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Town of Southold 10/4/2016 P.O.Box 1179 0 53095 Main Rd O'$ 0�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38563 Date: 10/4/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2185 Westview Dr, Mattituck SCTM#: 473889 See/Block/Lot: 107.-7-1.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/4/2015 pursuant to which Building Permit No. 40079 dated 9/10/2015 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: ADDITIONS AND ALTERATIONS INCLUDING COVERED FRONT PORCH, SECOND FLOOR DECK AND PARTIALLY FINISHED BASEMENT TO AN EXISTING ONE FAMILY DWELLING, AS APPLIED FOR The certificate is issued to Weiner,Andrew&Weiner,Debra of the aforesaid building. i SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0060 05-31-2016 ELECTRICAL CERTIFICATE NO. 40079 .06-02-2016 PLUMBERS CERTIFICATION DATED 07-06-2016 Dennis Franks A&izogignature TOWN OF SOUTHOLD o�°S�FFot,r�o BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "oy • o� 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#: 40079 Date: 9/10/2015 Permission is hereby granted to: Weiner, Andrew &Weiner, Debra 214 Old Army Rd Scarsdale, NY 105832620 To: construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 2185 Westview Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 107.-7-1.2 Pursuant to application dated 9/4/2015 and approved by the Building Inspector. To expire on 3/11/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,046.40 CO -ADDITION T ELL G $50.00 T al: $1,096.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 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 q �� Date. e? 15 New Construction: Old or Pre-existing Building: (check one Location of Property: ✓ Vvl�! House No. I Street Hamlet Owner or Owners of Property: 14 Suffolk County Tax Map No 1000, Section l © � Block Lot Subdivision ,, ff Filed Map. Lot: Permit No. `'l Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: y (check one) Fee Submitted: $ !sn -CJS Appli t ignature pF SO!/ly®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® aQ roger.riche rt(d-)town.soLitho Id.ny.us Southold,NY 11971-0959 OI�C®UNTY,� ' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Weiner Address: 2185 Westview Drive City: Mattituck St: New York Zip: 11952 Budding Permit#: 40079 Section 107 Block: 7 Lot: 1.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Elite Electric Inc. License No: 55232-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200A Heat Duplec Recpt 40 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 5 Smoke Detectors 4 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 60 CO Detectors 1 Sub Panel A/C Blower Range Recpt 50A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200A Switches 22 Twist Lock rl Exit Fixtures TVSS Other Equipment: 3- Paddle Fans, 3- Exhaust Fans, 9-ARC Fault Circuit Breakers. Notes Inspector Signature: Date: June 2, 2016 z Electrical 81 Compliance Form(2).xls Town Hall Annex Telephone(631)765-1802 54375 Main Road Pax(631)765-9502 P.O.Box 11174 . Southold,NX 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD D SEP 1 2 2016 IBU LDING DEM ERT 1 F I C T I O K TOWN OF SOMOLD SaL,Y ��: a(91& i Date: , .,. Building Permit No.. I Owner.• e— Yl e l2 (please print) Number: _Q15iVNI5 0,4Wff5 '��n/�1,5 PU11778/1VC' �' 14197 N&I INC. (Please print) I certify that the solder used in the water supply system cotitains less than 2/10 of 1% lead. a C lurnbers Signature f �� i Sworn to before me this day of I Notary Public, II%Ss 0�.lttzfy NANtYC.DUFFETT l NdWy Public,State o/Newllblt l No.305058076 CuaMed in Nassau 6 i ©ontlnissio t Was L 6 i OF SOUT,y�lo V �o • �o - lq co TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE /� INSPECTO_R_ fjf so �lq cou TOWN, OF SOUTHOLD BU.ILDING DEPT. 765-1802 - INSPECTION I FOUNDATION I ST ROUGH PLUMBING ] FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE.& CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE - 6-b'/4- -INSPECTO - _ eOUNi'1, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ,` [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL TION [ ] AULKING REMARKS: DATE 07113114 INSPECTOR ' rjf s cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' ] FOUNDATION I ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING [V�`FINAL FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION ] CAULKING REMARKS: 0001, �n /* D AT,E A C— ANSPECTOR ��OF SOUT,y� TOWN OF SOUTHOLD BUILDING"DEPT. 765-1802 INSPECTION [ ] FOUNDATION A ST [ ] ROUGH PLUMBING " [ ] FOUNDATION 2ND [ ] 1 SOLATION [ ] FRAMING /STRAPPING [ ' FINAL- �f3/��� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: -- - - Yt wsi DATE ` INSPECTORLZL\SVL1 so • yo 00UMV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 'INSPECTION , [ ] FOUNDATION 1 ST, [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING /STRAPPING [ FINAL —r-I vin9c [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] ULKING REMARKS: 61 w` D 6vi/ Fig, kvA-1 a +- 6 I ft o (()V/ �lv DATE91 >'r' INSPECTOR RCHITECT MARK SCHWARTZ&ASSOCIATES 28495 Main Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 1 www.mksarchitcct.com June 16,2016 D DD Southold Town Building Department JUN 1 6 2016 P.O.Box 1179 Main Road Southold,New York 11971 BUILDINGDEPT. Re: Weiner Additions and Alterations TOWN OF SOUTHOLD 2185 Westview Drive Mattituck,NY To Whom This May Concern: I have been on site during construction and reviewed the project. The footings,foundation, - damproofing,strapping,rough plumbing and pressure test,fire caulking,framing and insulation work have been completed as per plans. I hereby certify,to the best of my knowledge,this work has been completed and meets or exceeds Southold Town and NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, 4 Mark Schwartz X' AIA Member American institute of A3chitecture Ii ! RR P. np I STATE ENRRGY bI New— _._ �� •moi% �"` _ -�,_, �. RA PON AIR 111 Pill 11 mw Sid MW R if wAd WOM II{{ r �► • frr I 1 e ° �- lL 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 Survey SoutholdTown.NorthFork.net PE PT NA- CSU- r Check Septic Form Q I N.Y.S.D.E.C. U Trustees P ® 4 Zp,S C.O.Application S Flood Permit Examined ,20 Single&Separate BLDG DEPT Storm-Water Assessment Form / Contact: , Approved ,20J Mail to: I"ry 20491<4i Z, Disapproved Ic Phone: �1� Expiration ,20�_J Buil mg Insp ctor APPLICATION FOR BUILDING PERMIT Date 10 1 0411' , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Ai\jor,PE IJ 4 Ppe, r_IL (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. Loc ajolaladon which rop oQ1sed work will be done: f 6 V J V LA.) .- I �1 I L2v14 ~ House Number Street Haml t County Tax Map No. 1000 Section ( 0-7 'Block'' i=' Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premise anpd�intended use and occupancy of roposed construction: a. Existing use and occupancy !� I Czy fi b. Intended use and occupancy e % 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work i °;�• ,1,^ (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If ��business,c ercialAr r�ee�drroccupancy, specify nature and extent of each type of use.4 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories "l 9. Size of lot: Front ear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated V-4—© 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES k NO 14.Names of Owner of premises Vr K Address Phone No. 91 71 Z 1 9 P Name of ArchitectYZ-- Address Phone No l Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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,)V * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF rO H,4v, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Arz-CH (Contractor,Agent, Corp rate Offi er, 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. Swore to before me FjuL� day ot _20(7 yv._P C_ONNIE D.BUNCH NotarPublic ic,State of Ne Sign Ute of Applicant y No.01 BU6185M b Cualifled in Suffolk County 0) � Commission Expires April 114,2____ Scott A. Russell ���gUFFCt' ST 01K1\\\\4WA\,T1E1K SUPERVISOR U IWA NA(G 1EMI1EN T z SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEWYORK 11971 'own of,Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE )FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑M C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ j 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 FIRM MaV-=of-any-water course.--- -.-- - ❑( ] F. Installation of new or resurfaced impervious surfaces of 1,000 square �- ---- - ----feet or more,—unfEss prior approval of a-S-tormwater-Management--r--- ---- Control Flan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. --------------- If you answered.NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. Date APPLICANT: (Property Owner,Des,a, Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 y j Du-trrct NAME: G I /L rO 1 ® 7 Section Block Lot 1�OR BCi1LDING DEP.�RTI_IENT USE ONLY "{{ Contact Information :Z T Y 1 6(6r t Previewed By: ' - - - - - - - - - - - - - - - - - - Date: �-' -"l � Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. IB Stormwater Management Control Plan Not Required. _ — — — — — — — — — — — — — — — — — _ ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review) FORM SMCP-TOS MAY 2014 t • �o��OF S�fy0 Town Hall Annex -— -- 41 41Teldphone(631)765-1802 54375 Main RoadCATA ' SCP.O.Box 1179 ro enriche (6 46 ;M-MUs— Southold,ld, NSC 11971-0959 JAN - 7 2016 BUII..DING DEPARTMENT 7r, TOWN OF SOUTIiOLD APPLICATION FOR ELECTRICAL INSPECTION : REQUESTED BY . '/90br.rcT l-lracnn,e-► Date: Company Name: a� QP-; Name- Tv oR�. License No.: Address: /Z3 OCZAW rav y o Phone No.: (D-3 - q-36- (oto 1 6 : JOBSITE � F-INFORMATION: .(*Indicates required information), *Name: la.D E.,s� " *Address: I j L•��v•EiJ j *Cross Street: �on��e,�: �� a,.� tc�aa�•��c K ►� � � a ���, � *Phone No.: 7 2 A 5 Permit No.: 'V60 7 9 " Tax-Map District- 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 20A -1-'1�-p R (Please Circle All That Apply) Is job ready for inspection: YES NO Rough in Final *Do-you need a Temp Certificate: YES ICE) Temp E) Temp Information(If needed) *Service'Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form QguFFflt� . Town Hall Annex ' *. • 4, Telephone(6311802 54375 Main Road Q -Fax(631)7349502 P.O. Box 1179 Southold, NY 11971-0959 z BUILDING. DEE PA IVIENT NOTICE OF. UTILIZATION.OF,TRUSS T- Yft'--E CONSTRUOTION, PRE-ENGINEERED WOOO"CO'NSTRt CTION AND/OR TIMBER CONSTRUCTION Date: Owner: 4w 7 V Location of Property: / •, 3i I C/l�, 6 Please take notice that the (chedk rlicable line): New residential stFucture Addition to existing`resldential structure v Rehabilitation to an:existing'residential structure fl to be constructed or performed at th&laubject pi'i l3ertyir44ence above will utilize (check applicable line): Truss type construction,(; Pre-engineered wood,'Po-nstruc_tion(PIN)• 5 _ 1-im6&construction c f6i in the following location(s) (check applicable line): ' Floor framing, inclUding girrders and.boams(F) Roof framing(R): : . Floor and roof ftming (F ) Signature: _ Name (person submitting this form): Alp r— . 6-y Kj Capacity(check applicable line): Owner !// Owner representative TrussResReg15.d0cx Effective 1/1/2015 Bunch, Connie From: Bunch, Connie Sent: Thursday,lune 16, 2016 1:59 PM To: 'Mark K.Schwartz' Subject: RE:Weiner 2185 Westview Drive C of O Who is the builder on this job?We have not done any inspections except for electrical. And is there a 12 x 10 shed on the property still—we have an expired permit for that shed. If it's gone we can void it. Everything will have to be certified and specifically called out on the certification.We have the electrical certificate and final health dept. Footings,first foundation, damp proofing, strapping,framing, plumbing pressure test,fire caulking, insulation will all have to be certified. From: Mark K.Schwartz [mailto:mksarchitect@optonline.net] Sent:Thursday,June 16, 2016 12:43 PM To: Bunch, Connie<Connie.Bunch @town.southoId.ny.us> Subject:Weiner 2185 Westview Drive C of O Importance: High Hey-Connie, Can you please check what this project needs for the C of O? Thanks! Mark K.Schwartz,AIA-Architect Bunch, Connie From: Bunch, Connie Sent: Thursday,June 16, 2016 2:03 PM To: 'Mark K. Schwartz' Subject: RE:Weiner 2185 Westview Drive C of O And we needhe certifications before we go out—fora final inspection Bunch, Connie From: Bunch, Connie Sent: Thursday,June 16, 2016 1:59 PM To: 'Mark K. Schwartz' Subject: RE:Weiner 2185 Westview Drive C of O We will also need the plumbers solder certificate 1 Pontino, Susan From: Pontino, Susan Sent: Tuesday, October 04, 2016 10:51 AM To: 'Mark' Subject: Weiner, 2185 Westview Dr, Mattituck So I was about to type the C of 0 and Mike said that we needed to amend for the finished area of the basement that never had a permit. He agreed we would use the plans we have which show it as finished since it meets egress and ceiling height, however there is a fee of$217 for that portion which we didn't charge for. Once that is paid I can finish typing up the C of 0. Thanks so much. Susan Pontino ClerVlT pint Southold Town Building Department 1 REVISIONS• P) I, DEC 30 2015 ! Fban,d=int of existing sanitary system must be in mfce withdepartment requirement Submit100 107-6 o / aRAUERSWOODs ®anpleted Y®fin 'Y$V dFf g c� as proof -UNDEVELOPED- i / WOODCLIFF rREESEA ASREL PUBLICWATM / DRIVE / NORp,C� ,ya ` 7 AN� / ON 10 N �S IDio7LB n oa � IDOD'7D7 7-I I DONNA SMITH IB JOANNA AN -pUBLI[WAT D JOSEPH CORNETTA LU ICWATER• / In DWEWNG - �` S 44 47 V� / �� 100'SETBACK � Off• n � - FROM 1uA` +tnx °Nj •n, •w�vwun Lr1 � G 'ob, FLOOD ZONE I WELL ATER / U FLOOD ZONE ♦ •` ZONE AE•♦ LINE N `♦ t' °p ;- VAULTMETER BCIX / LANDWARD EDGE OF TIDAL WETLANDS AS \ \ � 43 1 �_V` DETERMINED BY SUFFOLK ENVIROMENTAL ♦ ., n �(_'\ / CONSULTING,INC ON JULY 9,7015 .wW % \ 7 -W xar• QQ.