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HomeMy WebLinkAbout44185-Z o�g�FFOtk�oG Town of Southold 4/17/2021 a y� P.O.Box 1179 0 o • �, 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41967 Date: 4/17/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1300 Broadwaters Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-9-4.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/13/2019 pursuant to which Building Permit No. 44185 dated 9/18/2019 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 mudroom and covered porch,to an existing single family dwelling as applied for The certificate is issued to Argo,Erin of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44185 10/22/2020 PLUMBERS CERTIFICATION DATED t) e Signature 1 1 x -fes TOWN OF SOUTHOLD �suFFot�-�o BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . p 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#: 44185 Date: 9/18/2019 Permission is hereby granted to: Argo, Erin fib Orange St#2E Brooklyn, NY 11201 To: make additions and alterations to an existing single family dwelling as applied for. At premises located at: 1300 Broadwaters Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-9-4.1 Pursuant to application dated 9/13/2019 and approved by the Building Inspector. To expire on 3/19/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $278.40 CO -ADDITION TO DWELLING $50.00 Total: $328.40 Buildin Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%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$15.00 6311 Date. fJ New Construction: Old or Pre-existing ^Building: (check one) Location of Property: 1�0(c '� ��7 � � G Iy� House No. Stfeet Hamlet Owner or Owners of Property: FAIR) 6-a C0A),VtJe 9V - Suffolk County Tax Map No 1000, Section l Block 2-Lot— Subdivision LotSubdivision J Q� Filed Map. Lot: Permit No. ` U Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate:_ / (check one) Fee Submitted:$ Applicant Si ure Building,Department Application AUTHORIZATION (1'•'n c the apo scant is not u;z 0%%nei) residing at (Print propert, o,kner:name) (N4a;ting Address) I l3 Ifo hereby authorize VOW[(-, ���,I�I�C3✓'� T (Agent) _ to appl% oa my behalf to the Southold Building Department (Owner's Signature) (Date) (Print 6wner';Name) OF SO(/lgol Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q sean.deviinCED-town.Southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Erin Argo Address: 1300 Broadwaters Rd city Cutchogue st: NY zip: 11935 Building Permit#: 44185 section: 104 Block: 9 Lot. 4.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Tbest Electric License No: 49446ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 4 Ceding Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 2 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceding Fan 1 Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 6 4'LED Exit Fixtures Pump Other Equipment: Post Light Notes: Mudroom Wiring and Post Light Inspector Signature: - Date: October 22, 2020 S.Devlin-Cert Electrical Compliance Form ��I� �0��04 S00jyo� VVVV # # TOWN OF SOUTHOLD BUILDING DEPT. - °yibmm 765-1802 .INSPECTION [%I/FOUNDATION IST [ ] ROUGH PLBG. [ j FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] PRE C/ REMARKS: DATE 1410 INSPECTOR l�( �/ 1 0 7 �o��OE SOUryo6 # # TOWN OF SOUTHOLD BUILDING DEPT. `ycnurm ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATEMLZ JEW INSPECTOR OPSol/T, VO �,rcpgJ # # TOWW- OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [' ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 4Yr INSPECTOR pF SOU L44 f # TOWN OF SOUTHOLD BUILDING DEPT. �y�ourm '' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ], FIREPLACE & CHIMNEY [ ]- FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: DATE '1 ✓ INSPECTOR p SOU yO� 6 V # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION-21SID [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE-VIOLATION [ ] PRE C/O REMARKS: DATE °� ?�� INSPECTOR i' PE— i i r - Zip w a a F d �a k r s ere r A a- � n � da>5 � ¢1• 400,00- rK 77, + � 20 Yom.^, d" ��a� is sit NO C. i a vs 1- E 1/ r y, Allh SL MQ b Y zRTM 9 M.„, ? WE =WWIms � $ gny FIELD INSPECTION REPORT I DATE COMMEN �o ?a 1h Go MOri Jr— FOUNDATION FOUNDATION (IST) y ------------------------------------ FOUNDATION (2ND) z ROUGH FRAMING& r6 i PLUMBING y e v r INSULATION PER N.Y. H STATE ENERGY CODE l Avlol FINAL ADDITIONAL COMMENTS ( ci , 7Etw 0 � O x d Tf33 ,N`'OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST kiLDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,l�-y 119,71 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �j Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined -,20 Single&Separate Truss Identification Form / l Storm-Water Assessment Form >U( I Contact: Approved ,20 Mail to:MA& gQ41AIM T-r, Disapproved a/c Phone: Expiration 120 Buildin Inspec or SEP 1 3 2019 PLICATION FOR BUILDING PERMIT Date ® 20 =4�•.