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HomeMy WebLinkAbout42155-Z o�OgufrFQd,�COG Town of Southold 10/31/2018 0 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40015 Date: 10/31/2018 THIS CERTIFIES that the building ALTERATION Location of Property: 905 Ninth St., Greenport SCTM#: 473889 Sec/Block/Lot: 48.-2-29 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/8/2017 pursuant to which Building Permit No. 42155 dated 11/17/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: as built interior alterations to existing single family dwelling as applied for. The certificate is issued to 905 9th St LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42155 10/29/2018 PLUMBERS CERTIFICATION DATED A t 0 ed Signature TOWN OF SOUTHOLD ff 014�"� 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#: 42155 Date: 11/17/2017 Permission is hereby granted to: 905 9th St LLC PO BOX 446 Peconic, NY 11958 To: legalze as built interior alterations to existing single family dwelling as applied for. At premises located at: 905 Ninth St., Greenport SCTM # 473889 Sec/Block/Lot# 48.-2-29 Pursuant to application dated 11/8/2017 and approved by the Building Inspector. To expire on 5/19/2019. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,485.60 CO -ALTERATION TO DWELLING $50.00 Total: $1,535.60 Buildin Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 11/07/2017 New Construction: Old or Pre-existing Building: V (check one) Location of Property: 905 9th Greenport House No. Street Hamlet Owner or Owners of Property: 905 9th Street LLC Suffolk County Tax Map No 1000,Section.x.960 Block Lot 29 Subdivision Filed Map. Lot: Permit No. Lf t Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: f (check one) Fee Submitted:$ Applicant Signature �OF SO!/Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 � dao roger.richert(a�town.southold.ny.us oto, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: 905 9th St LLC Address. 905 Ninth St City: Greenport St. New York Zip. 11944 Budding Permit#. 42155 Section 48 Block 2 Lot: 29 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Roslak Electric License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 150a Heat gas Duplec Recpt 42 Ceding Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors 2 Main Panel 150a A/C Condenser 1 Single Recpt Recessed Fixtures 42 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 20a Emergency Fixtures Time Clocks Disconnect 150a Switches 33 Twist Lock Exit Fixtures TVSS 11 Other Equipment. 2-combination smoke / co detectors, 2-bath fans, range hood, 11-ARC fault circuit breakers,5-combination GFCI/ARC fault circuit breakers Notes: Inspector Signature: Date: October 29 2018 81-Cert Electrical Compliance Form.xls Town Hall Annex * '7 Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT ( D V TOWN OF SOUTHOLD D OCT 2 5 2018 q0 S tel` c BI)ILDWC Dom, .0 E It T I F I C A_T I O N TOWN OF SOUTHOLD Date: a Z y l Building Permit No. Owner: G y (Please print) ` 1 . p - - -_._._.Plumber: ._ (Please print) ` I I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. j 1 I (Plumbers Signature) Sworn to before me this day ofo , 20JS_ L7tnr vY CONME D. BUNCH Notary Public,State of New York j No.01 BU6185060 Qualified in Suffolk County Notary Publl ,- tounty Commission Expires April 14. o1U 1 - i 1 i i OE SOUTyo �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �nxv( 01�Z wool", ) Al- �4fi\. 4p Ckl l I DATE Y ?'8rI INSPECTOR OE SOUI �y00UNi'1,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ 4/ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL). REMARKS: � DATE INSPECTOR _J Of SOUT�o h� l0 � h0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION' . [ ] FOUNDATION 1ST [ ] R UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: V ? volua- & -,, -d LAA-Vo\ PAvO(I r� DATE z1 �� INSPECTOR �pF SOUTy # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION - I FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] ISOLATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING Q6wmAD1K -6 REMARKS: l ,U IJau) �'� �h/l �iQQ/ lAA &JIIJP -( 'vs &A; Ali S ' -is �1 o fV �5 Ids La v� V4 Avm6 X( Zv L W ' Is 6vo//c& , C 't -. r 9 S rm IDA. rVa� �ik�wffi -amole,c oml R t1l"" DATE g INSPECTOR tfvi SOUIyOIo # # TOWN OF SOUTHOLD BUILDING .DEPT. °`ycourm N�' 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I WLATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [. ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 5�Als OKV D 4ti 4L,.% ks ogn� DATE INSPECTOR OF 50UTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. co765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. S [ ] FOUNDATION 2ND [ ] INSULATION _f [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [( ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Kl�l DATE �6 /� INSPECTO F ii , C iH E `T 7vi E : s: G '1 N E IE R 1 P-4 ,13 October 25, 2018 905 91h Street, Greenport PB#42155 Building Inspector Town of Southold Main Road Southold,NY 11971 Dear Sir, I have inspected the ridge strappings for the above referenced project. I certify to the best of my knowledge the ridge strappings have been installed in accordance with international Building Codes DoPESO+fl� D � 0 v OCT 2 5 2018 -BIN0 DEPT- TGWN OF SOIT "OL" BOARD CERTIFIED IN STRUCTURAL ENGINEERING J 0 S E F H(P FIB CHETTI.COM FISCHETTIENGINEERING.COM 631 -765-2954 1 725 HOBART ROAD SOUTHOLD , NEw YORK 1 1 97 1 �i5 NEW YORK BUILDING T ECfINOLOGY G R O U P 1 it Affidavit Of 2015 IECC Compliance Date: 9/7/2018 +j Inspection Address: 905 Ninth St. Greenport, NY 11944 This is to Certify that on 9/7/2018 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 4> I{ Conditioned Floor Area: 1474 Conditioned Volume NA 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: Main Leakage CFM@25: 52 Supply R-value: 4.2 Return R-value 4.2 System 2: Leakage FM@25: Supply R-value: Return R-value System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 52 CFM@25 ! Leakage Limit: 1 59 CF @2S I 403.3.3 2 2015 IECC Compliance: PASS Signature of Certified RESNET HERS Rater: HERS QA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 Cindy Zeis __ Certification #4337401 607-277-6240 Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New fork Building'rechnology Group Inc. and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters). New York Building Technology Group Inc,and its employees shall avoid conflicts of interest with regard to its professional activities. -tr11N Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 i � OT pp We 3 95 0289 Fax:631 509 4538 Email: NYBTGTB@gmail.com OCT 2 5 2018 _ 1 ENE-ROYLIM STATE . . Fj INWLATION PBA N, 11 ► �1 min" r W WMA '.��IM715-AR5 .r1 Elle . 'M r .� ► ►�.. '' Y I n n TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 r� c— Survey Southoldtownny.gov PERMIT NO. J 5 Check Septic Form NYSDEC Trustees D IL j1 r 'I C.O Application 3 Flood Pemut Examined Q Single&Separate NOV _ O Truss Identification Form VY O Storm-Water Assessment Form Contact: Q Approved 20r .- ,{;�, - 4a4athle� Disapproved c OF Phone: Expiration 2 Building. for APPLICATION FOR BUILDING PE Date November,7th 20 INSTRUCTIONS a This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale Fee according to schedule b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c The work covered by this application may not be commenced before issuance of Building Permit d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on the premises available for inspection throughout the work. e No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months Thereafter,a new permit shall be required APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Penmt 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 r e of applicant or name,if a corpor tion) Po Box 565,Southold NV 11971 (Marling address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder General Contractor/Owner Name of owner of premises 905 9th Street Ilc (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer Paul Reinckens (Name and title of corporate officer) Builders License No. H48272 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 905 9th Greenport House Number Street Hamlet County Tax Map No.1000 Section 1000 Block A L?, Lot 29 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Residence b. Intended use and occupancy Single Family Residence 3. Nature of work(check which applicable):New Building Addition Alteration •J Repair Removal Demolition Other Work (Description) 4. Estimated Cost $175,000 