+ :� BA M ` 1Z \ \ r c�m+m 11 :c D OCATIO 1Q0. nDDIn CC/O/F / L B4` tD0o-107-7 77 '\ ,1 20 EX L` �' '.X1�1 fil�i'II•fP1 6 JOHN AND JUDITH KRYAN MATTITUCK 36103CO143H PDWELLING I FIq(�]+R• r u _lniu°0 O \ 1 I t n(�/NI, UBLIC WATER- / Q ♦ ` \ v j r ,Ii;�-',II I� r I i- ?`"�'•�''os, '* ° Q u .1: R / �� - SITE PLAN CREEK °�' 2O0' I ;�I�IL=l L 1 1A KMT r �6�/ \ \ .Il�.,��,,j!i s, e i-�DBrvLwnr W TIE LINE ° 9'0 n '" � ' H ALONG MHWM "� F•" �t =SCALE: 1" 60 -01 4� \1 20NE ZONEAE ♦` FLOOD N/O/F / MEETS & BOUNDS Z EL S' LINE 1006107-77 0 DEBRA AND THOMAS KENNEY O Q DWELLING BY: PECONIC SURVEYORS AUBLIC WATER IW1F [;'� 4�g " ai�T�- _ =-DATED. AUGUST 2, 2015 H�d a ry ROBERT E23ARU / \ 1 SI y I I' I/•'• DWELLING H PUBLIC WATER- �� / _ IEd IV—J•yIl tr SITE DATA: SCTM# 1000-107-7-1.2 BRENDA kER p DWELLING / SCT'Nt-S-1 l•®: -Y000-4-07-7-1 .2 PUBLIC WATER- O DESCRIPTION: SQ.FT,AREA: LOT COVERAGE: EXCAVATE: FILL: 1000107.7.0 +°Oh+ri,K N ANND E LUNG HI DV'C PROPERTY. 36,978 3,q ft � �Pl1BU[WAG WATER• PROPERTYWETLANDA 390601q ft. BUILDABLE PROPERTY 33D71.31q R ' FHH+T+111 ESTIMATED AREA OF 8D1qR ^, �1 GROUND DISTURBANCE t"S `-� 4 '^.T SUFFOLK COUNT DEPARTMENT EPARtlMENT OF HEALTH SERVICES EXISTING HOUSE 174841q ft. 5344 / ® qg p CONSTRUCTION �p®yg/oq. p,� ® jj DD PROPOSED ADDITIONS 706B1q R. 06% 150 m.yd 100N Yd. �el, PERMIT FOR APPROVAL OF CONS 1 RUC E ION FOR A � N EXISTING DECK 357719 ft, t �^ .41 q SINGLF_ FAMILY pMIL RESIDENCE ONLY PROPOSED p00.[N 8701gR D.7b 2.yd lu Yd `it PROPOSED BALCONY 96119 rt 03% 7 a yd 1.yd r1 ' EXISTING POOL 800 R %19 7.1 I _ V DRIVEWAY 1734,q ft i I DATE I� H.S. REF. Ilion � � � o � ® DRAWN NLH/TIS OREMoveV'�. ����®��� �� JOR4 SEPTICSYSTEMT 30myd 70 cu Yd •t _ �`-'f• 4 - NOvrmhcr25,2015 . PROPOSED SEPTIC SYSTEM IOD.Yd ISO-yd SREET NUMBER FOR M-AXfMUM OF *7 BEDROOMS PROPOSED DRYWEILi - 750 yd 75myd �.V ~ EXPIRES THREE YEARS FROWDATE OF APPROVAL, TOTAL 32912,q 0 99% 359 au yd. 247<u yd S- 1 REVISIONS: GRADE EL.24 5' ......... 0.5' MIXED SAND AND LOAM ' SP - BROWN CLAYEY SAND ��04 2�II TAPER PER BUILD CAHDSDE U EQ. PER MOVE EXSCHDS SEPTICEQUISY NEM ScTS O FENC 72 ----------- 6' 14 I WELL E 6 IB F E 20 drD�w zz ATER METER ' 11 9CF 24 VAULT BOX L. 26 28 1O a�as.€ .ati�. p .r 5� 43.7 1 30 U �� �� EL 30 a POOL �0 A �ys�_ PALE BROWN FINE SANDZ F L:C1z ,I'�—T�1=LE�Z�1.�I'" SP BA EXISTING I STY HOUSE CO ED O• m PROPOSED 2 STY, �+ OIL SpA I0_7 hlii: ADDITION ,° ORC OCATIO IIIc= IjE aJ 7� 2s u 1= ill �l I =]_� ADDITIO > _MIN EL 16' 20'FROM LEACHING pOOLf rr- Ill • ,(! x I)fLbPF GRADE PER fCHDSJ --IIS HH -,;_�11=;I I C-- I '_TI _- ,-♦ ,;,;� CONCREI' I✓/,,✓' WASHO EP 1 : EL:3.5' -� \—♦ _ —ABANDONED WELL 26 EXISTING T 2ND FL EE%T WALL ILII� �� ,ry*u u• iN ' �. 60, WATERMEiER b -0 Il l l -!lJ l�; III♦1_, u —11i-' = OS, `Cq VAULT BOXUjj I �111 I� EP Ifr�1L11; jp,- \ WATER IN PALE BROWN III I-\ I, 1_ IL. Lr ST FINE SAND \ I1�4-=1L(---IIL I� -'-'• ♦-i ASPHALT 1 0 1 I_ (k-- 1=-_- ceN muniaN ♦DRIVEWAY ♦ ~ SP 1 -1 Ili. Ii Dc III; OVMPsiERTO -.III I>==IIII F=•--I W � ♦ RUA4IN ON{ITE I I U Q'X4'DW, EpR ouRAnoN ♦ � l\, W oNsrRunioN V` y 11 1=-- - — WATER ENCOUNTERED I6 18� 1B 16 16 g 20 W W ._9 251,2' O' a.w 9 21'BELOW GRADE ♦ "t 4 22 Ln A TEST HOLE DATA A Ate: 8 a McDONALD GEOSCIENCE , 10/8/2015 �` � ��.� PROPOSE SEPTIC SYSTEM DETAIL ,� ���, P TIAL SITE 0 (NOT TO SCALE) - HOUSE , � .n' SCALE: 1" = 30'-0' A EXISTING MADE,210' EXISTING GRADE 19,0' EXISTING GRADE 17 D'-16 0' �' Q 4 r 4 t • el 15,8 el 15,0 'u0 ,♦MIN,4"DIA. MIN.4"DIA. nl ts,t APPROVED PIPE nl 14 8 nl la 3 APPROVED PIPE 014.2 c A d min.PITCH 1/4"/1' 2000 gal min.PITCH 1/B"/1' SAND ®®�' 1 C T/`!1 N® 1000-107-7-1 .2 SEPTIC TANK I B'dle.X T deep 8'dla.X T deep B'diD.X T deep I COLLAR su//���rrr ■■ iII� • 3'CLEA LEACHING POOL LEACHING POOL LEACHING POOL ; SAND >ry _ el 7 E Rr 3'MIN COLLAR 3'MIN Q q Z GROUND WATER EL 35' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERV`ICF.S � PERMIT FOR APPROVAL OF CONSTRUCTION FOR A � W F- 3 SEPTIC TANK LEACHING POOLS SINGLE FAi17ILY RESIDENCE ONLY N NOTES: NOTES: 1).MINIMUM SEPTIC TANK CAPACITIES IS 2000 GALLONS. 1).MINIMUM LEACHING SYSTEM IS 3 POOLS;T DEEP,B'DIA 2).CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE j DATE I v( v Z l H.S. REF. NO. I O r o ok 28 DAYS. (OR EQUAL). � n _� 3).WALL THICKNESS SHALL BE A MINIMUM OF 3"•A TOP THICKNESS OF 6"ANDA APPROVED /SI�J�/i 3) ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(O0.EQUAL). DRAWN: 1,t11/MS BOTTOM THICKNESS OF 4' ALL WALLS.BOTTOM AND TOP SHALL CONTAIN t REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 4) A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE FOR MAXIMUM OF BEDROOMS SCALP 1/4"=1'-0" MAINTAINED.MAINTAINED. 4).ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. EXPIRES THREE YEARS FROM DATE OF APPROVAL Navcml,cr25,2015 ' 5).AN B'MIN DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL _-- 5AEETNUMBER: 5) THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A BE MAINTAINED - -� MAX TOLERANCE OF+/-1/4")ON A MINIMUM 3"THICK BED OF COMPACTED SAND OR PEA GRAVEL. e 6).A 10'MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 0s I Gj— O� �� REVISIONS: R E�� � tl"-'A Fa / -UN E V WOODS -UNDEVELOPED- O SUFFe CO.HEALTH I� ' 0.EESEAND0.0NALDMc[ASKEL Hj GEAs(�c ag —� DWCWAT OFF=OF�`�AST��kftj MGT, / WOODCLIFF _ PUBLIC WATER / DRIVE _ O / 'aO• G A IDDa`�iD7�1 / �' DONNA SMITH - IDDJOSEP,1 DWELLING / L.j y JOANNA ANWELLING CORNETTA -PUBLIC WATER s.•7 e DWELLING S x'47'20 6 FRO 100'SETS CK 'Off' 'E d, �` / V] • - FLOODZ NE WELL ® .y,mm. � Q o: ? d' - i q � / M FLOOD ZONE ♦1 , ATER METER ,` ZONE AE LINE VAULT BOX �.1 'y LANDWARD EDGE OF TIDAL WETLANDS AS %� DETERM)t}�11kmW fQf�kINVIROMENTAI gg t. / CONSUWId.4E11 mow„wLu 9.7015 ``x' Z Y g \` - POOL M , .j \,1� 01�jd \ 0, a H SEAWARD EDGE OF NY S ;`� \ ❑ m ❑❑ \ E / INTER-TIDAL MARSH pN :� \, Jn.e w, Re \ 0 /0/F 4. -' o r, 1'" ,°°alma 72 zq �rF pR6yi. •�� \\a`� 20NEX pWpppl \\ A JOHN AN `I(FH KRYAN ero? ,, \• fi103G0143H.P I g 8 \ —, R T, a 0mn -PUBUC WATER• / O Zi MA 1TUCK(fREE-+ o EK , \ may '' Ari WT dp 1622 \.vo \ 3 "�. i'.D0.NMAY b, / 3 '��/� .` . `� 1 L 1 ti -;�. SITE PLAN i' TIE LINE 1-01 ALONG MHWM SCALE: 111 60 14 ZONE AE� rr s■�, ' \APROXIMATE EDGE ` FLOOD ZONE N/O I F � f'�� 4• y, Cq li MEETS & BOUNDS DO OF WETLANDS LINE 1000.107.77 DEBRAANDTHOMAf KENNEY p-I MATTITUCK 4 PUOLCLVUNO ATER• N/O/F Y-PF00NIC SURVEYORS O o ROBERTloMI0 7.21 „ �' it �`� !�- - " ;DATED: AUGUST 2, 2015 a y CREEKDWELUNGD SEAWARD E GE S UBLIC WATER c '•7 ,� 1 �r `''�,1 _ 1 f� INTER-T1bAL ARLSH 2 339 ID00010 iA BRENDA KG / SCTM 1®1 o. 1000107-7-1 .2 SITE DATA: SCTM# 1000-107-7-1.2 PUBLICWATER. a DESCRIPTION: SQ.FT.AREA: LOT COVERAGE: EXCAVATE: FILL: 1°°°1°77.4 / � ANN WELUfCHI ON WEW PROPERTY 36,970 314 R �UBU[WATER PROPERTY WETLANDS. 39060M IL A BUILDABLE PROPERTY' 33D733,q R SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES v UnMASAREAOF DODD,q R G0.OUNDD15fURBANCE APPROVAL OF CONSTRUCTED WORKS FOR 0UND SEPTIC LOCATION - _ _ - K SIWGLE FAMILIA RESIDENCE E%ISTINGHOUSE 17404,q R 5394 - ®��� MAY2018 H.S.R��.ISI®. PROPOSED ADDITIONS 2068[q R, 06% 150 N,yd 10001 yd LOCATION LOCAT Rto—15-oo�c� N DESCRIPTION: SYM: � EXISTING DECK. 3577W R ,194 - ' .-A•!• -B- ''I'e 8e482g®dISpCSaB and water supply facilities a8 4PBIS location have been PROPOSED PORCH. M a K R 07% 2 N.Yd. I N,Yd i petted antler certified by this Department or other agencies and found to PROPOSEDXISTIN,PCOLBALCONY 96),q.R. 0394 7.yd l m.Yd. 2000 gal.SEPTIC TANK ST 52'-9" 40' U sadsfactory FOR A PMXIMUM '7 BEDROOMS. E%ISTING TOOL e0o sq R 24% JUN DRIVEWAY. 1734,qR - - vV1® Za'� MH I 8'dia,7'deep LEACHING POOL LP 1 64'-8" 36'-6" a DRAWN: 114"= -0 Walter p Hilbert,p. ,(S SCALN• I'4"=1'-0" SEPTIC SYSTEM TO REMOVE 30m yd 70 N,yd p� ld alter J.Hilbe ,P' aq 1(� - I lORq 8'dia,7'deep LEACHING POOL LP 2 76'-8" 50' is Office of Wastewater Mamg"rte:tt May 26,2016 PROPOSED SEPTIC SYSTEM 100 w yd ISD to Yd ;H n'i�0 ___-__ ._Y. --"---• -- 1 SHEETMIT(BER PROPOfFDDRYWEtlS - 75a yd 75m yd 8'dia,7'deep LEACHING POOL LP 3 79'-6" 35'-6" S.1 TOTAL 3291 2 sq R 9 9% 359 cu.yd. 247 m,yd. i REVISIONS: S 44°4712011 FENC 72 150'FROM �tutmf�n I W L WELL a FFN 6 8 i 20 22 ATER METER 24 VAULT BOX q]M CFS 26 28 30 1 e 30 POOL � � � U 2STY HOUSE COVE z SpA // P CH g1� Q v / OOH 28 26 g i o LP/� - 1P STON -'7NEnii -�µ- EXISTING o \ �%} STEPS g ro' WATER METER b 1 2 V - QS VAULT HOX LP , a \ ZZ:-. I♦—r ASPHALT O EX.7 le 3 TR — / DRIVEWAY ^`� "- wI ♦ 1 I V E"� U 4X4/ 'UWP ♦ / b. N 1,69 CE, z 6 ♦ 16 I8 20 a 25.2' A 22 to U ® / ,WELL p TIAL SITE WELL z F4 _. O 1 1 _C - „ SCALE: V - 30'-0' qA • ','(N SC _ Q ! SCTM No. 1000^107-7-102 � W r" 3Q 01 v� SEPTIC LOCATION X23 -a LOCATION LOCATION 3 U DESCRIPTION: SYM: -A. -g- SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR � w 2000 gal,SEPTIC TANK ST 52'-9" 40' 64 SINGLE FAMILY RESIDENCE 8'dia,Tdeep LEACHING POOL LP 1 641-8" 36'-6" ®st® g H.S.Ref.No. W1 C, § The sewage distmai,mad baater supply facilities at this location have been 8'dia,Tdeep LEACHING POOL LP 2 76'-8" 50' IngpgCIgd and/or Cer6rd by this Department Or ocisr agencim and found to 8'dia,7'deep LEACHING POOL LP 3 79'-6" 35'-6" he satiSfaCt@fy FOR A PbaAXIML1dtA eR DRAWN MH/MS �p� Upo p Hilbert, �b I� SCALP' 1/4"=1'-0" if Vt�dte J. A ilber ,8�.E., v 6e 2 Maayy266,, 21116 '®��t8 a Cr Ur wCTPi�Eu°d * 8.v.i-�-`�..:.":E SHEETNU<,fDER. 1 1 REVISIONS A rte, --------------------------------------- - _ _______---------------------------- GI 8XB ACQ POST 1 _ lL4Z 2X12 ACQ RDER_ 18X8 ACQ POST BRACED E_________________________________________j BRACED EX. DECK 1 © © c 4'-6" i lop 1 , " 34'-1" 18'-6" 3" 0. B'DEEP BALCONY ABOVE O 4'X4 EDAR 4'X4' EDAR , I 1 4'X4' DAR BRK CfYP.) BRKT CrYP.) ' - ' BRKT P.) — 14'-0" , o 1 I o ti I (2),1.314X16 ML_- --- -- - ---- ---�- - ' (2)2X10 ACQ(1 ON EACH SIDE OF 1-JOI5T)(21'MIN.) ' -j m -!--- ;6;f - ----------------------'----- --------------------------'-----------..----- T---' ----- +Ii ; (SOLID BLOCKING BETWEEN JOISTS) ; j�+ REPLACE U U� REPLACE 1' ' REPLACE EX.WINDOWSI REPLA EX.WINDOWS CANTILEVER ; ; '' EX.WINDOW `"� rn EX.DOOR ; i FWG6068R FW 30685-FWG12068 4 ABOVE I TW20210 TW20210 TW3046 'J+ m H k 2'-6" CIOX30 STEEL HEADER(ALT.: (2)14"ML/1/2"STEEL) MIN.(2)2X1 1 .(2)2X MIN.(2)2X10 rz ti , HDR.{VIF) HDR. (VIF) CJ] p � 1y, .: 3-1/2 X 2-1/2 X 1/4 v "' ¢ \,\ '' 3-1/2 X 2-1/2 X 1/4 0 � `� ,�„ " ■ uc�) TUBE STEEL POST :■ ,g Z , m :.� TUBE STEEL POST a 4e s 7 i n '` U , 4� , �w �•,� �i vim, '� I , aux¢✓> _ \:`���:•. , Lu �I m EXIST. LL _ ■i 0 Al EXIST. BATH i ■ o a BATH ` REPLACE EXIST.w/ EXIST' + 45minFIRE-RATED M EX. DINING 'm BEDROOM ;l DOOR,SC HINGES, ,v . WOOD FLOOR , ■, B ` STEEL JAMB " ' 139 SQ.FT. I O 13 � 1 , ■LL 1 _ \ T ■ I< , 1■i V1 4 o w X LINEN 1 ` N ■ H n1 ■, w OLL N `� ---- -, (2)1-3/4X16 ML ■ V z to ' FLUSH BEAM _ _ _ _ _ _ - ' _ — — — SOLID BLOCKING BETWEEN JOISTS ABOVE— — — — — 1 EX. HALL ■;Q EL ' 2 I — — — — — — — -� w 9 1 z I,m W w EX. GARAGE ---- "" o - L — — —SO=816C' INCn7W7N Jams XMV CATHEDRAL CLG. m a J pi I LL w' ' Z ' 124 EX. KITCHEN STAIR ICL / -__ - �Qj O ALTERED To Cu_DE ■ V / ;' M f-+ O -----------�,--------- OO WOOD FLOOR Z fI / , ■r - ,pwO z w i 0--Q ------- -----------136 FT - - - I Q / ( ,\\\\ \, ; `'' m_'Slao Z /INSTALL S/B'TYPEX ; ---- ---------------- ----- -- ' Z 1,\ ' owc '- �, _� EX. BEDROOM 1 FIRE-RATED SHEETROCK ' ° `'`-- \ _;\ —' EX. BEDROOM ■' W ' ON WALLS AND CEILING ' I -- \- I ' PER CODE � � ■ � . LIVING RObM -''lJ - 7.1EtXl WOOD FLOOR 1 ■'_ , r EXTERIOR j 517 SQ. ■ j I 4'-81/2' ' 2'-6" 'i WALL ABOVE (�� �r•y 6X3X1/4 ' REPLACE EX.DOOR 1 ■ 1 - ' TUBE STEEL POST ' ■' I ' 1 .HDR. MIN.(2)2X10 HDR.(VIF) , MIN.(2)2X10 HDR.(V1F) -3-G'_STAIR-, + _ 1 1 _ . _ � . � . . I . � _ ! T(3)1-3/4X16!MLw1(2)1-STEEL PLATES FLUSH BEAM I �- CW235 LR , ■ (a1(.:(4)16"ML w/(3)5/8"STEEL) TW3046-2 TW3046 EX.SOFFIT I 14'X4'CEDAR 4'X4'CEDAR I I 6X3X1/4 ° L_-. - EPLACE EX.WINDOW REPLACE EX.WINDOW TO REMAIN I I BRKT. (TYP.) BRKT.(CYP.) I I 0 STEEL P&F N�g L=1td=T===T===F===F==T==1===:q=_-q===4:tf1 ENTRY o■� 0 1ST. FLOOR: AREA: 2ND. FLOOR: AREA: - -2XY� _ 1 xIN - - --- - - --- - PER OLA j@ 60C , ----1---------------------I---------- I W CEDAR SLATS u , )2X8 HDR ---------v�1F- � 0 EXISTING CONDITIONED SPACE: 1388.3 SQ_FT. ADDITION: 1358.1 SQ.FT. F===F===F===F===1===1===3===4===j= =1:3 3'0" ' ' w (2)9-1/ ML , ���b� b EXISTING GARAGE: 334.7 SQ.FT. BALCONY: 112.0 SQ.FT. Q Z 12'-0" NI� `'s H2)4-3/4X-94/2--Mt4-4EADER ) l 'tiN EXISTING DECK: 357.7 SQ.FT. W Y (CENTER OVER OH DOOR) ' LL °�° — U a"' PROPOSED ADDITION 134.4 SQ.FT. N = TW3046-3 N�R PROPOSED PORCH: 82.0 SQ.FT. 1 u v ~ I¢ COVERED PORCH c-dia.F ' Lo ;n 6X6 ACQ ,�. co POSTf�YP (2)2X12 DF#2 NSCy �'/��,� 1 ' -------------------------------------- ------------------- ----------------------------------------- ------------------------------------- 5'-5" ---------------------5 —5 3'—1 1/2 9 —01/211 2'-4" 9 —11 2 —4' � !