�A_ 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, age t, architect ngineer, general contractor, electrician,plumber or builder Name of owner of premises © fur � l 14 Ae-G (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. L13poo cation of land on which proposed work will be done: �t74DVVATf2J House Number Street Hamlet County Tax Map No. 1000 Section 10 + Block 2 Lot ac i g SuBdivision Filed Map No. Lot 2. State existing use'and occupancy of premises and intended use and oc upanc of proposed construction: a. Existing use and occupancy S 14&L I�—*' pAtiJ. .. • b. Intended use and occupancy--5A MCI_ 3. Nature of work(check which applicable): New Building Addition V Alteration V- Repair Removal Demolition Other Work 4. Estimated Cost Fee (Description) (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, commerciiaal�or mixed os pancy, specify nature and extent of each type of use. 7. Dimensions of existing stru�cturNes, 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 Numberf Stories 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 9¢10 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO—X1 13. Will lot be re-graded?YES No/-- Will excess fill be removed from premises?YES NO 13 CV a1ed4D K✓9Tejos 14.Names of Owner of premises D Addresses { G� Phone No.860 9(l JPa 2 Name of Architect A412 4 4!C 04/1 It Z.. Address Phone No (v 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 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__,V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSIffA(, C+JNNIE C.SiwcH Notary P,4plio,Sag"of w rig C 1✓�I t z-- being duly sworn,deposes and says that ltd l AP (Name of individual signing contract)above named, Qualified in Suffolk County (S)He is the .— �i — Corimission E-tnires Argil 1d 2 (Contractor,Ag t, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn t before me day qf AJ20� Notary Public Signature of Applicant Scott A. Fussell ���� � STOIKAMIWAXIER SUIMRVIsOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOiT1HOLD,NEWYORK 19.M 'own of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) IDES THIS PROJECT INVOLVE ANY OF THE ' FOLWWING- Yes No (CNECit ALL THAT APPLIO E A. Clearing, grubbing, grading or-stripping of land which affects more : 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 floodplain as depicted i - on Map of anyateroaurse: 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,SWP! Complete the Applicant section below with your Name, Signature, Contact Information, hate & County Tax 19ap Number! Chapter 236 does not apply to your prWect. 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. APPLICANT: (Property Ownr6f4uhlr4-TZ- ign Profewtomi,Agent.Contractor,other) S.C.T.M. : 1000 Date ,� D.trrt NAME 'iJ[� 0,9 Section B( I< Lot 73 FOR BUILDENG DERART Contact tnformation IMEINT USE OJNLY :r ate, Reviewed By: - - - - - - - - - - - - - - - - - - _ Date: Property Address I Location of Construction Work: — — — — — — — 3� 5MOW®t.l �� Approved for proving Building Permit. i�f 1/" j� Stormwater Management Control Plan Not Required. LiStormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 ¢g{ � BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD C* Town Hall Annex - 54375 Main Road - PO Box 1179 - Southold, New York 11971-0959 _41-4 ' Telephone (631) 765-1802 - FAX (631) 765-9502 roQerrO- outholdtownny.gov.- seand0southoldtownny.gov APPL6GATION FOR ELECTRICAL INSPECTION' ELIECTRICIAN-INFORMATION (All Information Required) Date;; S �Q Company Name: Name: License ft.. 1.1 - email: 'jTC)!M`C-eCc�lC `kC L._ ` Address:_34 11R: ; Phone No.: -DAR: JOB SITE INFORMATION (All Information Required) - --- - -- -- - - - Name: - Address:._ _ .QCpaW ✓b - _. __ S_ _- - ` ' - =,.. Cross Street: v-(3- -CL Phone'No. - -- _ IBldg.Permit#: ( y [ email: Tex Map District: 1 QQU_ Sere ti -.. -__.0,.,._ _Black: BRIEF DESCRIPTION OF WORT{(Please Print Clearly) -A-Ad17Q(L O Circle AIF That Apply: - -Is job-ready for inspection?: ES t, O - Rough In 'Final Do you need a Temp Certificate?: YES NO Issued On, Temp_Information: (All information required) Service Size 1 Ph 3 Ph Size:-- - A # Meters _. Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected- Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information, _PAYMENT-DU_E_W.ITH.APPLICATIO_ 6\0rp SEP 4 2020 a a �01 Request for inspection Form.xis �,pBUILDING DEPT. ��, � TO��;''C: ;�'',T? TI$OI.D PERMIT# Address: Switches Outlets GFI's Surface Sconces HH's �I UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes 'DW- Service Carbon _ Micro Generator , Combo Cooktop Transfer AC AH Mini Special: Comments: 1 Town Hall AnnexTelephone(631)765-1802 54375 Main Road --- y' `�' S �- = — �— -� {= Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 O0 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-(ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Agiepo ' kSozi4ti Location of Property:D®o W+POTW go cU kH 66 W15 Please take notice that the (check applicable line): New commercial or residential structure --- Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): /VKK� �� 7i Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1!112015 SITE DATA: SCTM # 1000-104-9-4 DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 55450 SQ FT 1.27 acres PROPERTY WETLANDS: 10587 SQ FT 0.24 acres Q� BUILDABLE PROPERTY: 44863 SQ FT 1.03 acres ESTIMATED AREA OF 2150 SQ FT GROUND DISTURBANCE: rO EXISTING HOUSE: 1428.0 SQ FT 3.2% �1 EXISTING DECK: 431.7 SQ FT 1.0% �y PROPOSED ADDITION: 121.8 SQ FT 0.3% 6 CU YD 3 CU YD PROPOSED PORCH 71.7 SQ FT 0.2% 4 CU YD 2 CU YD PROPOSED DRYWELL• 6'dia,3'deep - 5 CU YD 2 CU YD TOTAL: 2053.2 SQ FT 4.7% 15 CU YD 7 CU YD MEETS&BOUNDS BY: RODERICK VAN TUYL,PC SURVEY DATE: 05/31/1983 >O" � � z o w ,V oM U U 4-' S780 �� y .�_ y .�._ 00,001F + ) 21 1 -i... 1 1 08•000 ----------------- -X- -- -Y_ y -Y_ 1 4-- 1 -L 1 -L 1 -L 1 -Y c*) 41 S 200 .q o Ln 74,40 314 Qv .� -L .� -L i � i ,L .>` �S-r'r `� �,; � tJd vii 0 ,� 1 -Y 1 —t 1 -1L 1 / ATZN FNrI(�, cd ON M... ....1 1 .. <<` AP ROVED AS NOTED I~ I� Cf) fn *lp CONCRETE V 3.P.;l o. JI. y .1. y JI_ y %I jN FRAn FO HOS 1 , WASHOUT 6� DATE: p Lin°\ u o— v� —'L y, �"ORCI, �``` LOCATION TOPSOIL 'L�er,O 9,, FEC B � � EXISTING DIRT DRIVE F ti /.� � + ) + ) + A f a 1 `moi 'P NOTIFY BUILDING DEPARTPJ ENT AT y y 1 f L' L) 665-1802 8 AM TO 4 PM FOR THE q�L0 ING INSPECTIONS: `f �, 1. OUNDATION - TWO REQUIRED N 30017'00" W 270.000' N 30038'50" W 346.060' FOR POURED CONCRETE cn 2. ROUGH - FRAMING & PLUMBING W HAY BALE OR SILT FENCING 3. INSULATION 4. FINAL - CONSTRUCTION MUST V NOK.�aN=RN t-+ ,� ����! o?� BE COMPLETE FOR C.O. O 'v 1 ALL CONSTRUCTION SHALL MEET THE USE IS U i'LAVH-i-U L REQUIREMENTS OF THE CODES OF NEW �I- n .� YORK STATE. NOT RESPONSIBLE FOR p iTI.1 C UT CE RIT'l i I CA� E DESIGN OR CONSTRUCTION ERRORS. OF OCCUP Jd,l y COMPLY WITH ALL CODES OF STORM WATER MANAGEMENT DETAILS NEW YORK STATE & TOWN CODE N.T.S. SITE PLAN ® AS REQUIRED A W DIT �S 0'- SCALE: SCALE: 1" = 40'—D" SOUTHOL ,.I ZBA VDRYWELIS D.F .��is• JC�G F HOLD T0114 PIANFJ'.NGDTOW'yTRUSTEES A], �N. . �Dq"4^,mK'a""uE°°"°°""swm m"'"F"°"°"^mER.' t! ' �,y DRAWN: SCALE: JOB#: 9/4/2019 SHEET NUMBER: M�M F-y 48 ol 0 W y A Z 0 � � o U U 0 cn dN', o B LEL O Q V ' X O � v O 00 LJ JUL N FLU Lo U c*) ® ® _ .� O N 4J _ - - _ w G CA SOUTH ELEVATION SCALE: 1/4" = V-0" d wi a alt, DRAWN: Y. SCALE: a fir: JOB#: 9/4/2019 a SHEET NUMBER: A- 1 EXISTING 1 ® 1 ' LEDGER BOARD TO BE FASTENDED ' TO BUILDING WITH TIMBERLOK® ; ' v SELF-COUNTERSINKING SCREWS ' Q BY OLYMPIC MANUFACTURING i x (2 SCREWS @ 32"O.C.) _ 1 1 1 1 1 00 1 1 ' •�1-211 7,-211 ' 1 1 L 1 1 (4)2X10 ACQ GIRDER' 1(4)2X10 ACQ GIRDER' ; ' --'--------------'-- --'--------------'--`� ' 12"dia.CONC.PIER 1 1 w/24"X24"X12"FTG ' v p ; - 3'BELOW GRADEQ_� Q (TYPICAL) , N @� 1 Lf1 (4)2X10 ACQ GIRDER - - - - - - - - - - - - 1 1 1 1 M z 14'-411 88 o w O O C) U U PARTIAL FOUNDATION PLAN SCALE: 1/4" = 11-0" 0 r-1 N v 2X12 LAYOVER PLATE p p r^� r — — — — — — — — — — — —1— — — — — — — — — — — — - C;., , EXISTING !! 1 11 1 u cu I ! I 1 t Lnv m 1 1 � m � �n 00 s� 1 04 O I VV d' 00 O! wI 1� I �o� sl u 1; Q) co B `v B 00; w IENO( zly E ^� k! QI 1-� E Nzl , I¢`" N 'n 00 N! x I 1 m N N¢I W i--1 C NN NI 1 C I (J H ! I MUDROOM H I O 2X�� UNHEATED @lb"OC 1 rn I ! I 1 I 2-2x8 ! 2- x8 1 2-2x8 I N CXWi4 ! 3-0 STORM DOOR 1 CXW 4 ISI v ! I10 1 v 1 8"FG COLUM� I✓ ! i w/6X6 ACQ POW - — L —(3)1-3/4X7-1/14 ML GIRDER_ P.6rl - J 2141 4'-10" 4'-10" 2'-4t1 .�<�. '� , . V 141-411 SCALE: f � +° JOB#: 9/4/2019 PARTIAL FLOOR PLAN ����,��;'- SHEET NUMBER: SCALE: 1/4" = 1'-0" A-2 2X12 LAYOVER PLATE(TYP) 2X8 RR @16"OC — -12- - -- ___jF2- - ---- ------- 2X6 CJ @16"OC (3)1-3/4X71/4 ML GIRDER O I 1 PORCH +1 1 N I 1 Irte. MUDROOM EXISTING -1UNHEATED 6X6 ACQ 8X8 FG 00 POST ; ; COLUMN I 1 I 1 1 1 1 I 1 I 1 3 4"SUBFLOOR 5/4 DECKING 2X10 ACQ 16"PD 2X8 ACQ @16"OG (4)2X10 ACQ GIRDER t L�ii,'dta.'as: 1 iii iii ii d': liiiiiii =..i- ii i ii EXISTING %t, CONC S. �. - .; PIER ':r •:r 0cni 24"X24"X12"— - Q CONC.FTG. �D H CROSS SECTION � 3 z SCALE. 1/4 — 1 -0 p w 0 24o CD en U U 2" O • / • / Q . j2" • p/ p / p 2.. 2^ m O I I I ( I • I I I I ( I e I • ®• I p � avi / ` + I { ora, FASTENER TYPE: SPACING: m o •I ' I I I / I I I I I I I i I I I 1 I I X O No.8 WOOD-SCREW ' ( '1 / 1 / I ' I I I I >+ w BASED ANCHOR WITH 16"OCf) / tin.EMBEDMENT LENGTH • I O w 00 No.10 WOOD-SCREWS F • e ®• J �+ b0 v BASED ANCHOR WITH 16"OC ( 1 I' I I t `I �I 1 s / I I I / I • 5�. ��i i�f tin.EMBEDMENT LENGTH I t I I I , t l I ( I I I J .