Fee (To be paid on filing this application) 5. If dweVexisting ber of dwelling units Number of dwelling units on each floor If garer of cars 6. If busiercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimenxisting structures,if any:Front 22'10 1/2" Rear 22'10 1/2' Depth 58'9 1/2" HeighNumber of Stories 1 Dimeame structure with alterations or additions: Front Rear DepthHeight Number of Stories 8. Dimennti a new construction:Front Rear Depth HeighNumber of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase 04 6f 17 Name of Former Owner Theodore Hughes 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES_NO J Will excess fill be removed from premises?YES_NO V 14.Names of Owner of premises 905 9th Street LLC Address 1580 Soundview ave Phone No. 631-466-8672 Name of Architect Address Phone No Name of Contractor Paul Reinckens Address 1065 Hummel ave Phone No. 631-466-8672 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 ,I *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) S• COUNTY O p T) LA 1 y��.kP-f�C U being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ©w ne?, (Contractor,Agent,Corporate Officer,etc) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application, that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith Sworn tq before me this t— day of 201_7 otary Public TRACEY L. DWYER Signature of Applicant NO RY PUBLIC,STATE OF NEW YORK NO.01DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2DA �FFQL U�� UiLDING DEPARTMENT - Electrical Inspector � D p TOWN OF SOUTHOLD 93 2018Town Hall Annex - 54375 Main Road - PO Box 1179 6O Southold, New York 11.971-0959 w�� • � ,)EVT�elephone (631) 765-1802 - FAX (631) 765-9502 BU�oE�O 01'1D roger.rich ertCatown.south old.nV.us APPLICATION FOR ELECTRICAL INSPECTION --- - ----�---- ---- ---------- ------------------ --- -_. - - -- -- - - -- - -- - EQU-STED-BY- _.. .._. .pig -Date-- - Company Name: Name: License No.: - email: Address: Phone No.: JOB SITE INFORMATION: (All information Req fired Name: Address: Cross Street: Phone No.: Bldg.Permit#: email Fax Map District: 1000 Section: Block: Lot BRIEF DESCRIPTION OF WORK(Please Print Clearly) % _ T Circle All That Apply: Is job ready for inspection?: ES NO Rough In Final ' Do you need a Temp Certificate?: YES ! NO Issued On Temp Information: (All information required). Service Size 1 P 3 Ph Size: A # Meters Old Meter# 6ewFire Reconnect-Flood Reconnect- Service Reconnected - Underground - Overhead It Underground'Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION //nn X o U r,� D Request for Inspection Fonn.xls D \� \ \ r � � CONSENT TO INSPECTION A-L-7 ,the undersigned, do(es)hereby state: Owner(s)Name(s) That the unders' edfts}(ark)the owner s)of the premises in the Town of Southold,located at D 1 i� T -r , which is shown and designated on the Suffol County Tax Map as District 1000, Section 'YF ,Block 6 V ,Lot _. That the undersigned(has) filed,or cause to be filed,an application in the Southold Town Building Inspector's Office for the following: That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all or the laws, ordinances,rules and regulations of the Town of Southold. The undersigned,in consenting to such inspections,do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances,rules or regulations of the Town of Southold. Dated: 7b06.)-- (Sign atu e) / L% (Print Name) (Signature) (Print Name) N SURVEY OF PROPERTY AT GREENPORT PUNT TOWN OF SOUTHOLD se246.10E STREET SUFFOLK COUNTY, N.Y. _ 1000-48-02-29 11476, SCALE. 1'=20' x�X x�X x JUNE 22, 2005 � x � IoW I LOT 10 h - _ yl o LOT g � JN k rp*• �' FAW JO N I694• k 7S7-' = o I 60.• 6 41 L N ,0'W ,,FAQ F CNAIN DNK r i as 0Zv 12523 � GOT g wE—� LOT NUMBERS REFER TO "GREENPORT ORIWNG PARK" FILED IN THE SUFFOLK COUNTY OFFICE ON DECEMBER 1, 1909 AS FILE w9 Yo ME7. Y k C. NO 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON CO lC 5 OF SEC77ON 7209OF THE NEW YORK STATE EDUCAPON LAW (631) 50 FA; 1) 765-7797 ■=MONUMENT EXCEPT AS PER SEC770N 7209-SUBDIVISION 2 ALL CER77RCAPONS P.0. B � HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF AREA=13,501 SO. FT. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRA T WHOSE SIGNA7URE APPEARS HEREON. SOUTNOLDI N. 971 Fo5-175 12 6'-9'I 3'-11 11 12'-411 lo IFCA2046 Ko' IFAWN2616 IFCA2046 IFAWN2616 I FCA204(o IFCA2046 DN THcl `CLOSET CLOSET ^� KV HALF WALL - � BEDROOM-4 777771 di � Q ..... !L La6' . BATH i1 BEDROOM 2-0Q 6'-6�" = 5'-11" � 1 -(0 - I- II x - �--� 4 r %n 10 4I� o� _S' H XV N o v w W Zww 2'-511 LIN C14' = FIREPLACE `� PORCH � V FIREPLACE /1 < z m �,� Z cz a 6'-10" ol 4'— '111 �I_SII 13'-6" 3'-d" 201-10" ® O Z LL O O c' w _ 0 X _ r ' -- W / 00 v v [z P+ C14 BEDROOM o O O KITCHEN LIVING / DINING �� `j z O I I � o I I / < 11 o I IFCA2046 IFAWN2616 CUAWN301ro-2 2' 6' V-6" x 4'-0" 8'-6" x 4'-0" 11'-5 4'-011 c . c--,> _ R „. FLOOR FLAN )..�..[ SCALE: I/ 1'-0" � ALTERATION NOTES A ` :. -d` ' ' r _• �� r BEDROOMS&LIVING ROOM .� _:. > ,r : Y r:' ';!ii' _,, 1. NEW ELECTRIC TO CODE 0,AP: !I:; (f : 2. NEW INSULATION TO CODE 1 rl_L , ,,"i;l'"` ?''` ::'''v: 3. NEW SHEETROCK AND TRIM AND DOOR W PRESCRIPTIVE DESIGN PER R402,2015 IEcc: 4. NEW FLOORING w '.;;r .__ --Frie - va Ivl IVa Iva IVa �G,. {'"x.1,.1, -�,1 c' ,]In(:y_:"�"r FLOORSPACE R30 CEILING 49 ;y Z "" ..,..... uv uv SINK ' '"^J'�I, ,� "'• R-VALUE R-VALUE: W.C. r) ,pL,I]-„ BATHROOMS 7 W.M. D.W. 3' I"t�t.'� 0 - - STi R fH 0. ti,FA r11u,'I r'""�'{ I 'EXCEPTION FLOORS: FENESTRATION i,. .:Lr'.I I',,in, t " IF FRAMING MEMBER IS R79 U•FACTOR: 0.30 (o 4. r!(`!.�,'_ _ r T �... t( TOO SMALL Ex.2x10 1. NEW ELECTRIC TO CODE Lo Z Lo Urs 3 I V4 z z !!'.'. i.. . I i.. d j'.`: GLAZED RIDGE W CO _ va 3 1` �? C,i?'.; ;-(- - -. 2. NET INSULATION TO CODE X N d 1 '1''1 SLAB(HEATED)(2'PERIMIETER): R10 FENESTRATION NR 3. NEW PLUMBING ROUGH < J � SH R: _'I�.� .>:,-., I "R FRAMED WALL ''^^ e 6 SLOPE"1/4"PER FOOT PITCH TO DRAIN `1 r(_., 1)h;'P,P ;�ITv ( ry T�'i. ; . 1^•oL -, TMA R-VALUE: RIO =IKGHT �� z O ��' 6 0.55 4. NEW SHEETROCK 1_ Vco I P�-e �tOI' "T, ',T�, glnp``i r h` TT =(C.NITED WALL INSTALLED S. NEW CERAMIC TILE AS NEEDED ."� M , rY TO APROVED I•. �INJ,4 a•C L�Iy J; sEPnC sysreM I.•' f, SPACE) 15/19 }' (2)2X10 �' RL 6. NEW TRIM AND DOORS M TRAP HOUSE �" I iJCT[n'j FT. .I tt'�,, E: O r�,'"°-' t .. , `� M 1�0 7. NEW PLUMBING FIXTURES AND TRIM (n a: O 1 I `° ' , LUM5(NG 6CHEI ATI� . . - QQ� SISTER NEW 2X105 LLI Additionalfo ti� TO EX.2X6 RR @16"Oc KITCHEN V— � �,` CertiAC4tion + 1. NEW ELECTRIC TO CODE ze uired. SISTER 2x1os 2. NEW INSULATION PER CODEQ) h ►'"� Q_ TO EX -- -- 3. NEW PLUMBING ROUGH n .2 @16" INSTALLED 2X8 CJ @16'oc 4. NEW SHEETROCK if _- r EJSENER,YPE. =o]�L,G. • 'E • p i p �1 xo.R woDF.srnEw !E ,b.ID YpOD 501FM i. ', �i LLS®INOro0.wrtR Lc•oc • ; • i , xn.EnReDNF„T LtNGn] � ip DRAWN BY: JF � I. � �� i 3H�APAnYwooD 1 — i VY APAMTEDSNFATHMG � '� ,...R.,, 11/2/2017 VI APA MTk9 MFATHING " • (ALTFIINATIVIVf]/16.OSR) ;9i'_-~vv..... .1✓."-.*�Y T �~>^ i GRADE PLYWOOD I _ (ALTERNATPMF:]A6'O.f.R.) /`�/ ESL - EXISTING 2X4 STUD WALL RAti,ENERTYPE. mAoxc: ;� zY,DEn b SCALE: SEE PLAN o� • • nDL `I ~,y <11 wNoow suc z".eneEDNert LR1GIH I3 � .1 fP;,"1 F';v� e_f TYPICAL WINDOW OPENING PANEL SPAN EQUAL OR SMALLER nn.EMBEDMQlf Lt.cm >yI LLI THAN 4 FEET V.aP LAGSfAE•N j„���hY�Y / aASED AxonR wrtN la•ac • • `" -" •- .z •�,' 05 SHEET NO: Ln.[MlfplBlf LB14lX TYPICAL DOOR OPENING EXISTING FLOOR SYSTEM rJ� c +� I PANEL SPAN GREATER THAN 4 FEET MUM—D—­ 'CYT-`© G• �3 L."' Yj� AND EQUAL OR SMALLER TOGETHER Wm,sTAwLEss rsEn N0""'OO6$O1F" 7U L THAN('FEET oa l."FDRomwiwAs„Fu Lns.ra o.c. J TYPICAL MULTIPLE OPENINGS °^ WDN �o< u.oD PANEL SPAN GREATER THAN 6 FEET Lra”�vcsrnEw �s SECTION AND EQUAL OR SMALLER TMANB�� RsseD ANa,oR wsm u'a C EXISTING S vTIO^ WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL p�.. FOUNDATION AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) SCALE: 114" e 11_011 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.V.