�- .• DRAWN: MH NIS SCALE: 1/4"=1'-0„ JOB#E: 8'-61/2" 23'-71/2" � October OR,2015 SHEET NUMBER: 1ST. FLOOR PLAN A o I, lflD� � A-6 SCALE: 1/4 = 1 � �k � LADb-79 REVI5IONS GtjN4ER"` AL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: I).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 SEE PLANS) 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-Sd COMMON EACH BUILDING HEIGHT ( ) TOP PLATE IU WALL:4-Sd COMMON RAFTER TOC-NAIL 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT_OF CONSTRUCTION (SEE PLANS) Ij 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 PLATJOIS8'WALL:3-8d COMMON EACH TOE-NAIL J for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST j g y p g g p p PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND .� .,,.. State building codes.The Genera!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 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL 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-SEC LAP NAIL 4,- sound and a weatherproof completed product. shalt be connected with uplift connections in accordance with table 33c- CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GFNFRAL NOTESr, R ®� OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3)_WALL-TO-WALL ASSEMBLY: DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in tine with studs below,the TO RAFTER WFCM-SBC END NAiL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER 2-Ed COMMON END NAIL DESIGN LOAD CALCULATIONS ROOF {GROUND SNOW LOAD} 20 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 2-16d COMMON END ROOMS(OTHER THAN SLEEPING NAIL ( ) 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 0 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 GAIJRDRAiLS 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 Q O SPACING NOTES (ANY DIRECTION) 200 FOR CAT.C) 200 ti m 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 spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL („) ,_n specific use expressed or implied in the use of these plans. sp g p p g, 2-16d COMMON TOP SEOE.1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION N m P PLATE FOOT E NT m author bolts are to be spaced between 6-12 inches from the end of a sill plate and all (ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. corners_ TOP PLATES AT JOINTS FACE � 4-16d COMMONcc INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE N w 6)_The Genera!Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 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 COMMON .t STUD O.C. NAIL Sym_: O attached with Ed common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION 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 cooter Waits at 7"o.c.at panel HEADER TO 16d COMMON 16" SMOKE&CO2 DETECTORS) SEE FLOOR PLANS �' P4 -` 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 :1in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION zt U 8).Wind loud requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK Z 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO FOUNDATION NOTES: Type q appropriate CLIMATIC & GEOGRAPHIC DESIGN CRITERIA T ell exterior sfiearvualls shag meet the requirements of table 3.15a-b times the ro riate PER FACE NAIL � FLOOR 10151-,BAND!0157, 2-16d COMMO 2 1).The Genera!Contractor and Mason to review plans,elevations,details and notes to length adjustment factors in table 3.16_ END JOIST OR BLOCKING FOOT SEE NOTE:1, GROUND WIND SEISMIC FROST WINTER 10ESH[ELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7}.INTERlORSHEARWALLCONNECTIONS: FLOOR FRAMING: H LOAD (MFH) CATEGORY DEPTH TEMP_ REQUIRED AZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 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 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS_ 124 B SEVERE 3 FT_ MODERATE SLIGHT TO 11 YES - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE I I I TO HEAVY MODERATE concrete or mason walls occurin in exterior or unheated interior areas. 4-8d COMMON �' g 8)_CONNECTlONSAR011ND EXTERIOR WALL OPENINGS: SILL, JOIST NAiL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: � Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4}.Any new concrete walls being attached to existing concrete structure shat! with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,IS"lou at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES g pP p 'n' 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE F--� 5).Unless otherwise noted,all slabs on grade to be 2500 s.i..Concrete to be 2-Ed COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3 P 9 .CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs ) BLOCKING TO: EACH TOE SEE NOTES:1 (BOTH FIELDS) to be minimum 3-1/2 inch thick.Ail fill to be compacted to 95°/o relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and - 3-16d COMMONINTERIOR ZONE 8d COMMON @ 6"O.0 Ed COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAiL 6"maximum lifts(layers). p � g W along the open ceiling part of the building.Connections to the ridge and wall shalt be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS Ed COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 w E� 6).Crawl spaces to be provided with a minimum 18"x24"access opening. Install one 3-16d COMMON attached with the above requirements_ TO BEAM JOIST NAIL .O� 8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES � f-+ DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3- Sc!ICOMMON PER TOE 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO SEAM JOiST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O 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 All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COM MO U the below grade portion of exterior walls prior to backfilling. g g TO 101ST 101ST 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, 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: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 2-16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILI.OR TOP PLATE FOOT SEE NOTE:1 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. E- 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 as prescriptive design of 2006 SBC High WindNAIL NAIL ,7,, 3).Posts supporting girders shall be anchored a 12"xx1thick concrete footing_ JOINT DESCRIPTION QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Q c Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers an and nuts.Footings Shall be 3 ft. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c U 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE Q $HEAT}-LING LOCATION NOTES 3)_Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOiNT DESCRIPTION Qom, SPACING SEE NOTES:1,3(BOTH FIELDS) Qr where needed. 4'EDGE ZONE Ed COMMON @ 6"O.0 Hd COMMON @ 12"O.C. NOTE-2 FOR PANEL FiELD GYPSUM 7" O.C_EDGE 4}.Unless otherwise noted,alt bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS INTERIOR ZONE 8d COMMON Bearing wall headers to have(2)jack studs and(2)full length studs on each side of alt WALLBOARD 10"O.0.FIELD @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 b).Concrete piers shat!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 20 wall NOTES 7).AIi joists to be supported with hangers and anchors.Each Joist shatl also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5 .All flush beams/headers to be installed with heavy duty alvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall vy y g g PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON 3"O.C.EDGE 6}.Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1}.Alf water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C_FIELD 21.Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with W h b i d dto inches o.c. shall b h i nail the spacings sae reduced G 42 with 0 b i f For or ramng members w . < <, e na Floors to have ceramic site installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGE G>0. � on plans. WALLBOARD 10"O.0.FIELD r-� } 2 .Verify septics stem with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvanized box nails shat[be permitted to be substituted for common nails. rr��--�+ 7).Provide 2-1-3l4"thick microlamz{height to match floor joists}around stairwell and/o ) Yy g ty P pp FLOOR SHEATHING: ING: a f� z other access openings unless otherwise noted(typical)_ !�LV S i C t H E 1 .PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 3)_If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL ) > Y provide adequate bracing and plates to protect and secure the structure_Verify with the JOINT DESCRIPTION 2 . USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. LL1 8}.Dormers running up roof rafters are to be supported by double rafters on either side P q g P p ty QTY. SPACING ) U state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL i-Co2 DETECTOR 1N ADDITION TO SMOKE ALARMS PER FLOOR. where applicable unless otherwise noted. STRUCTURAL PANELS Ed COM MO 6"O.C.EDGE 1"OR LESS 12"O.C.FIELD Section R602.8-FIREBLOCKING REQUIRED Q� (n 9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES �y �-- under all bearing walls. NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) j I- 1}.Mechanical subcontractor is responsible for adhearing to all applicable codes and safety and to form an effective fire barrier between stories,and between a top story and the roof space. > Q requirements. Fireblockin shall be provided in wood-frame construction in the following locations. 10).Provide insulation baffles at cave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF g P g (v lf) needed_ MENTIONED IN SCHEDULE NOTES ONLY00 2).H .VAC subcontractor is to fully coordinate all system data and requirements with the 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor V_ 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir equipment supplier. 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 yyy/// N CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shalt be allowed as fireblocking in walls constructed Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural 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, over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. pA. . 1).All electrical to be installed as per N.Y.S.Residential Construction Code. p�� ✓ IN 13}.All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spacese�? ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall he permitted under stairs shalt comply with Section R314.8,N.Y.S.Residential Code. DRAWN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished. ! r to be reduced tot-16d Wait per foot. � _�'' �; � � 3)_Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 * , N �P SCALE: 1/4"=V-0" -0', 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 3 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Construction Code. SOIL COMPACTION: flame and products of combustion approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM . ,�-` , JOB#: `'`" ✓` September 04,2015 torch down type material over. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL_CONTRACTOR � `' p 5}.For the fireblocking of chimneys and fireplaces,refer to Section RIfl01.16.N.Y.S.Residential Code. !f TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. { �°� ®Q" ;a,� Sl IEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. p � 2).COMPACTION OF NEW FiLL SHALL BE AT LEAST 95%PROCTOR NOTE: flf DENSITY{PER ASTM D 698 AND ASTM D 1557}. COMPACT THE SOIL AT 12"LIFTS(NPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIL=Y TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. SITE DATA: SCTM # 1000-000-00-00 REVISTONS DESCRIPTION: SQ. FT.AREA: LOT COVERAGE: EXCAVATE: FILU CODES OF PLUMBER CER TIFICA TION PROPERTY: 36,979.3 sq.ft. t I ON LEAD CONTENTBEFORE NEW Y0L- I\' S`TAT'c':' & TOWN CODES 4:10b PROPERTY WETLANDS: 3906-0 sq-ft- Cr DATto B�.P.4 0 AS REQUIRED AN CER TIFICA TE OF OCCUPA NC Y BUILDABLE PROPERTY: 330733 sq-R. .1.Ii11, SOLDER USED IN WATER ESTIMATED AREA OF 8,000 sq.n. FEE�-�Q�6 R,Y: GROUND DISTURBANCE: SUPPL Y SYSTEM CANNOT NOTIFY BU;LDlN,":, .'_7PART%`_r__NT ATSR�ARD EXZED 24 0 OF 105ol LEAD. 765-1802 8 AM 10 4 PM FOR THE EXISTING HOUSE: 1748A sq.ft. 5.3% FCLLOWING It I SPECT IONS: 1. FCUNDATION - TWO REQUIRED PROPOSED ADDITIONS: 206.8 sq.ft. 0,15% 150 cu.yd. 100 cu.yd. FOR POURED CONCRETE EXISTING DECK: 357.7 sq.ft. 1,1% ' & PLUMBING 2. ROUGH - FRAl",11ING PLUMBING 3. INSULATIONALL PLUMBING WASTE PROPOSE[)PORCH: 82-0 sq.fl- 02% 2m.yd. I cu-yd. 4. FINAL - CONSTRUCTION MUST OCCUPANCY OR &WATER LILIES N'7_:__DPROPOSED BALCONY: 96.3 sq.ft, 0.3% 2 yd. I cu.yd. TESTING IDEFOR-E COVER BE COMPLETE FOR C.O. U S-E IS UNLAWFUL ING EXISTING POOL: EDO sq.ft. 2.49/b ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OFTHECODESOFNEW WITHOUT CERTIFICATE RETAIN STORM VvrATER RUNOFF DRIVEWAY: 1734 sq.ft. YORK STATE. NOT RESPONSIBLE FOR PURSUANT TO CHAPTER 236 DESIGN OR CO`,+STRUCTION ERRORS. OF OCCUPANCY OF THE TOM CODE. PROPOSED DRYWRLS- 75 cu-yd. 25 cu.yd. .................... U TOTAL: 3291.2 sq.ft. % 229 cu.yd. 127 cu.yd. TRUSS PLACARDING REQUIRED U to P MEETS & BOUNDS BY: PECONIC SURVEYORS THE ANCHORAGE DATED: AUGUST 2, 2015 TOWN OF SOUTHOLD N 0 F S4,1.47 SCOTT RESIDENCE 100CK �20"E FROM FLOOD ZONE FENC PROPANE TANKS 14 Z ti FEN 6 is 20 FLOOD ZONE8ArDW 22 > ZONE AE LINE 17, ;1� U 24 F_ N I.