>~ 1/4in.dia.LAGSCREW E I II I I I U BASED ANCHOR WITH 16"OC I I I + I I I p� m tin.EMBEDMENT LENGTH I _ I ( _ ( I _ I I I l I ( I I I ( 00 c1/ ® 11 1 el I I lI 11 N 0 v� ` • � — • I — •• I • I • OW � ( 1 \ � • I I ` 3/4"APA PLYWOOD SHEATHING / I I 1/2"APA RATED SHEATHING l 1 l / I / l GRADE PLYWOOD (ALTER ATIVIVE:7/16"O.S.B.) • I I 11 / • I I I /•e I I I I I, • I I I �1 / • Cn / / O 1/2"APA RATED SHEATHING W I I I I GRADE PLYWOOD • I I I I ( 1 1 ' 1 (ALTERNATIVIVE:7/16'O.S.B.) I I I I V ( I I I ti I I I I 11 I I I I I I I o 11 1 I I 1 I FASTENER TYPE: SPACING: I I 2X4 DF#2 No.8 WOOD-SCREW I STUDS BASED ANCHOR WITH 10"OC /• I ( I WINDOW SILL tin.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No.10 WOOD-SCREWS ( I� �' I ( \ • J `•® �/ • BASED ANCHOR WITH 12"OC I r PANEL SPAN EQUAL OR SMALLER tin.EMBEDMENT LENGTH P4 THAN 4 FEET 1/4in.dia.LAGSCREW I II I I I I J BASED ANCHOR WITH 16"OC e I I I I • I V 21n.EMBEDMENT LENGTH • • e • I • rYi TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: g2-2X4 DF#2 STUDS CONNECTED AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL BASED ANCHOR WITH 8"OC AND THAN 6 FEET OR GALINUTS @ 2ZED '-0"WASHERS 2in.EMBEDMENT LENGTH No.10 WOOD-SCREWS ^r TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"Oc 21n.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET AND EQUAL OR SMALLER 1/41n.dia.LAGSCREW Q BASED ANCHOR WITH 16"OC THAN 8 FEET 2in.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL - Y DRAIN: AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) �` � �� JOB#: ,/' 9/4/2019 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/1611 � SHEET NUMBER: 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 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. w. 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. �+ ;, A- 3 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. , 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. M� F•+-'1 KING STUDS � O ENDWALL CRIPPLE STUD RAFTER WALL STUD BOTTOM PLATE IF, RIDGE H0 e, EADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 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 SIZEUSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP qLL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 11-1/4"x24" 20 0. STRAP APPLY OVER RDGE TO EACH RAF JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / 9 / 9 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE E FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR R77 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUD THROUGH—ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP—SIDE OF CHIMNEY VENTILATION CHANNEL RIM BOARD RAFTER AS REQUIRED SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN w • VENTILATION WOOD JOIST W • " " • " " SIDEWALL FLASHING � E"'I FOUNDATION TOP PLATE BLOCKING BLOCKING 2x4 LEDGER ', FINISH WALL AND MOISTURE STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST 'Z AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A F—i AND ALL WINDOW/DOOR OPENING JACK STUDS FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER W THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER o INSTALL 4'0" O.C. �.'• SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT F� 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH TIN. SOFFIT/ EXT. PLYWOOD O 0 ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF Y. INCH IN DIMENSION. 7�� FLASHING TO FORM CHANNEL ► J p ►�r INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE �./ p Mil AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY " " " CONNECT TO ^ M U ON ALL OPENINGS / ACTION 4 - 6RAFTER RT10 10-3/4 x 18go. TYDOWN AMHOR �1 EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN AN,HOR EACH RAFTER SOFFITED EAVE DETAIL U ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND. FLOOR WALL I OF FLASHING ROOFING LAPS BASE go FLASHING 4 INCHES _ BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT p r-•I WOOD JOIST N GAJ TOP PLATE GIRDER/HEADER XO r Lo 71 SIDE WALL FLASHING W � O 1ST. FLOOR WALL STARRING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WIPIDOW/DOOR OPENING JACK STUDS METAL FL AND RSHING AT ALE EAVES,HEMMIEDGESLSO r WALL STUD X O FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS (?.� �.y c� ® m INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ( O ' 4+ ON ALL OPENINGS RIDGE VENT(OLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH O o CONNECT EACH FROM PEAK TO ALLOW FREE r"� \ RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. V INSTALL 4'0" O.C. RAFTEF TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1 2 HIGHER THAN LVL HEADERS O 1-•, 8" - 16" MSTA48 1-1/4"x48" 16 a. STRAP AND JACK STUDS CONFORM TO SLOPE / " / 9 CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR (t V PLATES 7D EACH STUD O ^ (u Lr) U r,r) +• "d + "r DBL SILL PLATE ' cC n TERMITE SHIELD _ �" SUBFLOOR (U O SILL GASKET WOOD JOISTS O W 3 ` . r NE .