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTI U71ON FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 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. GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: Z 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL R3 RESIDENTIAL vvv O JOINT DESCRIPTION NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of lOd common nails required QTY. SPACING 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 BUILDING HEIGHT (SEE PLANS) Q _ J 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 TOE-NAIL TOTAL SQFTOF CONSTRUCTION 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 . . (SEE PLANS) 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,rakers TO TOP PLATE 10'WALL:4-8d COMMO: JOIST TOE-NAIL O 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 ^, 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 I 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 40 11"����ii 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 10 PIP T1 i:4 Z �J accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL DESIGN LOAD CALCULATIONS P ATTICS w/STORAGE 20 3).Dimensions shall take precedent over scaled drawings. ROOF (GROUND SNOW LOAD RIM BOARD EACH END (LIVE LOADS PSF) ) 20 r (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON END NAIL ( ) 40 J TO RAFTER ROOMS OTHER THAN SLEEPING '^ First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift 30 SLEEPING ROOMS(SLEEPING) v 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: responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40 ` x ^J 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 NOTES GAURDRAILS ANY DIRECTION �,/ ' ` F•i� 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 QTY. SPACING 200 O 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 PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR CAT.C) anchor bolts are to be spaced between 6-12 Inches from the end of a sill late and all TOP PLATE 2-16d COMMON FOOT SEE NOTE:1 LOAD PATH W /1 - P P SEE CONSTRUCTION ANDWIND PATH CONNECTION !+1 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE O INTERSECTIONS 4-16d COMMONEA.SIDE NAIL In 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: NAILING SCHEDULE SEE GENERAL NOTE PAGE STUD TO [�] or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel field, the exterior STUD 2-16d COMMON 2.0 FACE EGRESS 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 O.C. NAIL S m.: W 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 16"O.C. FACE FIRE PROTECTION y SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 16d COMMON SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. v 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 in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION cz 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS v 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: 2015 IECC FOUNDATION NOTES: Type II exterior factor llsin shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA �...., 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 ` DERLAELD determine intended heights of finished floorWINTER s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 2).All footings to rest on undisturbed(virgin)soil. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 3).Provide 1/2"expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT, MODERATE SLIGHT TO 11 YES JOIST TO: PER TOE TO HEAVY MODERATE �..■� concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-Sd COMMOI� JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4).Any new concrete walls being attached existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table 2-8d COMMOII� be installed with#5 re-bar,18"long at 12"o.c.. ..Use approved epoxy for Installation. TO JOIST END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE 3.5. BLOCKING EACH TOE Unless otherwise noted,all slabs grade to be 2500 p poured Concrete to be N END NAIL 4'PERIMETER EDGE ZONE 6d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravell fill with 6x6 wire meshsh r SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST 2-8d COMMO 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: COMMO (EACH TOE SEE NOTES:1 BOTH FIELDS 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter 3-16d-to-ridge SILL OR TOP PLATE BLOCK NAIL INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. ) NOTE:2 FOR PANEL FIELD along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 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 COMMO EACH FACE 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JOIST NAIL DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOMMO PER TOE NOTES • 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL 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 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMOT' JOIST