— F_ EL.S' 2r 2.1! M. 311 W10 243.7 4Q _Tip _nm�mk, LANDWARD EDGE OF TIDAL WETLANDS AS DETERMINED BY SUFFOLK ENVIROMENTAL CONSULTING, INC. ON JULY 9,2015 POOL 30 2 r .mac.... WETLANDS RA y 6 FX15TNC,I STY HOUSE SOIL 4 MHWM lk STONIP�l PROPOSED 7 STY, COVERED 14� ADDITION PORCH OCATIO WAN 4 _Ej ADDITION 29 a FLAC,Pot.r. Co C ZONE X sit U AA xk-1 36103C0143H iTON 2f STEP 0 2N AD ITiON >00 ASPHALT DRIVEWAY Q�` \ \ I F — p LLJ ♦ % FENCE > 4C, ROOF AREA: Z "15.55k, 12 �16 \ ZIE7 TIE LINE 040'0" 0 ALONG MH M 4 22 1875 SQ. FT. MHWM, N 0 F @100% RUNNOFF, 2"/HR.: 314 CU. FT. U) F_ BASCOMB RESIDENCE r-4 W r SEQUENCE OF PROJECT: ZONEAE FLOODZONE r-.q ': < I SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NTTDFD.INSTALL BERMS,I LAYRAITS,SILT FENCING AS REQUIRED RUNOFF EL. 8' LINE PROVIDE: 0 U.) 1 (2) S'dia. X 4deep DRYWELLS PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL TI IE LOCATIONS T_ OF UNDERGROUND WIRES CABLES AND PIPES HAVE BEEN i OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE IN AREA IS CLEAR-Cl FAR I I ft"SPI C AT LEAST 20-2S FITT(IF APPI ICAPI r)FROM FILE PROJrC.T Pt-Rimrt ER_DO NOT CLEAR OR FXCAVATr (169 CU FT. EA.) LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION;DISTURB VEGETATION ONLY AS NEEDED.THEN RESEED OR REPLANT AS SOON AS L PRACT CALIMIT EQU(PMENT TRAFFIC IN AND OUT OF I HFJOR SITE-DC)NOT DRIVE OVER UNCLEARED AREAS-PROTECT U�ICLEARF.D IC' AREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT TOTAL CAPACITY: 338 CU. FT. SYSTEM-IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD RE SITE P LmAN_ INSTALLED WI IFIZE VEHICLES ENTER THF.JOB SITE. POLLUTION CONTROL CONSTRUCTION DUMPSTER AND PORTAL AV TO PC ON 511 E AND MAINTAINIT)DURINC,I rN6TH OF PROJECT. SCALE: 1" 30'-01 DRIVEWAY AREA: 3 $011.CONTROL,EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN_RETAIN AS MUCH TOP SOIL AS POSSIBLE TO1600 SQ. FT. PRFSERVE TI IF FINVIROMENTAL QUALITY OF THE PROJECT SITE.EXCESS FILL TO BE SHIPPED OFF SITE,CONTRACTOR AND FXCAVATOR A. I � SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE SC yDRAWN: ME/MS DONE BY HAND.WHEN TI IF TOP SOIL IS PRESEkVIT),TLIJ_TI IE SOIL FIRST,AND THEN IzEmovuro A SAFE LOCA"I ION WITH A FRONT END LOADER.PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. @100% RUNNOFF, 2"/H R.: EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRfOR TO EXCAVATION.OVER Dir At SCALE: 1/4"=l'-0" FOUNDATION HOI I'S TO GIVE PLENTY OF ROOM FOR A WFLI.-DRAINING BACK Fit L AND TO PROVIDF ROOM FOP,At I WORK. 268 CU. FT. A)�IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 4FEET_ JOB 4: P)- F-Ft IF r(CAVAllONIS DEEPER THAN 7 FEET,TI SIDES MUST RE SLOPED OUTWARDS AT A 4S DEGREE ANGLE ABOVE 4 FELT OR INSTALL SHORING. September 04,2015 HILLSIDE EXCAVATION EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE.USSUALLY BACKTOASlOPFOF 2.1 fVFRFY SOIL CONDIFIONS). SHEET NUMBE,11: A)_AN UNSHOREDVEP.TICLE CUT SHOULD NOT EXCEEDS FEET014 ASLCPEDSITE, PROVIDE: 4 ITOR1,11VATI"RUI,1011 CONTROL:INSTALL DRY,'lTlLl(AND SEPTIC IF NEEDED)DURING CONSTRUCTION.CUTTERS AND DOWN SPOUTS A 1. (2) S'dia- X 4deep DRYWELLS TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF.ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. UNDFRGROUND HOOKUPS(ELECTRIC,WATER,GAS,ETC.)TORE INSTAITrD. (169 CU FT. EA.) 5 PROJECT COMPIFlION-FINAL GRADE TOCONTROL RUNorF DIRrCTTON TO S FAY WILT LIN SITE.PITCH GRADE ALONG PLRIMCFER TOTAL CAPACITY: 338 CU. FT. (WHEM POSSIBLE)OF LAND OLSTJRBANCE RYJAY FROM NEIGHBORING PROPERTIES AND ROADWAYS-INSTALL CATCH EMINSWffit DRYWELLS AS REQUIRED TO COUPROL RUNOFF THAT CANNOT STAY WITHIN DISI CREED AREA. REVISIONS - - . _ E _ --- ---- _ - ---- --- - ---- ---- - ----- - -- ---- --- - - - -- - - - -- - � ' ; ! � ' � i _----- ------ ---_-- ----_— �,J as -- TL _l (�i LL t# II ' ; 1 }} I- I � '`i ' i i— : i f s --- �_ L I I � _ T I E i f { �Tl'l ' ~ i ? ! Lf— Tit I yi i j 4 , 1 t ; i _ f 1 t i 1 I1T I ! __ H i ' I i 1 . , LA t E - _ i i i E , r _ j�� -f' � ! I rI--'--r-" t - CD -"------ ----- .r.�._`.-.t�.. �.-•-. {-_..T-j--- -`-? i-"j---� E ------ __----"-----'-`------,.:a_ __ �r" !_ _ TJ i� l� �y1 --f` -_'*.`---- `�-- ----- ! 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TY -T�-J_..... �_ -_1_'--_�-J�.• _,.1.__.�._� I i wz Q Q ` TL I SCALE: 1/4" = 1' w H -, , - - - - — .�_-.—= Jam'" !`�✓ _i-'�� -- ��� � \ ��`'�_.� —�— f _-1 �_t.i-- � t I i , , i , I l I t i ,I N , El _ -�- r r - - - -- -- I- - -{.�_ 1._�_�T__!._ -' 7 -'- r = r r T1 00 i 1 i I i T i 4 !.. �..-tu.�_;..._-- ---I —� - -�--r':- __{. --�--, - ---- — -� -- -- - --- ---- - - •—!-*-I --1�' W U ����r i f ' I i - iI ! i ; J� C_ !_i —�! i� L i I { �r ( 1 i t ! ZD : `r' --'�-i-;-1 --'-� - - - `�' — I I i l i ( ' { I i U) -�--4- ,-t----_._,i1,: t_-!_- ---r--(. ;-r- i` -1 W �-- '� Ell ! i 1 + .�� r T i -I' -1T'_.r_'��--_��-�L -�1. _ �_-i_t_-�_..._�__.i. J.. .�.�.: .��.-i'�-'_t- I 11 _Lri ' •p'� ;it--r•!-j'-,-1-*-_L, .4-�__ c EXISTIIN'G RK""10IN-F ELEVATIOM SCALE: 1/4" 1' , L I St_y��x ti�G DRAWN: MH/MS <tJ !/ ti° ' JOB#: September 04,2015 SI TEET NUMBER: �233q " REVISIONS --- -- } r i 1t— I Jy --�.� ---- - r - - 03 3 il — : , 1 r TJL _ -�- 1 : LU ',—, { - - - - --,—I_' — - C��t. -1__.� •,f I i �`_' A. IIT --}— 1 I I r ; ; ; j '' —' i s ° 3 ( ------------------------# — -------------------- ' — - - — i { � O 1�,,..3 ):.���• wf y�;v,�. , ' ....`.._ � Iii N RIGHT ELEVATION z w SCALE: 1/4" 1' H Ll7 T{ I T— _. C14 00 LL —�r 4- , IT � �r-- r– —r"_.� rT � R �``�' �a a•. 15;��,1'�l XI DRAWN: MH(M5 � .',•;.''''e` r SCALE: r'ra a! 703#: 6;E' September er 04,2015 EXISTIP-M'G S11EE'T'NUMBER: SCALE: 1/4„ = 1' _r. : ., REVISIONS , ...�._TI — - - — , ; ' I T- I w� i f F!a Lam._ IT -I TT_ - 00 - —F--f— - - - - -- - _--�--- --_ - _ 1 �-.— *-'j-,-.• - �� I• i{ ;! sl it i� 3 I: ;i + T- -- _._ : fi { _� E i ' ----- — --�-- _--------_tea_ --_----�_�,v_ - �.,m 'l'.�_ i —— ( : r, r U L_'ittQ. i i LT , i N � { (i�i.1 . , �. t �J.��L.�- L�_�! ' �—t� J_.—I. _�T i I „�"�•;.--- ri; .� I._. L ��_-Lr I r'--t---`-�--';—'-+'"�I T ;�.-�a,•/=.-,; :.\v-fir<'Y ,';yf�4 �):,°;,,., � .n«,n„_v�,.,�u.o,w..�,a,� . . 00Q H �;. ELEVATION SCALE: 1/4” - V � a ---- �.L }C 1' — I L_ _ 1 I I I J 1._. J. T r P- r r--� r T1-j T` i' T-r ,— - Q� U) ¢— i t li t i ! , I € I, ( w F- r-�-'---t'—� _-a__� �-T';—' 1 -L-L -- -I —,�—,— —`— Z, r_`_t'' j`—}—..—�1— -- —,�—T [7Q E ! T f ! s—i 4 tiff.f :\V, ,• ? Y, .i t. 1, r,. {• y, kr rR a: n 00 Y < `arra ; Cyd DRAWN: MH/MS SCAT,E: 1/4"=1'-0„ m �/ JOB �. September 04,26I 5 EXJSTIl\JG LEFT ELEVATION �� r ST IEFT'NUMBER: SCALE: 4 = 1 �Q ®Q�•� PI-4 REVISIONS A --------------------------------------0 L .Q ' r DIAGONAL B RACING AND + - --- -- ADD STRAPPING,POST CAPS, rm REVIEW STRUCTURAL CONDITIONS IN FIELD WITH ARCHITECT 8X8 ACQ POST(BOX IN w/IX VERSATEX) 16"dia.CONIC.PIER, RCED w/ /0 (2)#`-------' CONICLEREX30"X16" REINFORCED `-------• G'"o `'•,' � ® "®Q -------------- -------------------------- ,' , (4)#5 REBAR ea.way PYP) ' - L O ' I o + ' o ' , M N TW26210 FWG6068L TW26210 _ > W u r U w W y tn DUTCH WALL : REPLACE EXISTING OPENINGS DUTCH WALL O o 17"AFF 17"AFF x O EXISTING BATH B EXISTING BASEMENT � O UNFINISHED 6'-9"+/-CEILING - - - - - - - -f}- - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - -(}- - - - - - - - - - -Q- - - - - - - - - EXISTING GARAGE ---------- EXISTING - ---- -------- EXISTING BASEMENT EXISTING STAIR -------- C UNFINISHED 6'-9"+/-CEILING TO BE REPLACED ____ ___ EXISTING BASEMENT f� WIDER,TO CODE N FINISHED 8'-2"+/-CEILING �j Q (VIF) -------- ----- -- OD x cn cc F� f 2 2X8 DF#2 Ji _-_ i - - - - - - - - - - - o #5 REBAR @12"OC , u AND AT FTG.(TYP.) ° ; PROVIDE MIN.36"X24"ACCESS TO CRAWLSPACE PER CODE I a #5 REBAR @12"OC 2X6 ACQ SILL PLATE d c ' AND AT FTG.(Fl P_} 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.TOP OF FOUNDATION COPPER COATED TERMITE SHIELD --_----------4 -----,v --- TO MATCH EXISTING.VERIFY HEIGHTS IN FIELD AND ADJUST AS REQUIRED j SILL SEAL FOR FINISHED FLOOR TO MATCH_EXTERIOR OF FOUNDATIONS TO BE 6"Q '----FoU-hdatioti Vent------------ o _ DAMPPROOFED AS PER N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS Of >_#5 REBAR 8" d o - ; o d COATING. ANCHOR BOLT MIN. + ------- - --- -- --- --- .o (SEE ANCHOR BOLT DETAIL) s N _ c d N 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. Y ' N •v c - va •'� v � °a + FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON W O Q GRADE TO SLOPE � � v � -Fouhaafiiorti Vent-- ----- " --- ' UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). "a AWAY FROM BLDG. �-- POURED CONCRETEa ; 12"dia_CONC_PIER, 4).CRAWL SPACE SLAP TO BE 2"THICK CONCRETE(TYPICAL)_ W H FOUNDATION WALL D ' w!24"X24"X12" + > 1-- -ASPHALTUM DAMPROOFING CONC.FTG. ; > Q MEMBRANE TO GRADE , LEDGER BOARD TO BE FASTENDED 5).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATE •r-1 3'BELOW GRADE ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR Q� � e[� �'------ .---- TO BUILDING WITH TIMBERLOK® FIBERGLASS SILL GASKET. ^ + (4) - - - + �+ 6}.PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-D"O.C.AND W/1 1'-0"OF CORNERS, ------------------------ -,__--_,, (2 SCREWS @ 32"O.C.) INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A 2"THICK ° Q MINIMUM 7"IM13EDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO CONCRETE SLAB v p e Q' 9'-81/2" 10" BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. v ail i 0 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKIN 'QMa fid`. "• p� 8" 1 1'-74-1/2" AT 8'0"O.C.(MAX.)AND MIDSPAN. �, `, e' .r zM1\ 3" �� ti 4"COARSE SAND 1 " >, /°' s r "y `r DRAWN: MH/MS OR GRAVEL #5 REBAR 1; J C`J SCALE,: I/4"=1'-0" v r t¢ JOB#: COM PACTED3" 23'-71/2 tiPO CLEAN FILL j� September 04,2615 16" SHEL'I'NUMBER: FOS„ N ATIC�N DETAIL � A FOU TICS S. N PROJECT NORTH' ��� �. A-5 SCALE: 3/4" = 1 1-O°I SCALE: 1/4" = 1' E WALL LEGE\ •- ---------.WALLT EXISTII NEW I NOTE: DIMENSIONS OF EXIMNG WALLS ARE F 1 INT.:2X4-4.1/2',2X6=6-1/2",EXT.: •--------------------------------------- DIMENSIONS OF NEW WALJ_SARE FRON f=-= ---------------------- -------------- ' I EXT./INT.=2X4=3-1/2",2X6=5-T/2" 8X8ACQPOSTI _]g_ -----C412X12ACQGIRDER_ - =3 EX. DECK BRACED f_____________________________________ =18X8ACQPOST ------ , BRACED I 1 13'-11 , 53'-1" 1 I + 4 -6 1 >, I 4'X4EDAR , BRIO (fYP.) 4'X4' EDAR ; 8'DEEP BALCONY ABOVE p ; BRKT (TYP.) 4'X4' DAR 14,—O" 4,—O„ BRKT TYP.) (2),1-3/4X76 MI. -_-_- - --- -- -- ---------- --�-- -------- _--__)_�_____ ' (2)2X10ACQ(IONEACHSIDEOFI-JOIST)(21`MIN_} 1 - --------------- REP LACE �' I ' ' (SOLID BLOCKING BETWEEN JOISTS) ; I� REPLACE REPLACE EX.WINDOWS� REPLA EX.WINDOWS CANTILEVER I � , EX.DOOR ,�n FWG6068R FW 30685-FWGI2068-4 ABOVE , ' ! f ' , , EX.WINDOW 2`-6" .. TW20210 TW20210 TW3046 _ —C1DX30 STEEL HEADER(ALT.:(2)14"M.L!1/2"STEEL) MIN_(2}2X1 �1 .(2)2X MIN.(2)2X10 �u\ ♦ ¢ \\ \' 3-1/2 X 2-1/2 X 1/4 HDR. (VIF) TUBE STEEL POST F , m \�\ 3-1/2 X 2-1/2 X 1/4 I HDR.(VIF) \ J w O l TUBE STEEL POST 7 v a 1 0 z_ 0 m_j I I EXIST.. IIF w p EXIST_ BATH ♦ X o REPLACE EXIST.w/ mI¢ I BATH 45rnin FIRE-SC HINGES, , EX. DINING I m 1 "� � ♦\ DOOR,STE LI JAMB " ' ' WOOD FLOOR 139 SQ. FT. I P -� 0 , \ = 1 _ _ w NX m ♦ `V _ ,; i LINEN 1`v= Q z p ♦ _ ---- -� (2)T-3/4X16 ML 1 _ 2 ' F I F ti J FLUSH Bf.A w SOLID BLOCKING BETWEEIJ 10ISI S ABOVE F ! FAMILY ROOM ;. w Lu ' — Q-' X 1 z w EX. GARAGE '____ m _ L w 1 L � Q I —SOCRTBLO'i:'RINCPLZ1a77m JCSRTS xmv= _ CATHEDRAL CLG. � t' � — — — — — — — 9 z \ � F 1 \ M 1 EX. KITCHEN STAIR O O ._` Sc f ALTEREb WOOD FLOOR EX. LIVING ROOM Q 136 SQ.FT. __ Q \ ' - - WOOD FLOOR mI "M 'd V Q ALL S/8"TYPE-X � - ---- ---- - -------�--- - ----- - � i 0 4 + / FIRE-RATED SHEETROCK + �� 'Z 517 SQ.FT. I I n ON WAILS AND CEILING PER CODE _ w 1 / ' - 1 --NSW --- , + ' EXTERIOR 1 I I , tltl + 1 1 WALL ABOVE REPLACE EX_DOOR ' IHDR. -D ' 6X3X1/4 ; TUBE STEEL POST ----- ' 1 MIN.(2)2X10 HDR.(VIF) MIN. (2)2XIO HDR.(VIF) CW235 LR �(4j 17 4X16 MLw/(3)P STEEL PLATES FLUSH SEAM _ EX.SOFFIT I 14'X4'CEDAR 4'X4'CEDAR I I ' �....�....-..._. _ TO REMAIN BRKT. P_ 6X3X1/4 ' , ' TW3046-2 T1X13046 I I (TYP-) BRKT.{TYP_) I I � , STEEL P6? T EPLACE EX.WINDOW REPLACE 3 WINDOW N ==F===F==-T:--T===�==;�i===4=ti1=� ENTRY F1� I L Tr�11t--_- - , _ _ CEDleR SLATS ' -- N -__ -- �t 0 1ST. FLOOR: AREA: 2ND. FLOOR: AREA: u PERS OLAP PJB 60C � u -------------- ----- }2X8HDR------- -dYF--- --- -- - -- ------- - -o- I t-i---�---F--_F--=F=_=1=__�___�___ ---3= =1=' 3'-0" 1 � EXISTING CONDITIONED SPACE: 1388.3 SQ.FT. ADDITION: 1358.1 SQ.FT. (2)9-1/2 ML 12'—fl" }�AEXISTING GARAGE: 334.7 SQ. FT. BALCONY: 112.0 SQ. FT. 1 , Co � I(CENTER OVER OH DOOR) C, (2)1-3/4X9-1/2 ML HEAD 'l N EXISTING DECK: 357.7 SQ.FT. 1 , Qpn co XI / XS CJCJ na�� ' TW3046-3 PROPOSED ADDITION 134.4 SQ.FT. PROPOSED PORCH: 82,0 SQ. FT. EX.ROOF rl IcV IX3 CEDAR SLATS I¢ COVERED PORCH 12-dia.FG 1).MATCH EXISTING PLATE HEIGHT(8'-2") SEALED&FINISHED I , 5/4X4 MAHUGANY DECKING COLUMN 8).ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PRC ' )--- w/6X6 ACQWITH 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. pOn 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. {2}2Xi2 DF112 1\1 3)-EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. `�)• INSULATE ALL EXTERIOR AND INTERIOR WALLS_SEE ENERG'COMPLIANCE REPORT. 