� TYP. CONC. FOUNDATION ( A DNCSLAPOLB GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR V> I BOLTED TO STEEL BEAM WITH GRANULAR FILL 6MIL POLY ON EXTERIOR �' • i • V � `� STEEL COLUMN ' ,•p � � � , 1/2 " DIA. BOLTS® 48" o.c. STAG. t ° `• ` CONC. SLAB c •p r.•• ROOF JACK STEEL BEAM W of e A ' 1,� ` ANCHOR BOLT EMBEDMENT: �� I I 4" x 1 4" x 8" STEEL COMPACT FlLL POURED 'DNC RETE: 7" / o V e =s TOP AND BOTTOM PLATE BLOCK HALL: 15" KEYWAY FOOTING ° /. • r w ROOFING LAPS / � Q • � FLASHING AT WITH 1 2" x 6" ANCHOR BOLT rD s `�� •• CONC. FTG. 'q , Q•p s' SIDES AND TOP V • ;O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS 1/2" GROUT O � REINFORCING BAR (USP LBPS58 OR BP583) p 3" STEEL COLUMN DRAIN TILE v ANCHOR BOLT CONNECTION FOUNDATION 5 MA DIA. ANCHOR BOLT SUPPORTING MAXIMUM SPACING FLASHING LAPS 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC o� SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL N TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"02" CONC. FTG. CRAWL SPACE ORFOUNDATION) STEEL /BOTTOM BEARING E•i ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS& VENTS DETAIL SLAB-ON-GRADE 1 r—SUBFLOOR CONC. SLABDOOR FRAME V 6X6 10/10 IGARAGE ��JOIST Cn COMPACT FILL LL ' DOOR _f USE 2X8 STEEL BEAM ' FOR BLOCKOUT �✓ 4" SLAB P.T. PLATE /,/• W/ 6X6 NAM I SLOPE • ' i 2" AIR SPACE 1 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT / < • °• (WITH A NAILING PLATE IF NEEDED) AT END AND e• .` �.1 2" • °• ;• •'• ! TO BE APROX, 1/2" OR HIGHER THAN ' F �•4's=gip ES OF WOOD RA E ` Q '~'"a BEAMS •• .• STEEL BEAM TO ALLOW FOR SHRINKAGE �� O s O •� . (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12 D �xA 6X6 W.W.M. -a-;-a +- a- s� •e C C•°°•• 0••0 _ MIN. i, 4 0 e D •w �•s �•p /.• % ""--,NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM • '� • e w M I �—SUBFLOOR •e d REINFORCING BAR ° REINFORCING BAR x NOTCH EQUALS 1/4 DEPTH OF BEAN ' O s °e t1_IE IST •D e•. 4� '° �° DRAIN TILE an 101 • G p °p•s 12^ 'e ._ SHEET METAL / 30/J FELT UNDER BEAM AT POINT E }' STEEL BEAMzr .W'4i�!vOF CONTACT WITH CONCRETE OR (ONC. BLOCK • i} L 3" PLATE A 14 TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. . °. SHIMS TO LEVEL BEAM � �,��.e �•.�� DRAWN: REINFORCE FOOTING WITH (2) //4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM SCALE: GARAGE DOOR BLOCKOUT ��, ;• BEAM POCKET ' / 1 �• JOB#: 9/4/2019 •" : _ ; A SHEET NUMBER: CODE: 2015 IRC, 2016 NYS CLIMATIC&GEOGRAPHIC DESIGN CRITERIA I UNIFORM SUPPLEMENT GROUN WIND SEISMIC FROST WINTERICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION D ETA I L D RAW I N G S SNOW SPEED DESIGN WEATHERtN LINE TERMITE DECAY DESIGN UNDE UIR'EN HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED D 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11 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. TO HEAVY MODERATE SOIL COMPACTION: 4"MAX. 1).CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 3000# r� -717i KING STUDS CAPACITY. I 2).NEW I'LL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL l]/\ CONDITIONS PRIOR 70 FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. �V 4"DIA.MAXIMUM 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 O CRIPPLE STUD AND ASTM D 1557), COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE RAFTER FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. All fasteners,hangers and anchors to be galvinized or stainless steel. � RAFTER JACK STUDS M2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS 16"OC WITH WASH-RS HEADER-TO-POST/STUD CONNECTION footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION I APPLICATION LOCATION JUSP NUMBERI DESCRIPTION APPLICATION be 3 ft.below grade. STAIR RAILING ILOCATIONJUSP NUMBER DESCRIPTION I PLICATION 2x6-2x8 I LS26 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER 1ALLOPENINGS1 LSTA12 1-1/4"x12"20ga.STRAP I APPLY TO EACH JACK STUD 4).Deck joists to have blocking at 8'0 o.c.. ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 I LS210 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE rA_LLOPENINGS1RT3ORRT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STU 5).Flashing shall be Installed between the building and ledger.Lapping up the sheathing 1-1/2"SPACE and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts at 16"o.c. MINIMUM 6),Concrete piers shall be a minimum 6"above grade. HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored to girder(s). RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 9).