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HomeMy WebLinkAbout42231-Z �p�g11PFOL,f�aG Town of Southold 10/12/2018 o - P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39970 Date: 10/12/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2080 Henrys Ln,Peconic SCTM#: 473889 Sec/Block/Lot: 74.-2-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/7/2017 pursuant to which Building Permit No. 42231 dated 12/12/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: GARAGE ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Bednoski, Corinne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42331 09-25-2018 PLUMBERS CERTIFICATION DATED R�L - 060- Signature Q�SU�o�,r�aTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy s oR 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#: 42231 Date: 12/12/2017 Permission is hereby granted to: Bednoski, Corinne 2080 Henrys Ln PO BOX 187 Peconic, NY 11958 To: additions and alterations to an existing single family dwelling as applied for. At premises located at: 2080 Henrys Ln, Peconic SCTM # 473889 Sec/Block/Lot# 74.-2-1 Pursuant to application dated 12/7/2017 and approved by the Building Inspector. To expire on 6/13/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $374.00 CO -ADDITION TO DWELLING $50.00 ` Total: $424.00 QBTgIpecc Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: is Old or Pre-existing Building: (check one) Location of Property: ai of?8 4�r v)S b"e__ pa-C b{? I& House No. Street Hamlet Owner or Owners of Property: e-eklil o's lcl/, Suffolk County Tax Map No 1000, Section Block 069 Lot Subdivision Filed Map. Lot: Permit No. �+ Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ � Applicanf-S-ignaittA ho��,oF so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �� • �o roper.richert(a)town.southold.nV.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Bednoski Address: 2080 Henrys Ln City: Peconic St: New York Zip: 11958 Building Permit#. 42231 Section: 74 Block. 2 Lot 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Modern Electric East License No: 55047-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1 st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment: "ATTACHED GARAGE" Notes* Inspector Signature: Date: September 25 2018 81-Cert Electrical Compliance Form.xls ho��OF SOUlyolo H O TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [/FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL n(FINeA_L) ell REMARKS: oAn nwv\, L, DATE INSPECTOR souryol o H O 0 o,0cc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: fmmim 160 i c►j (� DATE / INSPECTOR qz�� �o�,�,oF so�lyolo courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] ASULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: , Ci - W�I�' i�mm-o& 14 u S� wLl(t ioc 4v 9tvAime,---' DATE Yq INSPECTOR qf soulyOlo * # TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTIONS [ ] z,231 FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR� r I�� OF soft h� �D TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION /J [ ] FRAMING /STRAPPING [FINAL RC�i [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r-!p DATE ! INSPECTO FIELD INSPECTION REPORT DATE COMMENTS rk - � FOUNDATION (IST) ------------------------------------ FOUNDATION (2ND) t� - z ROUGH FRAMING& PLUMBING 1 5 r r� INSULATION PER N.Y-. H STATE ENERGY CODE ci � T lr e, FINAL ADDITIONAL COMMENTS i- ,cam reg 1050 16!4 •rn y�y d H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applymg9 TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX: (631)765-9502 Suryey SoutholdTovvn.NorthFork.net PE �rNc,. Check Septic Form NYSDEC Trustees Flood Permit Examined e 20 Storm-Water Assessment Form Contact: n , Appro d 20 Mailto Disapproved c Phone Expiration ' ' 20 LD) uildin ecto DEC - 7 2011 APPLICATION FOR BUILDING PE Date 20 INSTRUCTIONS ® p��`1v>KIUST be completely filled in by typewriter or in ink and submitted to the Budding Inspector with 4 o s,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 £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 Budding 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 (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. Location of land on 14hich proposed ork will be done: Iota yin rv4 s L� House Number Street Hamlet County Tax Map No. 1000 Section Block 00' Lot 01 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended1�e and�occupancy of proposed construction: a. Existing use and occupancy 'v 1 h O� (9— 444441 ok4l Gf— b. Intended use and occupancy �/�'"Q '�/ &447w kzk 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing strut res,if any:Front &0 Rear l0 0 Depth CP r /Z Height ` 2E/— Number of Stories Dimensions of,§ame structure with alterations or addif ns' Front Rear Depth `� fJ `— Height cQ0 1 V I Number of Stories / 8. Dimensions of entire pew cgnstruction:Front 14L(0 Rear — 1,e Depth 30 Height 0, 0 og-/— Number of Stories I 9. Size of lot:Front 00 Rear / D d• /.3 Depth l qy-Z /'''/"V Z 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 9— Y-02 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO ill excess fill be removed from premises?YES NO 14.Names of Owner of premises �l nSlc-� Address 7 �OIV C/ Phone No. Name of Architect 4'mf Address GJL Phone No Name of Contractor '�: . T7 Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS COUNTY OF_____) /A ,/ r�CONN1S D.OUNbH �L/�1 being duly swom,deposes and says fh � 9066 tt ate of Now York (Name of individual signing contra t)above named, Qualified in Suffolk County (S)He is the ►J 2 s1 }' Commission Expires April 14,2 -O (Contractor,Agent,Corporate Officer,etc) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Swor to before me s day o 20 4 Iry-.