4)_DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER 10)_ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHE 4X4 CEDAR �} 2X6 CEDAR NISHED1 __----------------- ALL BATHS.PROVIDE BLOCKING AT 8'-O"O.C.AND MIDSPAN. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESI5TAN' „_ - SEALED&FINISHED Z SEALED&FINISHED O /E - ____ 5).VERIFY EXISTING(AND NEW)HEADERS(3-2X1D DF#2 MIN.)UNLESS AREAS. USE DUROCK CEMENT BOARD AT SH 2XSCEDARGIRDER ---------------------------------- sH OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 21ACK STUDS 5/8"DIA. 5'RAD SEALED&FINISHED 2'-4, ON EACH SIDE OF OPENING_PROVIDE 3 JACK STUDS ON EACH SIDE FOR 11).ALL FLOOR TILE AREAS TO HAVE MU S GALV. THRU BOLT : 5'-5 3'-1112 9'-Q1/2 9'-11" 2'—�}" MICROLAM HEADERS.STEEL BEAMS TO BE SUPPORTED W/TUBE STEEL 11' S� w/NUT&WASHER PLUG HOLES POST.POSTS TO BE SECURELY FASTENED IN PLACE WITH PLATES AND 12).ALL NEW PLUMBING WATER SUPPLY 1 ♦ O. .. % EX I �P) RYP) 8'-61/2" „ BOLTS TO STEEL BEAMS fi" fob 23'-71/2 �- 13).INSTALL 12XI2/14X14 NICHES AT AL4 /YJ S T;5.Q1.d 6).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS OTHERWISE NOTED.,TOWEL BARS R 165,T 1ST. PLAIM W (MAX.10'OC)AND INTERSECTING WALLS,LOAD-SEARING WALLS, INSfAL1 SHOWER BENCHES AS SH6 y N FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. S N P CEJ ECS" �� PER CODE. 14). INSTALL SMOKE AND CO DETECTORS §' UUIRp X O 1/,pi 4pi� ii 7}.ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE SCALE. = 1 E APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING `"1 HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. REVISIONS 14'-0" 2'-6" 7- y IR o BALCONY I - EXISTING 53'-1" EXISTING 8'-63/4 15'-03/4" 19'-111/2" 9'-6" o N CW345 CW345 FWG12068-4 `7 m U to (3)2X8 HDR. (3)2XB HDR. 1 (3)1-3/4X9-1/2 ML HDR. p SHELVES12' w m w --------------------------- ----- - 1 0 ---------- v , OIli t . 0Cc I \ I _ u m �O LOFT _ _ BEDROOM 1 `C N \. 1 151 SQ.FT. ' \ _ CATHEDRAL CEILING O) ( ar , a 222 SQ.Fr. I �, MASTER BEDROOM \ ----------, I J; �k _ CATHEDRAL CEILING o 1 1 ` 2•-2'+ t t ` �% _ t 272 SQ_FT. t t / o CO 1 h7 t CN1 I 1 -i -------------- a I r , r------ --- --------—1 jj t B ` 1 2%6" t 1 . z -0„14'-61/2 16'-1LL " `\ M J LL HALL .N I 1 ! ry v o ^+ 57 SQ.FT. r: a `- � X 3}2X8 HD 1i J 5'-4" 5'-4 I 2 6" C? )2X8 HDR .. « « i 3)2XB H ; —————————— 1 1 .. ' r ' 1 If _! 72 in LINEN G12'-0" -1 Z z o `---,, _ t 1 0 1 , O N ;� _ _ ! i - ___-__ I SH MASTER BATH = cn cca j _ --- NLL / - s 1 BEDROOM 94 SQ.FT. -- - W.LC_ 1186 SQ. FT. e t I — --_ ' 61 SQ. FT_ a H ' 00 L + E 4( f =_- _-- `::-1 2'-4" FREE STANDING TUIIR - '3 - 11 _00 't 2" �- " BATH I t / 56 SQ.FT. (2)2X8 HDR. (2 2X H R. H (2)2X HDR. SHELVES ----------- _ (2)2X HDR. +i@i- - (2}2X8 HDR. ' F.RF.:D ----------- CIR24 CW135 TOW:6'-9" —'_. W145 --- - CW145 — CIR24 BOW:T-4" t CW345 1 1 t I t 3'-81/z" 4'-91/2" 10 11 10'-6" 2'-111/2" 5'-3" 5'-3" 5'-6" 4'-21/2" U } Of1 - 13'-11" - /32'-101/2" 10'-6" 9'-81/2" 4'-6" © © z 71'-6" W U �--� F- IST. FLOOR: AREA: 2ND. FLOOR: AREA: - 1).PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED- 8).ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH W} OWNER.ATTIC STAIR TO BE MIN.30"WIDE,250#CAPACITY. �j > Q A 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O_C •r•-+ EXISTING CONDITIONED SPACE: 13883 SQ.FT. ADDITION: 1358.1 SQ_FT. ._ 9).INSULATE ALL EXTERIOR AND INTERIOR WALLS.SEE ENERGY Lo 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. COMPLIANCE REPORT. 03 EXISTING GARAGE: 334.7 SQ. FT. BALCONY: 112.0 SQ.FT. N EXISTING DECK: 357-7 SQ.IT. 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT PROPOSED ADDITION 134.4 SQ.FT. ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE MICROLAM HEADERS. AREAS. PROPOSED PORCH: 82.0 SQ.FT. 5).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 11).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 12)-ALL NEW PLUMBING WATER SUPPLY LINES TO BE 3/4"PEX HOME RUNS. PER CODE. . DRAWN: MI-1/MS 13).INSTALL 12X12/14X14 NICHES AT ALL NEWMANX9h SCALE,: 1/4"=1'-0" W 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE OTHERWISE NOTED-,TOWEL BARS,RIN65C� £ 7 k I`PERS,etc- It IN 2ND. FL00" PLAR APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING INSTALL SHOWER BENCHES AS SHOW �� ` �� etc- JOB#i: _ S N J T HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. /> �S September 04,2015 ii 14).INSTALL SMOKE AND CO DETECTORf IP,fD ,'' �. �e �y SHEET NUMBER: SALE: �/^11 = 1i 7).ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH `C E 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. A 7 Imm >s •, � v z233 RLVISIONS 12 12.(- ADJUST FOR SOFFITS AND ROOF PEAK TO MATCH (SEE ELEVATIONS) ' --- ---------------------------------- '------------------------------ ----- ----- -------------------- -- -------- ---- -- - - r } ----- 1 -_ ---- ------------'---- `-- --- -------------_1 } -- ---- - - - -;-i----_}__---------- ---` ---------------------__'_------- -- ----- � Ai RAISE CHIMNEY HEIGHT CH i i AS REQUIRED PER CODE i } ' + 4.5 - ` '" CRICKET (TYP.) ; rN ___________________________ -__----_-_----___-_-. .__-_- ' 1 ! , I } - tV ' m Is) m _ f (2)1-3/4X18 ML RIDGE (3)1-3/4X11-7/8 ML RIDGE p 1-3/4X11-7/8 ML RiDGE (ALT. (3)1-3/4X14 ML} EXISTING ROOF EXlSTING,RC)OF TO REMAIN ,: ,, ,. I ----- ---------------------- ---------- ------------ •-------- TO REMAIN (REPLACE ROOFING (REPLACE RG7�]F1NG)', UZt ;DOUBLE UP RAFTERS)) - ----- -- - --- -- ' --- ---------------- ------- --------- --- '- - - ---------- ----- ------ -------- r } I 1 i f i } i 3 i } ! ! = 1 i , f - -------- -------' cq~ V --- ------ t 1 t 1 12 ' I •�7 �J i ! Ci 4.5 co .C.I ---------- C X 12 " rs i% 2XIO RR i' @ 16"OC / 19,48 RR I6^OC w 12 ADJUST FOR SOFFITS AND ROOF PEAK TO MATCH } ----- -- -----...- ----- ---1--- C�i @�6• + I (SEE ELEVATIONS) ROOF AREA: o 1875 SQ. FT. &� fO-1J2 _ 12' W «(- 8 , V ------ - -------' --' Q @100% RUNNOFF, 27HR.: @ 16110C 314 CU. FT. i X t2 -- 3 N t } ' 1).INSTALL 2X6 DF#2 COLLAR TiES AT 48"O.C.OR AS SHOWN ON PLANS. 8)_DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING 12 MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT- PROVIDE: s 2).ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE (2) 8'dia. X 4'deep DRYWELLS GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER- WORK DAY_COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS (169 CU FT. EA.) `------ - ---- --'--------- -- COMPLETE. 3).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS TOTAL CAPACITY: 338 CU. FT. (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 9)_INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT PER CODE-_ LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. RR USE 6 NAILS PER SHINGLE,NAILS TO BE FLUSH WITH SHINGLES BUT NOT 4).APPLY 5/8"THiCK FIR CDX SHEATHING OVER ROOF FRAME. CUTTING INTO SHINGLE SURFACE. Q,� W — — Tj1 � Ila CJ RO 0 F ["'LA 5)-APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND 10).VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COP,-A-VENT 5-400 z DIRECTLY TO THE DECK ALONG EAVES. AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA ^ i i RIDGE VENT AT RiDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOF S. ITd•+ w SCALE: 1/4" = 1� 6) 4:12 OR LESS ROOF PITCH USE IICCET&WATER BARRRIEERiUNDE UNDERLAYMENT. CONCEALCONTON TO INSTALL SOFFIT VENT ALONG WALL SIDE WiTH TRIM TO T. F.L� _ U 7).ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS 11).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. S N �] WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER_ W HALF ROUND > 2X4 BLOCKING GUTTER > F Lr) 00 E&CB SOFFIT 1X8 FASCIA N 5-404 COP ENT STNT RIP , SOFFIT VENT STRIP 5/4XB,5/4X4 FREIZE BOARD EXTERIOR +� 'N DRAWN: MH/MS y �i1 �1,$ OPENING . � SCALR: 1/4"=1'-0" Septemhcr 04,2015 DRY WELLS TO BE 10'MIN. �; ��! :,,• -'�.1 e �' a AWAY FROM HOUSE Frig IA STIFF-7 NLJMI3ER: SOFFIT DETAIL ���t OVERHANG (TYPICAL) PAINTER TO PRIME AND PAINT AN.DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BEIWE17N THE DRAWINGS,THE SPECIFICATIONS,AND THE.FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK, CONTRACTOR SHALLVERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITI)OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VITRIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMF3I14G,AND HVAC PRIOR TO INSULATING AND SHF_ETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FRO"OtUNERS, REVISIONS BUILD UP'-- (3)1-3/4X11-7/8 CHIMNEY.- ML RIDGE AS REQ. I��kl SKYI IGHT - '�•`p-:`e-'=:C'< ----- 2X6 DF#2 C1 a16" C -- - �E OL VERIFY CEILI ) t{ 2�R @ SKYLIGHT CHASE I �X�DpF# FIELD(TYP,) ------------------- ---------- --T----------- CEILING IN BATH O I LOFT 0 2X12 DF#2 RIDGE cxJ � 0 .-a H •� U r L'� N 2X8 DF#2 ;, a 7 N RR 1b"OC 3/4"SUBFLOOR — - kj 16"TJ1560 WOOD-1 FJ @12"OC v ori 5; "t „I{I - - - - - J - --------- RRs O STEEL �o 1-14LL-- - - --- ----------------- -- --- (2}i-3/4X16 MlUMPFRAMEy� 2X6 c'16"OC Fri R 2X8 DF#2 Cl @16-OC ---(4)1-3/4Xw/{3) 16 ML L 3 I� 1" r� (2)2X12 ^; ---;vi I_ EX.C1(V1F) DF#2 C u N� 'h{ _ I I f I - y 6 n 12"dia. FG �- ? , EXISTING _ nn x I " �' ' _-.rr_..y4 4'X4'CEDAR COLUMN DINING DININGsy� YBRACKET 'I o ' ' PORCH I !ENTRY' I NEW STAIR 1 1 C t I' dI -03 6X6 ACQ 1 1 POST )I I I , 1 I " z 1 I l (I 3/4"SUB01-DOR `-'f Q — - - — 5/4 DECKING 7 - "fl LEJX--I�STING FLOOR SYS'T`EM EXISTING DECK 2X8 DJ AC a O W 4� : 2X6 ACQ PLATE INSTALL BRACING,GAPPING. clRnr.R 12"dia. TERMITE SHIELD , AND REVIEW EXISTING DECK -: , PC WALL o.. SILL GASKET � _ CD CONC. ^rp, :4 r •� I STRUCTURE IN FIELDw/ PIER ..�" DAMPPROOF ", i = =';=- =`I ARCHITECT PRIOR TO CONSTRUCTION �-•1j REPLACE I �, r = I EXISTING EX.STAIR y� )End BASEMENT — - - — 24"X24"X12" 16"X8"CONC.FTG. 1 - Q c CONC.FTG- (2)#S REBAR � , a G - 0A J' 1.s,D'4 .'..A ^ Cc' C C^o'tA '\D G o ;1 c C n., iu sAs�'.- �n D C.R'„'C. /h 'A • L �1.,t m„`){;_�-�tt 1 _--_-_ V'��r ., c 'A EXISTING EXISTING DUTCH ALL A . n C v z W .4P.A EXISTING 4' NIX ri 1. � n - I -_ f �f ' I \ � i a1u 5rNNl ESs srca i I 1 i � 1 II I tl I +I It \1 f wo",s<aews w1 1 , I I 1 y wAvlF s R,r o.c I ', I, I I 11 11 II 0 w lr � I - I � I r i/a 11/a I V4 fill I 1 ! '' I � I ! 1 � � l I 1 � ,� l 3H•AnA n.rnooH � Z GR APAR.ATLU SFiEA7I/lhlf, l I __ 11 II I ! - (AITERR..IINUVF:1116'0 SB) I I I I 11 I I , ! / LLI ur ARFAATEDSWATl1ING 1 I I I GRADE MYVAIM tl _ II p ti/a tIH l J I{ co.(.AU KWIVIVE.7/16*D.S.B.) I 1 i f 1 • URGAIVAN1?FD M D uRr w/ i (` WASHERS d it U.c ��,CCC,,, / , r // , r / rI /l1II I /ll!{J CC) 1 1—I I I tl r WININWA SRL "I' I1/! I12 1 I/4 I2 l lla W TYPICAL WINDOW OPENING I I a_+ �--°- 1- I CV ,I I I I i I II (LESS THAN 4'-0X8'-0"OPENING) f -- i S ;�--- I n j I I n ( I :Iv srnrNlFss sTr vNK \Av W e W e F.A.1 t GRGAL ED Dw ILIP IAAmD SCRlM w/ R 1 H Ri lER 1 ` wnsrd RS re]z"U.C. TYPICAL DOOR O'ENING c. z co p7 nx A"I TIPI F Pt VWOTX)A74FM�IFS o II c o. (LESS THAN 4'-0X8'-0"OPENING) 2-2X4 DFrz STIW Cc>NN CTM TDGE7HER WRH STAINIS5.5 STELL DR Ga1VI UtD BDIJS W/WASHERS AND NUTS E°I'-0"UC y�''.•\. � ..��� TYPICAL_MW.,.-a LEOPEN. INGS pp 51 OPE'1/4"PCA TOOT PITCH TO DRAIN ro ARRovFn �` ? JLy (MORE THAN 4'-0XS'-0"OPENING) 1• I. SEPTK MIT. 9f DRAWN: MH/MS PLUMBING SCHEMATIC 01 , SCALE: 1/4"=1t-0" WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 1, IV JOB#: AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) N-T-S- September 04,2015 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THTCKNT..SS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANEIS SHALL BE PRECUTTO A t,. S11EET NUMBER: COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609,1.4,160,!).6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL �sr► �"� CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESICN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. '-qac° A�q ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPEN94G IT IS TO COVER. `ty�O (�J J� ® I HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. �ara,P NE V ;� f REVISIONS T )LD UP CHIMNEY AS REQ. __o1p U (3)I-3/4X11-7/8 ML RIDGE 1-3/4XII-7/8 ML PIDGE (2)1-3/4XI 8 ML P IDGE 2X6, if if 1( 1; j If "1*1 if 2XIO DF#2 PP @16'OC if if 11 POST Ln 11 If if if C—(3)7-1/4 ML u 0 HALL MASTER BEDROOM _00 LL=LLJJ Ll I LOFT 4'-6" DOU LE UP 16'TJ1560 FJ @12'OC 2XIO EX-PPs. 11 3/4-1.5UBFLOOP 111 11 L- 1 _T mill JL---JL---- EX-CJ TO RCMAIF , I EX.0 TO REMAIN(\)Ir) 1-3/4XT6 SISTER REPAIR AS REQ. (4)1-3/4XI6 EXISTING LIVING ROOM JUTV P FRAME SISTER REPAIR AS PFQ� (3)1-3/4XI6 EX."CJ -;-f-n-m EX. CJ(VIV-) ML W/(2)1-STEEL ML 13EAM N41 REAM EXISTING GARAGE EXISTING DINING INSTALL 5/8"TYPE-X FIPE PATED __T'4 C14 SHEETROCK ON WALLS&CEILING > > HALL EXISTING BEDROOM 7�-7 Lj Ll L-1 iS�LS I s 6 42\I 1-hill i! -11 fflilffl Ad s sMsd MAWS S?Ill—4 MAI MKA? A? WSM EX. FLOOP,SYSTEM 7' r—Ir-1 % % A EX. BASEMENT EX. BASEMENT 7'� T'_L__T__ _T- C WINE CELLAP 7 - ME HANICALS 7 EXIST. T. EXIST.7Z EX. BASEMENT EXIS OFFICE 4 4 'A" A � A' A,� A-� w A'A A S E C'o T 10 N' B—B. w C) SCALE: 1/4" V w < co DRAWN: MH/MS CA. SCALE: 1/4"=I'-O" sc- IC2 IN JOB#: A\; September 04,2015 STIFET NTTJm1,1_BE1R:_ ph _110 A I - .o' ". — 10, A N REVISIONS ENERGY COMPLIANCE NOTES FOUNDATION: CRAWL SPACE: WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION,IF APPLICABLE,MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, I WiNDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. . . 