � . 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES �� L3 o , OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER 2-Sd COMMON END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD 2-lbd COMMON EACH END (LIVE LOADS PSF) ROOMS(OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under r construction meant,methods,techniques,sequences,or procedures,or for safe the late and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 N q q P safety P P PP QTY. SPACING (DESIGNED FOR CAT.C) precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY specific use expressed or implied in the use of these tans. spacing it to be aced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL U p p p p g P2-16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION TOP PLATE FOOT SEE NOTE:1 i j .J M M anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE ` J M 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE M 4-16d COMMON INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that mason refabracted fc° fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: U o Z n or P P STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE v °� Co or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON STUD O.C. NAIL attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym"' SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. v z 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. >- gYP P 16d COMMON SMOKE&CO2 DETECTORS such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL Y in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION a U 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: YP q appropriate CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the ro riate PER FACE NAIL � FLOOR JOIST,BAND JOIST, 2-tbd COMMON length adjustment factors in table 3-16. FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 3).Provide 1/2"expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. JOIST TO: PER TOE 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL 8).CONNECTIONSAROUNDEXTERIORWALLOPENINGS: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on rade to be 3000 s.i..Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3 g P• TO JOIST END NAIL @ @ poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: P g g' BLOCKING TO: EACH TOE SEE NOTES:1 (BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMON INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD � anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL 6"maximum lifts(layers). P P g W along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1.3 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMON �a// attached with the above requirements. TO BEAM JOIST NAIL NOTES Z 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE 7).Dampproof exterior of foundation with bituminous coating at per section R406 of DECK AND COVERED PORCH NOTES: TO BEAM 3-8 d COMMON JOIST NAIL Z N.Y.S.Residential Construction Code.A 6-milpolyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. PP ) S P BAND JOIST 3-16d COMMONPER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvanized or stainless steel. TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, F--I BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. U 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMON 1 FRAMING NOTES Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. F_ into concrete with a minimum 1/2"dia x 7"lon anchor bolt with washers and nuts. - For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. � cl� 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL O Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x B"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. U Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Doo Unless Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) where needed. 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD GYPSUM 7" O.C.EDGE 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Sd COOLERS Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 .For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush beams headers to be installed with heavy du alvinized hangers and Sd COMMON ) g g q w Y tY g g PANELS WFCM-SBC anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON3"O.C.EDGE be used. 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Y Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10"O.0.FIELD O 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. O W } other access openings unless otherwise noted(typical). FLOOR SHEATHING: W 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. W __J JOINT DESCRIPTION 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Z state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U) where applicable unless otherwise noted. STRUCTURAL PANELS 6"O.C.EDGE 8d COMMO Z 1"OR LESS 12"O.C.FIELD � 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES Section R602.8-FIREBLOCKING REQUIRED W under all bearingwalls. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 1u Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: and to form an effective fire barrier between stories,and between a top story and the roof space. _ � requirements. Fireblockin shall be provided in wood-frame construction in the following locations. O 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF g P g � needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor O 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 0 CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed � Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. V1_ 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural ;r' SLID, A adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, r' 16 Ilk over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. qa• �,,((,,4 `sCfy+�` 1).All electrical to be installed as per N.Y.S.Residential Construction Code. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. •' members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. �.;"�"�'-!••� .vl,. DR WN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished. ` to be reduced tol-16d nail per foot. 1 3).All electrical work to comply with 2014 NEC. SCALE: 1/4"=1'-0" 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of JOB#: P as throughout 4).Install Smoke detectors and Carbon Monoxide detectors throu per section R314 SOIL COMPACTION: flame and products of combustion. ►( approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM g � torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR is � O' June 26,2018 TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. t+., x'1339 R SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. OF N�� ,r be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR ,"�..,.., ;..•+ (5.7 SQ.FT.2ND.FLOOR) 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE' - MIN.44"SILL-AFF DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE - SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY A-9 TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.