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal O POST for any contact with ACQ. f:4t� TOP PLATE W ✓•I TOP PLATE BALUSTERS11 RIM/DECK JOIST o HANDRAIL NOTES: �••I� ^ FF-� OPEN BALUSTER ATTACHED TO WALL WALT.STUD WALL STUD o All required handrails shall be of one of the following types 88H or provided equivalent graspability. ,!/ 4 HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION RAFTER TO PLATF:/STUD CONNECTION 1).Type I.Handrails with circular cross section shall have an O v ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION JUSP NUMBERI DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater (� O LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches.If the handrail is not circular it shall have a OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS RAFTER/PLAT RT15 TYDOWN ANCHOR p CONNECT TO RAFTER TO PLATE OST-TO-DECK CONNECTION perimeter dimension of at least 4 inches and not greater I= x SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4".6"RAFTER RT10 10-3/4"x 18 a_TYDOWN ANCHOR P M V g EACH RAFTER than 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL CONNECT OVER USE MIN-(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS PLATE/WALL SPTH4 STUD PLATE ANCHOR dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12*RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CO HNECTTO RAFTER PLATES TO EACH STUD EAC2).Type Il.Handrails with a perimeter greater than 6.1/4 Inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the 4"DIA.MAXIMUM GIRDER/HEADER profile.The required depth shall continue for at least 3/8 ' I inch to a level that is not less than 1-3/4 inches below the tallest portion of the profile.The minimum width of the GIRDERMEADER handrail above the recess shall be 1-1/4 inches to a ' maximum of 2-3/4 inches.Edges shall have a minimum O Z o oo radius of 0.01 inches.POST/COLUMN M POST/COLUMN 17 N O NAILING SCHEDULE m V GIRDER/HEADER OOF SHEATHING, Ln O trj c-a >✓. ++ NAIL NAIL CA m O JOINT DESCRIPTION QTY. SPACING NOTES r-4 � V 04 POST-TO-GIRDER/HEADER CONNECTION O STRUCTURAL PANEL gd AS PER TABLE 3.8 X O LOCATION USP NUMBER I DESCRIPTION APPLICATION WFCM L a 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN z SPLICED JOISTS OVER HEADER/GIRDER Lr) v DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN ROOF FRAMING: N 00 \ POST-TO-GIRDERMEADER CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION NAIL NAIL �•-, ` 4 JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOI HOLLOW COLUMN SIMPSON STRRi/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION NOTES � U QTY. SPACING O RAFTER TO B'WALL:3-8d COMMOI, EACH it cJ TOP PLATE 10'WALL:48d COMMO RAFTER TOE-NAIL .>-+ L\ y •�+ CEILING JOIST B'WALL:3.8d COMMOI, EACH Ln U TO TOP PLATE 10'WALL:48d COMMO JOIST TOE-NAIL C71 � CEILING J015T TO AS PER TABLE 3.7 EACH FACE 000 v o STU PARALLEL RAFTER WFCM-SBC LAP NAIL N BEARING PLATE GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE .0 W OVER PARTITION WFCM-SBC LAP NAIL o COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL ° WOOD JOIST BLOCKING 2_gd COMMON EACH TOE TO RAFTER END NAIL � LEDGERI I "•>.' RIM BOARD 2.16d COMMON EACH END o GIRDER/HEADER W II CONCRETE PIER TO RAFTER END NAIL E"I WOOD JOIST •.; �1 WOOD JOIST " WALL FRAMING: 1�1 • JOINT DESCRIPTION NAIQTY. SPACING NOTES NAIL 0 FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x TOP PLATE TO 2_l6d COMMO PER FACE NAIL CEILING JOIST TO BLDG,CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I (MINIMUM) TOP PLATE FOOT ITHE PROPER STEEL CONNECTOR. I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS®16"OC WITH WASHERS LI OR BEAM ILOCATIONI USP NUMBER 4-16d COMMO DESCRIPTION APPLICATION INTERSECTIONS EA.SIDE NAIL IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. ROD I I (2)BEAMS IPAU44 OR WE441 POST/BEAM ANCHORI APPLY TO EACH PIE STUD TO 24" FACE REQUIRED I I STUD 2 16d COMMO O.C. NAIL [V FOR STU (3)BEAMS PAU66 OR WE661 POST/BEAM ANCHOR JAPPLY TO EACH PIEII HEADER TO 16"O.C. FACE 16d COMMON FLASHING TUCKED UNDER �wA � HEADER ALONG EDGES NAIL r TOP PIECE OF SIDING ANDs 1 TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END PLATE TO STUD 3-16d-COMMOt PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: PIECE OF SIDING BELOW THREADED ROD FLOOR JOIST,BAND JOIST, 2•16d COMMOr PER FACE NAIL END JOIST OR BLOCKING FOOT V 1/2"DIA.LAG BOLTS W/WASHERS CNW COUPLER NUT vj CONNECTED TO BLDG.@16"OCDECK FRAMING: �y ®IIs POST MINIMUM )THRU- END DISTANCENAIL NAIL JOINT DESCRIPTION NOTES BOLTS QTY. SPACING J015T TO: PER TOE Pew Posr a SILL TOP PLATE OR GIRDER JOIST NAIL ANCHOR 'A PIER 16'1READ , n .�• - MINIM M s 4-SdCOMMO FLOOR FRAMING a EN5 ANCE BRIDGING EACH TOE 2x JOISTS F. r.