1).INSULATE HEADER UNCONDITIONED BASEMENTS: 2).SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1),INSULATE THE FLOOR ABOVE THE BASEMENT.REFER TO PLANS FOR REQUIRED R-VALUE. 0 3).SEAL BETWEEN WINDOWIDOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2).INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR_ BEAD OF LOW-EXPANSION FOAM,OR FOAM BACKER ROD AND CAULK FIBERGLASS 3). INSULATE HEATING PiPES AND AIR DUCTS IN THE BASEMENT. ALONE IS NOT ADEQUATE. 4). SEAL DUCTS IN BASEMENT. 5).SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, £ A a, R E c k Soft t e '� 4w WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS,AND WEATHER STRIPPING ON THE 1).CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2). DO NOT USE HiGH-EXPANSION FOAM.IT MAY CAUSE BOWING OW OPENING FRAME amnq ,, we - AND VOID THE WARRANTY. FRAMING: �s" K 'a' CGH a ;: i; PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: - 1).CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING_ SEALING PENETRATIONS: 2)_APPLY ADHESIVE TO TOP OF BAND JOiST AND LAY SUBFLOOR OVER. v ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3)_CAULK SiLL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. Q BE SEALED. 4)_CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. Project N '4m RECESSED LiGHTS: SEALING BAND JOISTS AFTER FRAMING(ALTERNATE METHOD): 'nn'I m CrI` RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1).INSERT RIGiD FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS,ALONG �� Y } w CONTACT('IC'RATED),AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3_ EXTERIOR PERIMETER,AND FLUSH WITH SILL PLATE. ' _ 7010 ew o EnerTy SIS `ac fron � v � � Ln INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2).CAULK ALL FOUR SiDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. �� udk l ` E SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS.THE AIRTIGHTNESS Q � u a zTV !r STANDARD OF 2.0 CFM,(ASTM E 283).UMTS WITH A LABEL THAT REFERENCES THIS 1ST.FLOOR DECK: strt = � 5 'Y i ASTM STANDARD,MEC OR ECCCNYS MAY BE ACCEPTED_THIS REQUIREMENT CAN ALSO 1).FULL INSULATE JOIST CAVITIES. u Q BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2).INSULATION TO BE SUPPORTED WITH WIRE RODS_ m x SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: F ermit DeA__ IF VERTICAL PiPE RiSERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER FIRED HOT WATER TANKS,HEAT TRAPS(IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY• ferr ft.Number: MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES RECIRCULATING HOT WATER PiPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: C. jt t%.l 'pita; Clime lAgent. HEAT LOSS_GENERALLY,1/2"OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN i" 1)_PROVIDE HORIZONTAL BLOCKING AT 48"O.C.AND AS NEEDED FOR NAILERS. iN DIAMETER_CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2).FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. WEINER RM SS Ar ,^ c 3).PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM_ 21.25 V_moi "DFT . f_4[)_B'OX 1333 TUB/SHOWER UNITS ON EXTERIOR WALLS: 4).TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. 7,TnT ,,?t'Y Cute r:,Ise,w :L 1,5 PROVIDE ADEQUATE AiR BARRIER BEFORE INSTALLING THE UNIT_THIS INCLUDES M-734-412.5 INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: mk ard"itecL � o�te O SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. HEATING_VENTILATION AND AIR-CONDITIONING(HVAC) HEAT LOSS CALCULATIONS AND SYSTEM SIZING: EXTERIOR CANTILEVER FLOOR WITH INTERIOR AiR SEALING: 1).SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR_ W ..-... s,.,.;..:. es�'.�r 4,'.", .a.. .. ...«:. ,:.,., ..:... - .. .€,. a•r,., .r::^ "_ ., ,. ,;....,- "�: -' '•' ,-;,;x:4p,,,.�.•,?tF, ..moi,',,, ' HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1_ '" "°"", ,e .r ,,, F,_, •.;,•,„ J 2).SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. s,?,_, �, 3).SEAL SUBFLOOR JOISTS WITH ADHESIVE. Y ,, •, u�, a" citt .,eY...n t . . :.>r.,.. w .v. ,R. ,. .:.,.,..4 ti, w, b;,", . a_; K.:•' `:,..,�•,.. ....,.0 ..• ,,.,.k-,..�. vi.�+ HVAC SYSTEM EFFICIENCIES: lrr-nfl; r_ 4_1PA ne r-Tftan Coeur :+wrl�'*um UA: 243 V Lt+VAI : x.31 4).SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING.THE �--a THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN ►--I BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE_ T-A lhi Ply_-"ta�r ccvp Ther,Cxidd,�.x,ft�:t_- how d=vt taacm c h2urni2 Mr:ras&t-u&-a€rte ECCCNYS 503.2_NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL{ MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: 1)_IF LIVING SPACE ABOVE,SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE rr�� HVAC CONTROLS: CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5.TEMPERATURE CEILING WITH ADHESIVE_ Enyelo eAssemblies 2}.SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM -� CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER ------- C7 PIPE AND DUCTS. " L/1 (FOR HEATING)AND/OR 85 DEGREES(FOR COOLING).THERMOSTATS USED TO CONTROL 3 . SEAL ALL PENETRATIONS THROUGH BLOCKING. ,,� ,.., ' ,,. .. ,., ,:..,,,,,,., - ��".+;_; s,, ,t,, .. t ,v�,' - ''i,: fr .r.•','' F4',x �* , ,�, k'o '6 :, `^;.�";„',.,,,'.'.',, i x•s, 1 W HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE(OF AT ;, t. .. „ , t•. .� °„ ,`' 4).PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY ;, .. „ -.j ;s .., ,,;v.,. �..;•„ �, `' .rr,; .anr�- t... J.u„ a :`, `�1',t, as , ..,t•.' ';y ' + ' LEAST 5 DEGREES WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EiTHER ) ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. ° -,• �„ ,",4�, :.,.. ;�. •x, .. "1. ' . ., - . . ;,,_ : >r,. ,i ,,:� ',- �;;,,�x, 3 t .'�"�" : � W :...:,•a;.P'.s..rsiii.+.wdnw'. .r,..uL;ror..;.4w..a:,;, ,a..;.,, us.,,;.,d+rYss:.e..,.,.:.vt.,,e,.w «^5. „.x. :Mk,:wn;a ::...,.[m.,.u..s.,.:h!BS,ae4 r;,ut;:u.&,.,,.,,:'k.,:'.xx.a„w'.c.,^L, -r...�.,,,u,..d.,_M.,....m..a ,.:w,,:«,,.. . i.,.A.•.,. w,,.::,a.M>'...L.,m.i:Ya.,w:..;....n;.Ma..w,,,:..r i'«wal SUSPENDED OR REDUCED.SIMILARLY,HUMIDISTATS MUST HAVE THE CAPACITY TO PREVENT ENERGY CONSUMPTION(SUSPEND OPERATION)BETWEEN 30 AND 60%RELATIVE DROPPED SOFFIT ON INTERIOR WALL: Fftar-.: AV- l Uncendi'mim-end Space 134 21-0 0-0 O.C44 �-r HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD,DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING,CAULK AT Q TEMPERATURE. ur M ;Zz A `%loo ': �Ta �z�"r ,:s4m > r 1 ', 30.E '�. _ ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN TOP PLATES_ �` Q VENTILATION IS NOT REQUIRED.WHEN THE SYSTEM IS SHUT DOWN,AUTOMATIC OR1011:Wood F*reetmee V mr_ X39 13.0 0-0 0.022 17 GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED_ INTERIOR SOFFIT ON EXTERIOR WALL: 1).SEAL ALL PENETRATIONS THROUGH THE AiR BARRIER. ,fie m w 1_w Frmme ble me i Low-r= 7 0.320 27 2).HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE DUCTS AND PIPES: DUCT AND PiPE INSULATION 1S REQUIRED FOR ALL HVAC DUCTWORK AND PiPES 1N FRAMING INTERIOR SOFFITS OR UTILITY CHASES.3}.SEAL AiR BARRIER JOINTS iNSiDE THE SOFFIT OR CHASE. 21 UNCONDITIONED SPACES,AS INDICATED IN ECCCNYS 503.3.3_FLEX DUCT MUST HAVE R-VALUE LABELS ON THE OUTSIDE JACKET(ECCCNYS 102.5.3). ��`i 2:IE',� F �1e_1.S'v.�- 1.,221 2 . 0.0 @x•0217, 77 DUCTS AND PIPES IN UNCONDITIONED ATTICS,GARAGES,BASEMENTS AND CRAWLSPACES KNEE WALL SUPPORTING ROOF: 1).SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TOSW MUST BE INSULATED.WHENEVER POSSIBLE,MECHANICALS ARE TO BE LOCATED INSIDE �� �, ,� � � �(,,,� 1 PREVENT WIND WASHING. THE INSULATED ENVELOPE OF THE HOUSE. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE 2)•IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES_ D 2:Vmsm 45 0-320 1 BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION_ Q) W R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3).PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR ^ 2 DUCT SEALING: W I ATE_ " Q >_ � �#- �1_ DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK{ECCCNYS 503.3.4}.ALL n�2 C:mt%eral Ceiling 0.094 Q FULL LOFT: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE x SEALED.ALL CONNECTIONS AND SEAMS{EXCEPT LONGITUDINAL JOINTS THAT LOCK) INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS,NOT COMPRESSED,AND (, �� � - I dg�t ;�gn ��T �rit with the bit y � �� �� ather W b NOT ROUNDED OR SCALLOPED AT EDGES_ D �- � s�. rr>�it epl �td�an..The�Zst�x �1�dinham: °t ef+�sEq «�to itethe 2 �:. N� r�� ��:tq�� �„t I- MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC_ ��;� ��'t)�l°� �t�brr%t1 "' TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS.TAPES MEETING �1PUCit1 �tCe.rterl 3c1 1 •� � ,. � � UL 181B MAY BE USED FOR FLEX DUCTS_DUCT TAPE IS NOT ALLOWED FOR DUCT FILL THE CAVITY: r (1) (1) f_ SEALING. INSULATION SHOULD BE SNUG 1N CONTACT WITH ALL WALL STUDS,PLATES,SHEATHING {neon O =t w Q AND DRYWALL IN CEILING AND FLOORS,IT SHOULD BE IN CONTACT WITH THE DRYWALL •r-1 WRITTEN MATERIALS: OR SUBFLOOR,AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS_ Lz me-_TiM. 15lrl ztm m 00 WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT CUT AROUND OBSTACLES: N WITH ALL HVAC AND WATER HEATING EQUIPMENT(ECCCNYS 102.3).A LABEL REFERENCE INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES;CUT AROUND TO SUCH MATERIAL IS ALSO ACCEPTABLE. ELECTRICAL BOXES,LARGER PiPES AND OTHER OBSTACLES;AND SPLIT OVER CROSS REDUCED MOISTURE: BRIDGING 1N FLOORS.NEVER STUFF INSULATION TO GET IT TO FiT. EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS.G.C.TO CONFIRM THAT DOCUMENTATION OF R-VALUES: THE FAN ACTUALLY WORKS:USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT -• ' AS POSSIBLE.KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS,ESPECIALLY FACED OR UNFACED FIBERGLASS BATTS,AND RIGID FOAM INSULATION MUST BE IF THERE IS A GAS RANGE_ INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. Pro,;ect Taffe: R epnd = 1 ��, , t �'S1a1Ttz�; A se rafdr"g Std ^t" I 11'3"x >1T �C� k�s�` ��. ._T 3 - y 1 " «�� DRAWN: MH I MS ACCESS OPENINGS: VENTILATION: .' 'x' SCALE: I/4"=I'-0" ATTIC HATCHES,SCUTTLES,PULLDOWN STAIRS,etc.MUST BE INSULATED TO THE - 3." `. f'° MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND , SAME R-VALUE AS THE SURROUNDING AREA. , JOB#: THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL Mt?;:.'. ,j k VENTILATION RATES_ S ), ,`^ September 04,2015 CATHEDRAL CEILINGS: ,S KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM f' SIiEF-.T NUMBF,R: 1). PROVIDE 1"CHANNEL FOR AIR FLOW ABOVE INSULATION,UNDER ROOF SHEATHING. �' r INTERMITTENT CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE NT I A inm 2)•PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. -r� 1z33 a , A- 11 REVISIONS �•T 'c wait at 16l ALLOWABLE HOLES -TJI Joists JOIST DETAILS Plate nail-16d(3-7/2") box at 12'and Inter J on-renter box at IZ"on-center box at I6"ontenter* � - INTERMEDIATE BEARING von,centL�, rloor panel nail-8d LoaNO LOAD BEARING WALL ABOVEil-Sd(2-1-2') ///i 2-i/2")common at 6" abod bearing to shear wall on-tenter* - h on-centerabove(must stack over wallbelow) Web stiffeners , nm.l,.n-nam Jz0 N07 required each side Load fromBlockin anelsm be r cared withaboveort-1/4" i-1/4"Toss 11 Blocking at631`V gP Blocki panelO2x4 minimum shear walls above org Trus Joist Joist rim anal q below—detail BI 1-t/G(panic i l{ rim board* board z cash-IOd(3") i2„ nail-10d(3"J ``.4 blocks" brnc at 6" (IIp�I nwH�:rnr zi'r' en-tellteC '�-, !-l/1'h rant/! DI-0 NOT Remove tongue and groove Bi Rl ��„ 1/16., Table A-End Support rrrrhur:n unmr•pr.+ ✓^l from floor panel edges Bean ry nailing � Mi imum distance from edge of hole to inside face of nearest end sup a ly is(t-@ PPort _mf___f supported by 1"e-RimtF�to _Rd(2-[/2^) Well stiffeners 2x4 minimum y, stall proper ROUND HOLE SIZE SO)ARF.OR RECTANGULAR HOLE SIZE � � enavc quality nailing,. common at 4" P oP g required each squash tiF.nTH rir F77' .�::.�GrJ TJI rim to support all panel blocks 3' 4' 6I/t' a-I!? Ii• 13" r 3" 4• 6-,C blrl n" 13' *Conventional conJtrudinn code minimum for on-center* side at BIW and 'Dist /se with A3 onI See Trus Joist Framer's edges B2W Use 2x4 minimum squash 11 I�' r w '' r P-; z c• a•-r•' Ai A2 Afust have 7-314"minimum A3 A3.1 3.2 3.3 ocket Guide forA31-A33 installation 3.4 See Trusloist Framers Pocket Guide for BZ R2 B 3 B 3 CS blocks to transfer load v-la• zm tar s'-o" r :,•.v z r s v O �" p c 8j 8j O 6 around Tlt joist ?5n r'o• z•-n' z+c v c r T p ,•- joistbearing'atends spedrrcafions. additional inst.3//tions eci.rcations. 1 5• XI, I:, 5•m r-5• a•-s• rs• s.e Ito V s-a• U-Mlength of zm 'l• r, . . VE" s-• LIE_ rm .. so• sc Nail Tru,Joist rim n-718" zoo r n" r o• 3,F. . IF TJI joist B"diameter maximum hole Attach reinforcement 3811 r-- 5• r 1•- r m 1'R' 6'S• Pb- board to blacking 4'-0"length of 8"diameter maximum hale reinforcement and for 1/-7/8"-T6"deep sea •;r r r6• 'v 1•- 'rcr a with mnnertians to joist with one 8d 3/4" for 11-7/8"-16"d. filter block.Use blocking panels;6" rip rte ry •ar Td- =a• r ra ,• so• 1. Web stiffeners 8"diameter maximum hole �P equivalent to (2-U2")common nail at Nail through 2x_,wood backer no r- o• •• •• r r ry •reinforcement blocking anal,;6" 4'-0"length with diameter maximum for "• 's,- - �� • required each for 11-718"-20"de g P decking schedule each cumer and 1{• aSa ';r 1'e- ;'fi` fi` I'll .I, '1 1•:r r u• -• eP on one side at diameter maximum for 4-1/2"and ll-7/8' blacking panels 9-1/2"deep O side at[IW blockingpanels;6` TrusJoist Attach reinforcement TJI joist web with 2 rows 10d 3611 r:r ra• gar z•-e• s-e• Rvr rr ra r-v ,-•s x'r rn• e-•t P E2,both sides blocking anal, n 12"dee) TJI joists. or shorter than fl long. +eo diameter maximum for g P F rim hoard to Dirt with one,Sd Blocking panel between Blocking (3")common nails at 6" ''v ''°' ''"" fi`fi' ) at E3 or shorter than 12"ton not cut Flanges. 