NAIL UJ TO JOIST 1).For roof sheathing within,4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, , 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. BAND JOIST TO: 2-16d COMMOt+ PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 Inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods az 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 Edition Wood Framing Construction Manual. QTY. SPACING Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to raker/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. n/ o Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: LL Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. otherwise. 5 CEILING SHEATHING' SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES -0 W ).A minimum of 10 inch flashing shall be Installed between the buildin 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted g and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING where needed. 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD � r n �- 5d COOLERS Q) 'L 7 Bearing wall headers to have(2)jack studs and(2)full length studs on each side a all 6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 L openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: r openings.Bearing wail window sills shall also have(2)window sill plates for 2x4 wall 7),All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES W Q CV openings between 4'1 and le.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. _J X ...I and blocking where applicable. QTY. SPACING t 01 5).All flush beams/headers to be installed with heavy du alvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 V/ Q O O g g PANELS 8d COMMON WFCM-SBC be For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall ,v-' Z anchors where applicable to all connecting joists. PLUMBING NOTES be used. O 7/16"OSB 3"O.C.EDGE 6d COMMON 6).Double u floor under walls that run parallel to the floor and under bathtub 1).All water supply,drains a and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD � r P P 1 ) g g P 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d 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. � O M on plans. WALLBOARD 10"O.0.FIELD U) n• 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,galvinized box nails shall be permitted to be substituted for common nails. v/ I.J.. other access openings unless otherwise noted(typical). FLOOR SHEATHING: W 3).If wall studs,plates in joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. �,L, 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. O where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"0.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. N HVAC SYSTEM NOTES sd coMMoW 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists 1"OR LESS 12"O.C.FIELD Section R602.8-FIREBLOCKING REQUIRED under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. and to form an effective fire barrier between stories,and between a top story and the roof space. _A 10).Provide insulation baffles at eave vents between rafters.Install disk blocking as Q) needed. THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided In wood-frame construction in the following locations. V, 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor O 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final 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 p system layout drawing and submit it to the General p g g 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor 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. shear capacities,nailing requirements for structural over subfloor as per manufacture's instructions. 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,13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 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 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces DRAWN BY■ IF to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. 3).All electrical work to comply with 2014 NEC. to be reduced sol-16d nail per foot. 