` •p 12"02"x12" �' TO JOIST 2-8d COMMOI, END NAIL CONIC.SUB �, !a • ;'•" CONCRETE FOOTING > > (AS REQ) "4•eq a• a•. BLOCKING EACH TOE BLOCKING FOR :,• 2-8d COMMO JOIST HANGER e"' ra. '> DECK PIE0. . TO JOIST END NAIL LAG BOLTS p ? CONIC. °i PER PUN BLOCKING TO: EACH TOE 3-0 �'•NER HOLLOW COLUMN UPLIFT SILL OR TOP PLATE 3-16d COMMO BLOCK NAIL RIM JOIST/BD. o' l9" 0�9 SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH FACE p ! =i DECK POST FTGCONNECTION INSTALL AS PER MANUFACTURE'S RECOMENDATIONS . TO BEAM 3-16d COMMO JOIST NAIL d ILOCATIONI USP NUMBER I DESCRIPTION APPLICATION JOIST ON LEDGER PER i 'Oj 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING3-Sd COMMO TO BEAM JOIST 4 ';'¢NA , pp'�'�,, DECK/PORCH LEDGER CONNECTION "T.�� 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOT[NIC, BAND JOIST PER/J s" � ' �+ DRAWN: TO JOIST 3-16d COMMO 1CJ1 L BAND JOIST TO: YP{R•yIN- SCALE: 2-16d COMMOt I /L k JOB#: SILL OR TOP PLATE '1'00 ` ,� �� '��4 9/4/2019 /e 414 ti11��� �G SHEET NUMBER: 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. JOINT DESCRIPTION NOTES 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 QTY. SPACING in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. BUILDING HEIGHT (SEE PLANS) P• RAFTER TO 8'WALI:3-8d COMMON EACH CONSTRUCTION N TOE-NAIL 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WAL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) CEILING JOIST 8'WALI:3-8d COMMON EACH O 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 TO TOP PLATE 10' ALI:4-8d COMMON JOIST 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 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 AFCM-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 P:R TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 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 DECKS 40 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 \XFCM-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 2-ild COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-15d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 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 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 QTY. SPACING (DESIGNED FOR GAT.C) precautions and programs in connection with the work.There are no warranties fora 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 plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS 4-16d COMMO EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD O.C. NAIL P g FIRE PROTECTION Sym'" SMOKE ALARMS TO COMPLY WITH NEPA 72 AND NYS R314 IRC. � FACE O.C.7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16" SMOKE&CO2 DETECTORS) CARBON MONiXIDE ALARMS TO COMPLY WITH R315 IRC. O 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 �""1 W in table 3.15a-b. TOP OR BOTTOM 2-16clCOMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 1�J r3 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16dCOMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC r3 Z 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: Q FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 W 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 O Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED T O 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 v �p rel' QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 11 NONE - M U 3).Provide 1/2"expansion joint material between concrete slabs and abutting TO HEAVY MODERATE ,_.,, P j g JOIST TO: PER TOE concrete or mason walls occurin In exterior or unheated interior areas. 4-8d COMMON masonry g 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE U 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 ENDNAIL NAiL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 3000 p.s.L.Concrete to be TO JOIST 2-8d COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1B 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 BLOCKING TO: 3-16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. I(BOTH FIELDS) 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD 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 18d COMMON @ 4"O.q 8d COMMON @ 4"O.C. SEE NOTES:13 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-l6d COMMON attached with the above requirements. TO BEAM JOIST NAIL CD _ 8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES r-.4JOIST ON LEDGER PER TOE DECK AND COVERED PORCH NOTES: 3-8dCOMMO 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL cV � THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. M rO N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END cr) cfi v n a- the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvanized or stainless steel. TO JOIST 3-16d COMMONrn 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, C) m PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: . v PO 2-16d COMMONC') O Cp 0 .