1 zro r n• r-• ra• r r s- z,rr r r :'r• a'r g- ach joist.Nail to top anet n- locking panels 9-t/Z"deep (2-!/2")common nal[al P center,clinched.Use zap rn" .,. . . . . •-o• .o ).,,• ,,,• � r r-.r n•-v Po not ort flanges. plate with connections r6• d•-^t or,barter than 12"long. each corner 16d(3•1/27 nails with 360 •-v ry vl• r m ••-v a•n" v lr r. r-;, r'r v,.• t m Trus Joist equivalent to decking I.Do not cut flanges. 3- "TJI joist s6o r-tr ry tar ry 3+v sfi• I:r:r ry err tar s•v w+v rt•-.r Ir:r rim board schedule. /. Lk] rr~ �TnJs loin l2"length of ..+ ge widths. 4• 6• e- ),r lr is- )r 4• 6• A• lir lr )s- n• tV` M th nm board ttach 3/4" l2'length n( h)r Unp o• r- zo- >-v ,u-o• rm r-p s•m ,r<tr n•m ,3 r, �"' k'-� try cr, � reinforcement to reinforcement 314" sea ro" ro• ra^ s•-o• n•m ,-v r-c Ir Is'6` (may try *-I n+s Joist rim itach reinforcement joist web with 3 on one side at � 3611 r-rr rver ••-v Tm ur.• r- r•.r •.r• rr-rr IJ•.,r ,-•-6- Q' � w reinforcement xv `" to joist with Bid(2-1/2) rows 10d(3") E5,both sides s6u r-r r-n• tar r-m r+r T.r Irm ra,• car {-,r +n• vs la'r," ,,-6• N board on nine side at Wood U o Z common nails at 6"on- common nails at 6' at E6 E7,both sides 41 w lsy �,s, able B-Intermediate or Cantilever Support U w Y•0"urs center.When � ori center,clinched. I I{ I j) at ES backer as s s :s'' T F •air +tom reinforcing both •Z'.ws Use 2 rrnvs with 9-t/2." t"' {�' •istr s ar-tt�gJe aa5 Mini um distance from ed a of hole to inside face of nearest intermediate or cantile er su rt bap �+ ace g �a gg Rai and 17-7/8" Less than Less than �N,1 �e cD° o\O ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE `' V X 7 horizontal sides,stagger nails. 5" S' c- .,scot `q� nn,Tu TIE 1.Y,x El El E2 E3 E4 TJI joists. ES E6 E7 ER O \eJ`$ l'ln os` r 3` <• 'us. a-In n• 13" r 3- " cut A In 1r tr n Not for use with 3-1/2"TI! 110 I'5• l'6" 3'-p" T-6 1'fi" 2'-6` IJ ry 21a Y:Y rw 3•-6• TG' ]'U' 3'U- 4',5' joist flange widths °�� zip r5" xa ra• tem rr xn- air -r 6- �1 140 3',r a'n' S 3'cr d S-r, MW r� Filler block Attach r6• with ten lOd(3")box WEB STIFFENER ATTACHMENT rip r - .• C nails,clinched.Use ten Gap. u.zr," 21n 16d(3-1/2')box nails from EXTERIOR DECK ATTACHMENT Option#t: 1-1/8"minimum 351) a' 'IY n, "•.r- s•er 3• n•ar eadr side with 3-I/2" Structural exterior Apply subf6'oor adhesive to all TJI Joist blocking with end 2-3/4"maximum sea r U• ' "'.' x'�r Ire- .• '.o• m n• r•�• Web stiffeners TJI joist flange widths. sheathing un nm tar rar ,r ret eont.acr des instalId at 1/3 jist 2m par s•o• vat vat ro• z•b lar v.n• nv r-v z•n• v Imv 1-- required if sides of Use fifteen nails with Backer block s n locations using Three 8d(24/2' box Waits, h+' zeo r-n• r v h•-m Uvr s•-e• nr_v nv r n z• m lu; ,U•n• hanger do not laterally TJI joist depths Install t ight to top Bearing plate: Flashing InI o8d(2-1/2") clinched Uro rv" Y'r z• r6• e iz•-.r ry rcr n,r Iz•v ta•v support at least 3/8' greater than 16'. flange(tight as` box na[Is or syn 'rr r r6• s•6• - )rr c• - v,• , v r' v•- g (8 Flush plate with inside s2 Three 76d(3-7/2")box nails of TJl Ovist top Treated Zx_ s5i 210 •u• r •rr r •x r-,• r- '.r; I li- P bottom flange with face of wall or beam aT" �`" 2-J/2"screws. _ flange face mount ledger \13� 8� ,"' feat ata-1/2'Tlljoizt flange widths 16- zap , VIr �Ir - _ . . hP ll#2= Sep r.r tar i tar •r -. angers).Attach l4.'eb stiffener each leu r m r.lr r.r z•-5 tar 11 ls•-p• tar r-m rs vw la•.5• ,d'Ir ur.m with ten lOd(3") l'j See fastener Trus Joist Opnun#2: ����� side..See Sizes table below.Maintain rim board 1-=( 4• 6• tr 1m lr e, lr a 6• r 1m )r Is• Ir To box nails.clinched 2x strapping installed below. r P 2"dicta rice(minimum)from IB• San rvm ry x-ir ra tr-a r. 4, • n•.tr 1-r.r.• 16'r rir 6• flange 1 when possible. to Ir joist span Tight fit sru r11• ra• z•.;r a:n- ,o u- Is 5- r o• ;r-m n•-6• m•-6• ls.cr edge of(edger to fastener. hanger locations using two zn• 3en rir I+v rc; rir r,n• nvr Ire' r-v rr r,r ),r; rr a• ,• zr n• O Face mount ""Backer block 2-1/2"irrews per joist W eb Stiffener Size V) eh Stiffener Sizr. 66o ro" rn" re, rn• s•6• Iry Ir u" r-p• -,+v xa; ,•r n' n'Ir rr r�• a.c' Allowable LoaA/Factored Rndrtance(lbs) �1[ion#3: R NJre 6--d nwaxamnn,4 Famner - ..�...R.-•� •nm,Rvra: w+e, .xn: hangerIlls" both sides 1-3r 4"tin boazd i•a-Rim"- 7-1/2"1/2"x 2-5/16"min -5/76'7/8"x 2-5/i b"mm of web with _ directly applied ceiling Hylas may rir bcaresl vmtl:dry anywhel a w,1n,n ase wet,.heave 1/9'.f wa,(min,mun)at cup aria boor�A,rir h„1,`. 3B”tag bw 4na/6>o N.A.JNA 1-3/4" 5/$"x 2-5/16"coin 2-1/2"1"x 2-5/I6"minimum Knockouts are toratrd W wsa.ar ate 12•on<e,rter;they do not aged hale single TJ l 1/2-tag he 475/760 315/NA en specified ov+the!a)rout,orte or more of apP.nxim N plapm,mr. joistA•cart me",rm,xd,n a<„a.wn,Ac ux athfree brarYn o tions Jh , slmrzst be 2-1/16”3/4"x2-5/l6"min 3-1/2" 2x4fuadh nmeetin Them r f th tors,coir d„d des,one a Hi H2 H3 !A "r.,am,,.wen,sea,.fa.t.,,,.,ra.,rarrJr."Wn.m•,ra PRT g P � O max�,en�r�nanplemaynr�•n>m�ddrrWelt:„n•rnrtorpnso:m„���:>"idrdnpnthr+notes«<.,inmelon. gil+M1rimum RJf:T/JL•d -D,aanres are based pn me max;mpm,md«m 1nAds:hewn;n mmr•nl ems Joist pmdpd guide..for nrnrr ivaa rwtdihons« hale mnfigumnom contact your Trtn Jrnsr relx'esenldhpe. h�i r� BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE- 1x die,nerrr pr the Ie,pest hole im;nimnm) �('� BEARING AT WAIL WINDOW HEADER CONNECTION WALLMzgenm 1/3.U-pth '4 z Joist Framing O nuowea note Trus Joist rim board Stm er code if a a O >o i a a cur rmHround hill.and only F--t P la a Is tiepin a o F-( o blocking for top plate is not Bbd,n); m me rmrrro/b�,m. lateral support continuous over Pana Sar:ty brermg 0x4 header m - pm)at 6'-/,oras and Min- AnrA.,ea for a nxg rs span ROUND HOLE CHART LT extendrd ip d I]rdcrd end BEAM ULIn MAXIMI phot I-G2f Silent Floor joist framing Na-arearninsstwith acre• does not require bridging vp ad r2 1/2)nails m;nlrnp.. , Fnr unifom,ly landed heams ohly. I (see WARNING). .i/."' t-314" f/1 or mid-spanbtocking RertanhA,larhplesarenntallnwed /-1/a^luso^ 1' '-i Top flange - Np holes rn unhlere,s, s,ti stmstanm,r.,.An,.,nea/tae<;.,,e O O hanger mount H2Nn heli,in header w beams in plank wie„ranm. 1'� r Face �.''' l� Parallam(9 PSL or hanger [AO NOTbcwefnalohr AlH limberStrandr9 h5•yrntdwaN.ie n.re O O ��aInn Isnot I^�1 LlL2 !3 L4 Wiest untrea 'oMa TJI JOIST ATTACHMENT at BEARING LSL Column See current Trus Joist ted wood from direct c literature for training with concrete A3 Tll Joist to Bearing Plate Squash Blocks to TJI Joist(Load 1� connectors I-kid rho board bearing wall above) ncme rod(3')box CONNECTION OF MULTIPLE PIECES OF r ram-+n"`rbe-tha' all,nn,r•ad,flange TOP-LOADED\)BEAMS(1) art lid naa ra n BEARING AT COLUMN CS tae.adze casts 1-3/4"Width Pieces: Tri dm)p)st ,t,n angle at Tru,Joist lead l-1/2'from Minimum of 3 rows 10d(3"x 0.128")nails at 12"o.e. O 1.3 rim board end i-3/4'm,mmum bearing Verify Paral[am PSL or Minimum of 4 rows tOd(3"x 0.128")Waits at ELEVATED COI UMN m,mm t m,,•mxe,aea atm suPPorl TimberStrand LSL 12"o.c.for 14"and deeper beams BEAM ON COLUMN COLUMN BASE BASEcolumn \ p p,Ps,urt capacity and beam If using 12d(3-1/4")or larger nails,the CAP at I Il LI s7.ear nnnrFvne/nuin�-ng /e torr to number of nailing rows may he reduced Optional bearing length. by one. nem-shrink 62 Rim to T11.1.10 See current Trus,Joist 3.1/2"Width Pieces: grout Tma Jot.rlm beard ex Iiterantre. O t-3/4'ydae Tri rim Minimum of 2 rows lT2"bolls 63 lo•none)oa(3.7 best ^^11 at 24"o.e.ztaggrred Wan torr,earn range 3 1R"whir Tss Irm rir fl- (3 ow tI.II 11.1 InidTx bEi with 7 0)fwd m m h erdtrd rv.vJy a.xw,more 2 t b"-2-5 h"wide (3"1 box naik,o each jo,st >//1 > n n V1 ne.m.,,con omrrWss.pie w,nean, rx lar-1 rir• Ell" .. side of T11 otic Wan e , m mrarx) am g P TJI r,m/oulOne l6d 1 among Use Bl or B2 at (3_In")box nail inlp cam Additional nal/ing or boning maybe required with as N4 Qe Z O O Pl P2 P3 H4 lvpbtt)blo clog ttertnediate lbearings fl-g. 3I/a calci L6 Vic'-loaded mottle//member beams.Refer to current �7 Tn r,m talo z product tfterature. i toad bearing or shear rip v;,M, fed of jr4rwL� �j Til-j- .1/.•ores+sue wall from abtrve trP`( 'l 3- dn¢Pprt � 11 fASTENING of FLOOR PANELS e,ared.d-It BEAM ATTACHMENT at BEARING - Closest On-Center Spacing per Row H�r�=pndr•r T-Joest rem board W0.RNINC, NO size TJI Ton Joist rim board Trmb.6ir-d LSL ill se He-rid 210 230.360 and S6 r 1.1/2' 1-i/r«wids 1Mcroilam LvL P;1—list W ! am Ilr f, cull 70d(37 box end,ode d � ed(2 1/2']hex 2 1/2' 2' b" 4' • manh,,at bearing• -j: ad CZAArl__ 31/2- 2" 6• 4" 3' 3" 3" I-1/2'mmvnum tom ad •�� LO < LO led f3"),12d(3-1/4"1 Lox 3" 2" 6- 4- INSTALLATION TIPS O Dore Worts at an Jar framingplan fd Ji ab7eJ rxF merY Prxfrr 1Zd(3-1/4•)cpmmo 412' 3" b' 4' 4' 4' 4" 00 A,hFlrxx adhesive will improve now prNu,m,»nre,Nn L4 angl«to mir,imin amide f m:nimrim end amiinrenneo}are bear/nq T_ lbd(3-1/2')common N A. 4• 16' 6'"' 6"i9 g° G" may not be q,I, d t A d'+ 1r)C bra 16,1 oe'.»vnrr:/cath maxim,»,era/l+rrWSNmr,d/3/d•m.lA-mrm".+edyr Wnvn ln,rtsere duuhleA atm 1-1 bearing r—il'l xterior Deck spliMng of plate len hr. CN p.,nrvm,,shire Irnm Wiwi ase xndth of Me wan CN `~ R,pcturat Rac:nnmmded nmling h 12"en—tri in rind and 6'n ,,,nter W—g tcrr plumhing w HVAC sheathing sheathing edge.Nailing requm ,rlb(mvngineiaed drawings,upi,,fix Addis—it Joist at plumbing drop flee detail) DO NOT ora Awn h+mbr reg,mn,mdantxls. Q far mr boatsa+'bk"hig Na,ling row,-i,,he nfc,:A rir hest 1/2'-it#aggaed. - 1-1 n h-may rA l TA, "m 1WARNING 4 gas staples ay be s—united fn,m m,72-in")n",rolls d m,mmurt,pen.trnt�.rn ~� ane cora/�on. o/i",oro the TJI)rnrt w r,m board n ad,iaved. Pmtrtt ALLOWABLE. HOLES S O HOLES Joists are unstable until braced laterally .. Fardhest On{rntrr Sparing err R_ tom direct nnax,ms,n,span„g or Woos.,: <o„tda web H3 Bracing Includes, For last Width,)-3/4”w len:IT on-amter epnnete "",,�,.•W.a .glwNng .Shea),ir+g �xr.,,J tier fan wsatM g•earer man 1-314".x a^on-mltrer DO NOT allow workers to walk on .,vat l.,es .cam Juan�'�r•�;'°'� Jp d6�7i,ti{ materfafs JoittJ `,rq ,b ;N' #ire ft.5 only DRAWN: MH MS FILLER and BACKER BLOCK S12E5 mrd)opt ddei„n l until braeld.. - c, over be r TA Flange widths 1-1/4” z t/16" 2 5/16" 3-1/2' pont /NJUR YMAYRFSUt T. 'k'"2 C A t P,umMn dr Bearing plate to �A ,,r \ SCALE: 1/4'=1'-0" 9tR"« t4"m 1B'« Nor IIS"a g be flush wrth intoefZ� WARNING NOT Deon s-vzt4" 4" s-1/2"« 1-7ra er Business PM': y F �Q)�#: 11-7/tr 11-7/8• 16" 11-7/a' 16' 2d' t6• 2m s,a•a,h N„cks and Nxk,ng pooch racy stacFad .1Yor wall a Lack of concern for proper bracing during construction can result ws eii) pdtrl7lar xnBltjons if the 1x111 Irl' vnhml bad,(details Bt..d82)Packing out the following gu7de8nes are observed,a�ctd i will +osst t. I� Eider Block` x Twn Twn Two y �fi September 04,2015 2x6 2x6 ?/!r' 3/R' 112' Irl" aseadxn wMd,Tll,ont(cath web ihfler,ers)iscwta (, (Detail H2) sfi,=ah,tn ihr til sheathin sheathin g 2x6 2x6 1x11 subs-tut,tar squash blodcsur bbkk,ng 1-4, IAA Wphx,g,ha„gm,nm brxnh an,lmmpna,nrheaeal,4q..n,,of the TA Wn1`tm.,nW IJe1 :{�1{afiryry�yK It:t(f yy. Cann'!",Fir, 2x6 2x10 1x61-3/8" 2x1()+3/a" 1x6+1/1` 2a1U 41/1" _ ik y,t l acts r .ar n.r sx W:1 rg., H �'rY.- .rueJ mJ wa Aa mut be%ULruhMa (Detag tung 4ail E4) 4'-0• 6-IJ' sheathing )hi,eh,ng hi-eh,rig shealhmg Not Not Ilrable a„.,m m,tMJ try °r r:.rk nl,.�tm J Mea, f.w d., 'e.t;,;.x c 5 ER' Ion ' "int, aPPlkuble aPP - amxa"a.ywpr."rar,snr r,�ianer,- RYIF�..Y:;•,: s g 6'-0'bop, 4'o'long h'-p lung i,sa„ay baring brier m px4(mmm,rms retro r>z r,aa,J t"a t"-ee md,.rall w.n�riu � z aria)o ,«rv`�It,mn Its„ tppt,,•,,; Backer Block• Nar,nR,dr.nnnR Ane•wysw,nmw-rnragr,q,x<m,vle mA.r ncl"ronm,,.v,n,lr,e.tr.l .�"n:lou=rwannarMAm:au,xg "Ae�". I.SM1raAi est Ee t.,taA Mlad,eA,"eat,TA"n bfwe aAJrtimel bad,cmbe (Detaa) 3H 7 1'Net 1x6 2x6 2x12 mg m, v n+, cal<w �rta2) � :.tr�at�AleM,mTr,rewaytra,mm�,�e�PaneMxtmnfl.ndK �. �.:,r3� �'G,�;�. •Nnernuy.mrrci,er,lLarulbukn bks+)"-qht iuiaen,..0„e hange�Mearen,+y'�aP a++ePw%v,r.a•.J.+.rJW fJI.-a•Jf..d,n bl,v nl..gnh„n•v.l=r 6Thefla,rRra mw[rema,n,trmRM1t wiMN,e tderm,wdln'fran hue al,Rnmmt. � �^ix' e<.r.