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 /�/�O�� approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SOIL COMPACTION: flame and products of combustion. torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 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. SCA 16).All sill plates and wood contact with concrete bpressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. SCALE: SEE PLAN be installed with a foam sill gasket and cop-r-sex termite shield or approved equal. �r 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE' 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 TESTED BY A PROF FESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. .� -; SHEET NO: r.� !I S5 0 ',4d B i 77�!'77777 -7- uj 77771. r" A cz L L CD CD 6X6 ACQ POSTC*4 LLJ PL4 12"dia CONC.PIER LLJ z 2) 2X10 ACQ GIRDER L - —- - - - - - - - - - -011 I-OVI 1-011 1-011 FOUNDATION PLAN SCALE: 3/8" = 1'-0" ELEVATION- z z � zLo 0) 111 (.0 0 N -jx -j I z00 � 0 . I.- 0 0 =) CY) 0 (.0 co LL CY) 2Xl0ACQ DJ@16"OC 0 (o (2) 2X10 ACQ GIRDER ^O CD DRAWN BY: F 00, 91-011 4teDOs co 10/18/2018 FLOOR PLAN SCALE: SEE PLAN SCALE: 3/8" = 1'-0" SHEET NO: Ll sl L PD� SECTION 0 o T SCALE: 3/8" = 1'-0" 7, 777,T. ssl WiND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS GIRDER a^MAX. DECKING DECKING 4"DIA.MAXIMUM Ik- EXTERIOR WALL DECK JOIST DECK JOIST 1k; N 2! 1/2"DIAMETER LAG SCREWS, CONTINUOUS FLASHING,EXTENDED THROUGH-BOLTS WITH WASHERS PAST JOIST HANGERS,CAULKED TO (2)1/2"GALV.OR S.S. OR 5"LEDGERLOK SCREWS PREVENT WATER INTRUSION LEDGER FLOOR CARRIAGE BOLTS WITH AND 101ST FLUSH ON TOP JOIST GIRDER v WASHERS AND NUTS RIM BOARD CAULK TO PREVENT WATER SIMPSON CBS NN INTRUSION LEDGER AND ANCHOR DECKING 1/2"DIA.EXPANSION BOLTS, L v�° JOIST FLUSH ON TOP "MIN. EPDXY OR ADHESIVE(PER 'gyp;�,e CONCRETE POST FLOOR MANUFACTURE INSTRUCTIONS) G,°•� • PIER JOIST 1-5/8"MIN, w/WASHERS AND NUTS e s^MAX. DECK JOISTS = .°• DECKING DECK/PORCH RAILING 1/�• "MIN. p,e.;•a. V_ z D •�' JOIST HANGER r. DECKING DECKING y �. DECK JOISTS is gyp,�,•a 2X ACQ LEDGER BOARD FOUNDATION WALL D •a. ., O NOTE: !o•° DECK JOIST �E-1 ape•� BLOCK FOUNDATION �D,°,.a ' DECK JOIST RAILING ^ ` " FOUNDATION p ,ate TO BE FILLED WITH A •�, JOIST HANGER POSE WALL ,I>r�' GROUT AT ANCHOR �p e•• 2X ACQ LEDGER BOARD LOCATIONS SIMPSON DTT2Z HOLD-DOWN Z O GIRDER GIRDER RIM BOARD LEDGER BOARD TO RiM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2X8) DECKING 1W a 2"MIN. IJ W Z THROUGH-BOLTS o s"MAX. DECK JOIST W THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2".PILOT HOLES FOR THROUGH-BOLTS 2"MIN. SHALL BE 17/32"TO 9/16"IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT _J HEAD AND NUT. SIMPSON CC (2)1/2"GALV. S.S. 2X BLOCKING AT EACH POSE SIMPSON CBS WITH/ 1'1 CARRIAGE BOLTS ATTACHED WITH T THREADED EXPANSION AND ADHESIVE ANCHORS ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOT1�7 STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD TOM POST E 12"OC IN 2 ROWS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWN IN LEDGER DETAIL.EXPANSION v AND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2".MINIMUM SPACING AND PIER POST-TO-DECK CONNECTION 2"MIN. 5-1/2"MIN.FOR 2X8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL O O O 6-1/2'MIN.FOR 2X10 ANCHORS MUST HAVE WASHERS 5"MAX. 7-1/2"MIN.FOR 2X12 ® ® ® LAG SCREWS 3/4"MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2".JAG SCREWS SHALL HAVE PILOT HOLES 1..12"MIN. LEDGER L LAG SCREW,THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. 4"MAX. OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2"UNTHREADED SHANK.LENGTH MUST PENETRATE BEYOND yyy RIM --- RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. TT CONCRETE LEDGERLOK SCREWS PIER LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT 4"DIA.MAXIMUM BE USED FOR MASONRY,CONCRETE,BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM LEDGER BOARD FASTENER SPACING AND CLEARANCES INSULATION.SCREWS SHALL BEAMINIMUM DISTANCE OF 3-3/4"FROM ENDS AND 1-3/4" FROM TOP AND BOTTOM EDGES. 24"X24"X12"CONC.FTG. HANDRAIL NOTES: T BELOW GRADE All required handrails shall be of one of the following types (ALT.:BIGFOOT FOOTING) or provided equivalent graspabiliy. Z 1).Type I.Handrails with circular cross section shall have an outside diameter of at least 1-1/4 inches and not greater m 36"MIN. than 2 Inches.If the handrail is not circular It shall have a , perimeter dimension of at least 4 inches and not greater than 6-1/4 Inches with a maximum cross section of FLOOR SHEATHING NAILING AT 1/2"DIAMETER LAG SCREWS, ATTACH TO i-101ST I/2"DIAMETER LAG SCREWS, dimension of 2-1/4 inches. 