� SILL OR TOP PLATE FOOT SEE NOTE:1 t- v Girders on concrete piers shall be anchored with proper steel connectors anchored , a f�, into concrete with a minimum 1/2 dia x 7"Ion anchor bolt with washers and nuts. 2 .Tabulated 12 inch o.c.nails spacing assumes sheathing attached to rafter/truss framing members with G>0.49. X O FRAMING NOTES " g ) P g g s t� For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. w 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"xl2"thick concrete footing. JOINT DESCRIPTION NAIL "NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"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 O N 00 below rade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. C� � rJ 2 .Unless otherwise noted,all framingand structural wood material to be#2+BTR. STRUCTURAL PANEL 8d O Douglas g P g WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: •� g 4).Deck joists to have blocking at 8'0 o.c.. + t` CEILING SHEATHING: NOTES NAIL SPACING NAIL SPACING AT INTERMEDIATE as 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Ln (.1 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAZI NAIL CO otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY SPACING SEE NOTES:i,3(BOTH FIELDS) rj 4'EDGE ZONE 8d COMMON @ 6"O.C. d COMMON @ 12"O.C. � v � where needed. NOTE:2 FOR PANEL FIELD (V a) 4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE o ( ) g WALLBOARD 5d COOLERS 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all " 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 7)•All joists to be supportedNOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire with hangers and anchors.Each Joist shall also be anchored NAIL NAIL to girder(s). JOINT DESCRIPTION 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 sheathingwithin 4 feet of the corners,the 4 foot edge zone attachment requirements shall W 5).All flush beams/headers to be installed with heavy duty gaivinized hangers and PANELS 8d COMVlO WFCM-SBC ) g q anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMv10 3"O.C.EDGE be used. P ) P j supply, g g P PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with 6.Double u floor joists under walls that run parallel to the Floor oast and under bathtu 1).All water su I drainage and venting to be installed as per N.Y.S.Residential (.� Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUMSd COOLERS 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. 0 on plans. WALLBOARD 10"O.0.FIELD (h 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2)•Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted(typical). 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION I).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Y QTY. SPACING state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. N where applicable unless otherwise noted. P g P STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL I-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES I"OR LESS J8dCOVMO 12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) r w 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFF �I under all bearing walls. )_ responsible g pp safety NOTES: as required by current NYS Residential Code-FIREBLOCKING REQUIRED �s 1 Mechanical subcontractor is res nsible for adhearin to all applicable codes and safe Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction In the following locations. needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NCTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,Including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be flreblocked at Intervals not exceeding 10 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as flreblocking In walls constructed 1).Nailing requirements are based on wall sheathing using parallel rows of studs or staggered studs. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. SOIL COMPACTION: �✓ 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 Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at sofflts, 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: shear capacities,nailing requirenents for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 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. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 1 1 4 to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per faot. INCLUDING SUBFLOOR.Is COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an ice&Water barrier or /A_.1 �^' ': a roved equal.Flat roofs shall be a 4).Install Smoke detectors Carbon Monoxide detectors throughout tiR314 torch down type material over. applied with a Fiberglas base sheet with an EPDM ectors anon onoxectorsrougouas per section M � and R315 of IRC. j' jg� %L DRAWN: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G A be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL SCALE:INSTALL WITH CAP J�, �^' _ yya _ AND BASES.USE WITH FLASHING CAPS TO i FI t T�r'�;;'14T ' JOB#: 1COVERTOP ' TMS.`:;• ! 9/4/2019 ,, •*rf �`" 9�'.•,• SHEET NUMBER: 6