••ned re rxpreA"arNnq wirA.x,rcnam•tsAz•mi+Mremr(Aa.,._b:«t,�,�2,', mx�r,r.,df.bh,+,, This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide,which should be referenced for additional information. ``/•- ' r',,-fid' ` REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUD`; ENDWAI_L RAF TER WALL STUD q • CRIPPLE STUD " t +• 6 , BOTTOM PLATE , RIDGE FIEADER LEDGER E3A1hiTU13 Q _ DOUBLE JOIST SIDF WAI I RAI"TER J,ACh STUDS FLOOR UI�P NUMBER DESCRIPTION APPLICATION TST. ADSS ME OLD DOWN CONNECT TO 1 SIDE OF AT CORN[ ANCHOR TO FOUNDATION W/ ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL COIaNCRL, ON APPLIC / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT LOCATION U5P NUMOEE2 DESCRIPTION APPLICATION LOCATION USP NUMBLR DESCRIPTION AIPLICATIOtI RAI-TER SIZE LISP NUMUER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNUING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WTH (2_) JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 I-1/4"x12" 20go. STRAP APPLY 10 EACH JACK SIU[", ROOF LSTA24 1-1/4"x24" 20ya. STRAP APPLY OVER I?I[]GE 10 EACH RAFTEF 2x6-2x8 LS26 I8go. SLOPE HANGER APPLY 10 LACH RAFTER / LEDGER ems••; ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE N THE FLOORS TO EACH OTHER W/ THREADED ROD. Al_L OPENINGS RT3 OR R17 IYL)OWN ANCHOR APPLY 10 EACH CRIPPLE SIIJD 2X10 LS210 18go. SLOPE HANGER .APPLY l0 EACH RAFTER / LEDGER BLOCKING 024"OC .ey4 H � U 'HALL STUD THROUGH—ROOF EXHAUST m m VENTS SEI F C IED AND LOCATED BY COHIRACTOR y; METAL STRAP U VENTILATION CIIANNEL e-4 RIM BOARD AS REQUIRFD 1:14 RAFTER SILL PLATE(S) • RAFTERS ` M.41147 AIN F� VENTILAII, y t� ,y • • .. • e .. • • .. . • . WOOD JOIST G •+'� n FOUNDATION TOP PLATE BLOCKING 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WAI L STUDS 048-OC 2x4 SOFFIT JOIST .� AND AT L WNDOW/DOOR OPENING JACK STUDS ATTIC SHAT I BF PROVIDED WITH A FASCIA MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH IJSP NUMRER DESCRIPI"ION APPIICATION NOT LESS THAN 1/151) OF THE AREA OF �'O �IGUTTER WALL STUD THE SPACE `JFNTILATED. ALL OPENINGSINSTALL 4'0'• O.C. �� WOOD GIRDER SHAt I_ BE COVERED WT14 CORROSION- N II N. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS ` ^ RI=SIS FAN-i METAL MESH WTI-i MLSFi CONTIN. 5pFE1T / EXT. PLYWOOD ON ALL OPENINGS i OPENINGS Of V, INCH IN DIMENSION. i INSTALL 4'O" O.C. e LOCATION I1SP NUMBER DESCRIPTION APPLICAIION SOFFITED SAVE 8" - 14" LSIA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS CONNECT 10 ON ALL OPENINGS / .i� 4" - 6" RAFTER RT10 10-3/4" x 19ga. TYCOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0' O.C. (;ONNFCT TO OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"06" 18go. STRAP AND .LACK STUDS ��� � � 8" - 12" RAFTER Rf20 21-1/8" x 20ga. TrT.)OWN ANCHOR EACH RAI-11 R ON ALL OPENINGS O 2ND. FLOOR WALT_ / ^ e RAFTER F� Q WOOD JOIST f-+ 0 TOP PLATE GIRDER/HEADER 1ST. FLOOR WALL STAFFING TO BE ATTACHED TO WALL STUDS Cn48"OC HOOD JOIST 1-4 AND ALL WFNDOW/DOOR OPENING JACK STUDS WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION Z INSTALL 4'6' O.C. O '! 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS IOCATION USP NUMBER Df SCRIP110N .APPLICATION �4 Q ON ALL OPENINGS CONNECT EACH ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE. SUPPORTED WITH "FIFE PROPER 5TEE1_ CDNNECTDR. RAFTER/PLATE RT15 TYOOWN ANCHOR RAFTER TO PLATE 7_ IN�IALI 4'0" O.C. IF ABLE, SFT FIR JUT';1`; APi OX. 1/2" HIGHf R 1FJAtl t VL HEADERS H� 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRIIIKAGL. �& REDUCE BUMP OUTS ON ALL OPENINGS PLATE/N!ALI_ SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DRE. SILL PLATE TERMITE SHIELD SILL GASKET �— I ' TYP. CONE. FOUNDATION ( A 6L)MIL. POLE �NC. SLA � ,-�• +'`� � DAMPPROOF EXTERIOR GRANULAR FILL .• ','" Vy bMIL POLY ON EXTERIOR �' • • • • 1 ,� i -" v STEEL COLUMN •e A ` •• Q I ` a o• :o , C ` ``` i p v CONE. SLAB ;,s1 •e �•a {�� v ANCHOR BOLT EMBEDMENT: c•a ( � F� �'a % POURED CONCRETE: 7" � I •e �, r COMPACT FILL !T�» .• _ • BLOCK WAIT: 15" pp e a ^ w W KEYWAY FOOTING o v t f4 ,•. 11'a a L! CONIC. FTC,. e �'e G I Cly USE WITH 3x3 SQUARE 583) RS � 4 ANCHOR BOLT CONNFC"TIDN � y '' ." • • (USP LBPS58 OR BP583) ` Q REINFORCING BAR "a Z DRAIN TILE "d # 8 • ANCHOR BOLT CONNECTION FOUNDATION !i/8" DIA. AI ICHOR BOLT — — 1 ' 1 O SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION _W U CRAW. SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL CDNC. FOUNDATION. APPLY PILASTERS SILL PLAIE: TO FOLJNDATION 2 STORIES 36" OC WHERE. NFEDF D FOR STRUG[URAL BRACING MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CR,AVI APACE OR FOUNI)ATIONI � (n WALL R0170M PLATE TO FOUPJDATION W 'S1 AR-ON-GRADE 1-2 STORIES 57" OC �{ . cQ Lo G SUB FLOOR QO CONE. SLAB I DOOR FRAME 6X6 10/10 WYA6 GARAGE JOIST COMPACT FILL 1 DOOR USE 2XR STEEL PFAM 4 ^` FOR HLOCKOUT ►� 4" SLAB °t W/ 6X6 WMMK SLOPE • •• •• P.T. PLATT' � • 4"DRIVEWAY —fps. NOTCH JOIST AND ADJUST HEIGHT ,� < It �` • (WITH A NAILING PLATE IF NEEDED;,"_• '°'� '�""ra' • .a'� 4' " e ' t• '• •.` TO BE APROX. 1/2" OR HIGHER TA P, r " _ �„rs-' �e O o. p • _ STEEP. BEAM TO At LOW FOR SHRMlk¢AL;fes„�” G ADE • Q "--ax-�'''cr-J_' • • , 4•� I` •. a • ` ` (PROVIDE SIRAPPING 10 KEEP JOIST'pAJPF, ii ,J 12" �``" ey.'. 0a eYO.r, • `" 6x6 W.W.M. , 6 rQ _�• Ct • �"' _,��� ' 4+—ae4p O a•° 's a° �s a a I!:I.IF(==�II�11 I II Sll'.;xi>�•:`<�.•,`)R:�•4A•.n.. JN�,���"� s� DRAW#N: : MH/MS MIN. - SCAIE0 " REINFORCING BARREINFORCING BAR JOB DRAIN TILE 12" ej 1 • C September 04,2015 : D Tl SHEET NUMBER: a• — ".. e TYPICAL CONE. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS P,ENEATI-J BEARING WALLS AND COLUMNS. ^ � �(�•;�,, REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. GARAGE DOOR BLUCKOUT �• � Y �: REVISIONS IND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOH OW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA 4"MAX. GIZOUNC WIND SEISMIC FROST WiNTE ICESHIELD KING STUDS SNOW SPEED DESIGN �ATHFRAINLINE TERMITE DECAY DESIGN UNDERLAYME FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIREDNi HAZARDS 4"DIA.MAXIMUM 45 LBS. IZO B SEVERE 3 FT. MODERATE SLIGHT TO IT NONE Y TO HEAVY MODERATE RAFTER CRIPPLE STUD LEDGER HEADER DECK AND COVERED PORCH NOTES: j�° � Q RIDGE 1).Unless otherwise noted,all framing material to be Ni ACQ pressure treated lumber. _ Q All fasteners,hangers and anchors to be galvanized or stainless steel- RAFTER teelRAFTER JACK STUDS ).Girders for deck joists to be balled or anchored to each post or pier with washers and nuts irders on concrete piers shall be anchored with proper steel connectors anchored minto concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall RAFTER-TO-!EDGER CONNECTION be 3 ft.below grade. LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS 16"OC WITH WASHERSF�.ADER-TO POST/STUD CONNFC_ TION RiDGE TO-RAFTER COCINECTiON RAFTER S12E USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 4).Deck joists to have blocking at B'0 o.c.. p LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 IS26 TSga.SLOPE HANGER APPLY TO fAC_H RAFTER/LEDGER ALL OPENINGS LSfAl2 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD STAIR RAILING ).Flashing shall be installed between the building and ledger.Lapping up the sheathing rV ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2XI0 LS210 I8ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER AELOPE !OPENINGS RT3 OR RT7 TYDOWN ANCHOR IAPPLY TO EACH CRIPPLE STUD and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers ti m and nuts at 16"o.c. 1-i/2"SPACE U 6).Concrete piers shall be a minimum 6"above grade. IV a rn M MINIMUM h ).All joists to be supported with hangers and anchors.Each Joist shall also be anchored C!-t '~ to girder(s). N � } w RAFTER in�, HANDRAILS Z 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. RAFTER cj 9).Use simpson hangers and anchors with 2-MAX tripple protective coating or equal \s V for any contact with ACQ. s- POST U N TOP PLATE rt ti TOP PLATE HANDRAIL NOTES: x BALUSTERS All required handrails shall be of one of the tollowmg types -tt WALL STUD RIMMECK JOIST C or provided equivalent graspability. OPEN BALUSTER ATTACHED TO WALL WALL.STUD 1).Type I.Handrails with circular cross section shag have an outside diameter of at least 1-1/4 inches and not greater HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION than 2 inches.if the handrail is not circular it shall have a RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION V perimeter dimension of at least 4 inches and not greater ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH than 6-1/4 inches with a maximum cross section of OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACIi RAFTER/PLAT R715 TYDOWN ANCHOR dimension of 2-1/4 inches. CONNECT TO RAFTER TO PLATE POST-TO-BECK CONNECTION WALL NOT BE LESS THAN 1-1/4"NOR MORE THAN Z"IN 4"-6"RAFTER RT10 10-3/4"x I8ga.TYDOWN ANCHOR EACH RAFTER CONNECT OVER USE MIN. 2 U] CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL O1 PLATE/VJALL SPTH4 STUD PLATE ANCHOR /2"DIA.GALV.BOLTS WITH WASHERS AND NUTS 2).Type Il.Handrails with a perimeter greater than 6-1/4 PROVIDE AN EQUIVALENT GRIPPING SURFACE 8'-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT'TO PtATES'i0 EACH STUD inches shall provide graspable finger recess area with both EACH RAFTER sides of the profile.The finger recess shall begin with a O distance of 3/4 inch measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 ~ inch within 7/B inch below the widest portion of the 4"MAX. profile.The required depth shall continue for at least 3/8 [/] inch to a level that is not less than 1-3/4 indies below the F..] 4"DIA.MAXIMUM tallest portion of the profile.The minimum width of the -i GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a W maximum of 2-3/4 inches.Edges shall have a minimum GIRDER/HEADFR radius of 0.01 inches. l Q JOIST POST/COLUMN ° NAILING SCHEDULE Q M° POST/COLUMN RO F1NG- GIRDER/HEADER JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING STRUCTURAL PANEL fid AS PER TABLE 3.6 �+ POST-TO-GIRDER/HEADER CONNECTION WFCM-SBC CL2 LOCATION USP NUMBER DESCRIPTION APPLICATION ROOF FRAMING: C Q SPIICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PRS" PBSE44/KC44 POST CAP ANCHO JOINT DESCRIPTION APPLY TO EACH COLUMN NAIL NAIL 0-4 (� NOTES DECK/PORCH P.AII.lNG 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION QTS. SPACING I� LOCATION USP NUML'EK DESCRIPTION APPLICATION RAFTER TO 8'WA!_L•3-8d COMMO EACH JOIST TO GIRDER/HEADER TYDOWN ANCHOR HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS TOP PLATE 10'WAI L-4-8d COMMO RAFTER TOE-NAI! p RTIO CONNECT TO EACH JOIST CEILING JOIST B'WALL:3-Bd COMMO EACH TOE-NAF! ^ TO TOP PLATE 10'WALL:4-8d COMMO JOIST CEILING JOIST TO AS PER TABLE 3.7 EACI( FACE PARALLEL RAFTER WFCM-SBC !AP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE n STU TO RAFTER WFCM-SBC END NAIL ° BEARING PLATE GIRDER BLOCKING EACH TOE TO RAFTER 2-Ed COMMON END NAiL a WOOD JOIST 6 RIM BOARD 2-16d COMMON EACH END TO RAFTER END I NAIL LEDGER C CMDER/1-11EADER �Y;'. ••• WALL FRAMING: ^� NAI WOOD JOIST "' JOINT DESCRIPTION NOTES ��.'` L. NAIL. �./ WOOD JOIST II 1 CONCRETE PiER . QTY. SPACING ; TOP PLATE TO 2_16d COMMO PER FACE NAiL Of >- TOP PLATE FOOT Q z TOP PLATES AT 4-16d COMMOt I JOINTS FACE FI USH JQISTS WITH HEADER/GIRRMR • • INTERSECTIONS EA.SIDE NAIL Y CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH STUD TO 2-16d COMMO U 24" FACE W !EDGER TO BE CONNECTED TO BLDG.USING 1/2`DIA.BOLTS @16"OC WITH WASHERS THFDOUBLE 2x PROPER STEEL CONNECTOR. STUD O.G. NAIL IF ABLE,SET FIR JOISTS APROX.1/4"1LICE 1ER TI IAN LVL HEADERS I (MINIMUM) HEADER/GIRDER-TO-POST CONNECTION HEADER TO 16"OC NAIL C. FACE Z) TO ALLOW FOR SHRINKAGE. I FOR HEADER HEADER 16d COMMON ALONG ED )I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION U (n ROD (2)BEAMS PAU44 OR WE44 POST/SEAM ANCHOR APPLY TO EACH PIE TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END (jJ REQUIEDRI I PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TU EACH PIE .r.q `3j Q FLASHING TUCKED UNDER FOR STURED BOTTOM PLATE TO: ^^� cc IECE OF SIDING AND FLOOR JOiSf,BAND JOIST, 2-lbd COMMO PER FACE NAiL �J oo G LAPPTOP ED OVER FIRST CONTIIN. I I FOOT V— PtC-CE OF SIDING BELOW END JOIST OR BLOCKING 1� N DECK FRAMING: sMr'',`„'%►. 1/2"DIA LAG BOLTS W/WASHERS THREADED ROD NAIL NAIL CONNECTED TO BLDG.@16"OC JOINT DESCRIPTION QTY SPACING NOTES STRINGER CNW COUPLER NUT JOIST TO: 4-Ed COMMOI, PER TOE @16" C I J I I POST SILL,TOP PLATE OR GIRDER JOIST NAIL .._— (2)THRU- MINIMUM BRIDGING 2-Ed COMMO EACH TOE BOLTS END DISTANCE TO JOIST END BLOCKING E t*•' �`' L? 4 FLOOR FRAMING I p 2-Ed COMMO / " DRAWN: MH MS 2x JOISTS P844 POST - _ --. s TO JOIST .✓k1�17' � ANCHOR dia. '•'.}• - MiNIMI M p e BLOCKING TO: J '� i PIER 16"TREAD O 'o E-NL8 ANCE • 3-16d COMNfO 3 �" .�c 12"x12"x12" SIL!_OR TOP PLATE v, N l BLOCKING FOR ° �o°*%: CONCRETE FOOTING , (n SCALE: 1/4°=1'-0" JOIST HANGER LEDGER STRIP { I LAG BOLTS a ! I "'s'f '�•• f4= , '`may +`� TO BEAM 3-I6dCOMA ST ^ �,ti JOBCONC. #: RIM JOIST/BD. s e �— GRADE (AS REQ.]SLA6 s�o ?w • JOIST ON LEDGER 3-83 COM ERE"'11 � Se telTl(?CE(}I,2T)I Jr TO BEAM I. ;•.NAL !"; HOLLOW COLUMN UPLIFT ! STTEET NUMBER: BAND JOIST " N L' 8"dia. DECK PIER SIMPSON STRONG TiE MODEL STRRi/2 QECK POST FTG.CONNECTION 3-16d COM Ip '�.' TO JOiSTU` DECK/PORCH LEDGER CONNECTION OI a :t CONC. "'• .' PER PLAN INSTALL AS PER MANUFACTURE'S RECOMENDATIONS LOCATION USP NUMQER DESCRIPTION APPLICATION BAND JOIST TO: E 3'-0 ^ ' -. ` PIER qtr e, 4X4 POST PAU44 OR W E44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SiLL OR TOP PLATE 2-16d COM T NN IL 1l FF's 4iro • 6X6 POST PAU66 OR WE66 POSE/BEAM ANCHOR JAPPI Y TO EACH FOOT INEA- 14