6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH-BOLTS WITH WASHES JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN OF 09)8d NAILS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN 2).Type IL Handrails with a perimeter greater than 6-1/4 Inches shall provide graspable finger recess area with both sides c the profile.The finger recess shall begin with a STAIR RAILING 7GIRDEI distance of 3/4 inch measured vertically from the tallestSOLID SAWN I JOISTS ILK I I portion of the profile and achieve a depth of at least 5/16 FLOOR JOISTS JOIST J(ST I I inch within 7/8 inch below the widest portion of the profile.The required depth shall continue for at least 3/8 1-1/2"SPACE THREADED ROD MAY BE THREADED ROD MAREInch to a level that is not less than 1-3/4 Inches below the MINIMUM SLOPED UP TO 1:12 MINIMUM 2X6X36" SLOPED UP TO 1:12 tallest portion of the profile.The minimum width of the LLAWAY FROM THE HOUSE ATTATCHEDTO)GIST AWAY FROM THE HUSE handrail above the recess shall be 1-1/4 inches to a WEB WITH 06)10d NAILSL GIRDER maximum of 2-3/4 inches.Edges shall have a minimum HANDRAILS .� radius of 0.01 inches. � W JOIST HANGER AND CLINCH JOIST HANGER 1 W V z (0z � BALUSTERS 10d THREADED NAIL OR#10 WOOD SCREWS, W ty/ Q N LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) 16"oc EQUALTAOR GREEDIN2ATER AN3"LONG, 1 1 STAGGERED IN 2 ROWS OPEN BALUSTER ATTACHED TO WALL J X J LO HANDRAIL CONNECTION z p 0 CDM T ' ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTHIL 0 IF BEAM IS CONSTRUCTED WITH 3 MEMBERS OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS (2)THREADED NAILS OR SCREWS AT EACH END OR O �1 M 6 FT.MIN.EXTENT OF BLOCKING ATTATCHED OUTSIDE MEMBER TO THE SPLICE END;SPLICES SHALL BE LOCATED ONLY OVER SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN r—J `_ INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL '^ /1' O ATTACH BLOCKING TO DECK WITH 1/2'DIAMETER LAG SCREWS, BEAM ASSEMBLY DETAIL PROVIDE AN EQUIVALENT GRIPPING SURFACE VUj) L.L lOd NAILS AT 4"O.C.STAGGERED THROUGH-BOLTS WITH WASHERS V OR s"LEDGERLOK SCREWS SIMPSON DTT22 HOLD-DOWN � O II DECK I I STAIR TREAD � ^^ JOIST I I L.✓1.. • I I RIM BOARD THREADED ROD MAY BE MINIMUM 1-1/2"THICK FLOOR JOISTS SLOPED UP TO E STRINGER BLOCKING.BLOCKS MUST (SOLID OR WOOD-1) AWAY FROM THE HOUSE FILL BAY AND FIT SNUGLY LJOIST HANGER GIRDER JOIST GIRDERMEADER STRINGER TO DECK/PORCH CONNECTION DRAWN BY: JF LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) SPLICED JOISTS OVER HEADER/GIRDER 1Q/18/2018 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST GROUND WIND SEISMIC FROST WINTER ICE SHIELD NAILING SCHEDULE SCALE: SEE PLAN SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS JOINT DESCRIPTION QTY SPACING NOTES STRINGER JOIST TO: PER TOE g16" C MODERATE SLIGHT TO 4•Bd COMMON SILL,TOP PLATE OR GIRDER JOIST NAIL 20 PSF 130 B SEVERE 3 FT. 11 NONE (2)THF )"R TO HEAVY MODERATE BRIDGING EACH TOE TO JOIST 2'Bd COMMONEND NAIL BLOCKING EACH TOE P644 POST ,d I SHEET NO■ 2-Bd COMMO ANCHOR ®TO JOIST END NAIL WOOD JOIST 4.. 5 BLOCKING TO: EACH TOE o•>, 1). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT 3-16d COMMON a' SILL OR TOP PLATE BLOCK NAIL LEDGER STRIP EACH FACE CSEAER/HEADER NC.SLAB e' ` �^ '.� 2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. TO BEAM 3.16d COMMONJOIST NAIL y C �' �•+ A (AS REQ.) '''.o WOOD JOIST ,a a . JOIST ON LEDGER PER TOE 4• 3). ALL FASTENERS,HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. TO BEAM 3•sd COMMONJOIST NAILs •"o ) • 8"dia. ,e� DECD I€RJ BAND JOIST PER END '!V CONC. ,° V• PERP 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. To JOIST 3-16d COMMO JOIST NAIL 3,-0' 4- ° PIER ' 'd ^•,1>`. BAND JOIST TO: PER FLUSH JOISTS WITH JOISTS WITH HEADE�GIRDER •ti' o a' -- Aff IL 5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. SILL OR TOP PLATE 2-16d COMMO FOOT TOE NAILJ� ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 41' "•e 4 THE PROPERSTEELCONNECTOR. :e y "1 y� 6). FLASH ALONG HOUSE WALL OVER LEDGER WITH MIN.10"FLASHING. IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS `S S�0 TO ALLOW FOR SHRINKAGE.