-P Notary Public Si nature of plicant Scott A. Russell ,��°su 'r� STO][Z.IA�I WATIEIK SUPERVISOR MAINAGIEMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 O 53095 Main Road-SOUTH OLD,NEWYORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE ,COMPLETED BY THE APPLICANT ) i - - 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 i than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material i within any parcel or any contiguous area. i 1113C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ff D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑dE. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. [:][3/F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management i Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above,,STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 2N 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. -r) S.C.T.M. #: 1000 Date: APPLICANT:'(Property Owner,Design Professional,Agent, Contractor,Other)!r District NAME 1�-�G?1 ��/� �/ I' Ai:2_ _01 ��' �- prlid Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information. F (rekphmrc Number) 1 f ` ). . Reviewed By: iN�p — — — — — — — — — — — — — — — — j, — — — — — — — — Date_ a _-y�� Property Address/Location of Construction Work:, '' — — — — — — — ` Q e,ri r�S 1 Approved for processing Building Permit. Stormwater Management Control Plan Not Required. YCr�y��I Stormwater Management Control Plan is Required. i; !' ❑ (Forwar`d to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 DEPARTMENT - Electrical Inspector G�►, / __,j, /. ��„ ��r�; TOWN OF SOUTHOLDv1 Town Hall nex - 54375 Main Road - PO Box 1179 SEP 21 2018 utho(d, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 O1 c pTJLD1NGDEKroger-richert(a�town.soufh0ld-ny.us APPLICATION FOR ELECTRICAL INSPECTION p REQUESTED BY: "" " - ----- ---------------------------------- ----------- -- --- - -- -- -- - - Date= -" ?i 1C . -- - ---- -- -- Company Name: 106 ,eirh 17ecLils C Name: License No.: =1�jw �Up�K a Address: �,O,- 0)( t ► - Phone No.: 21 10 Iq 3 JOB SITE INFORMATION: (All Information Required) Name: Address: 20 �a ' Cross Street: 11 Phone No.: Bldg.Pennit#: y Z z 3 / email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle.Lll That Apply: Is job ready for inspection?: O! NO Rough In Final ' Do you need a Temp Certificate?: YES /tfo", Issued On Temp Information: (All information required). Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service-Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: �Cb PAYMENT DUE WITH APPLICATION / 4j? ��0 ���� 6 ,\ Request for Inspection FormAs Town Hall Annex �� Telephone(631-1802 54375 Main Road Fax(631)734-9502 P.O. Box 1179 vr'j Southold.NY 11971-0959 BUILDING DEPARTMENT NOTICE OF. UTILIZATION,OF TRUSS YIfPE'CONSTRUCTION,.PRE-IENGINEE_R_ER - - WOOb 'CONSTRUCTION ANDYOR TIMBER CONSTRIJ.CTION Date: -- - Owner., VA o C. Location of Property: 0° .0,- Q'✓1 `:S 'I j��l�0YI-1 <i__. •f , - - Please take notice that the (check applicable line): New residential structure . Addition to e-Asting.'reSidential structure Rehabilitation to an:existing_residential structure to be constructed or performed at the suEiject pro0egy•refe_rence above will Utilize (check apj�iicable line): Truss type construction.(TT) 3 ✓ Pre-engineered wood oonstrt.ection r(F5W) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including.girderstand beams(F) - -- Roof"framing (R)' . Floor and roof framing (FR) Signature: Name (person submitting this orrri): 0"C'q ��1i+'�P/✓ - Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 -942009'30"E 100. 13' cD -0< ra -61 1, 7! 1 0 C/) cz) 01 6" r- (i12 — --j c- rTj Aj '7C) % rT I 0 --Z - s: C: _3 C7) 1 77� C/) j�3 0 0 > CD �0 C= Ln C:D -:j, 7) 0 i_ C-3 7j C) C-) Z CJ CD M -7 :Ti :7.1 C-) rn -FI rn N 0'-1 112"— (D 1 5'-7" -Z 24'm3 I N) —GO'-011 ///// FROF05ED '� SITE FLAN GARAGE 5CALE: 32 1 '-0" 5CTM: 1000-74-2- 1 � EXISTING HOUSE Information taken from survey prepared by Joseph ln(.je-cjno, Land Surveyor z Riverhead, New York .—10'-0 1/2° dated September 18, 2000 141-0 PROPERTY AREAS: Exi5tincj, Lot area: I 9,7405ct.ft. HOU5e- (CX15tinci): I G80 5ct.ft EX15tincj lot coverage: 8.5% OUTLINE Of BUILDING ENVELOPE New Garage 4GG 5q.ft. Total Area: 2 14G 5q.ft. TOTAL LOT COVERAGE: 10.8% >1 0 0 L N4500030"W 100.01 HENRY'S LANE -7 N�- 0 0 � - --u > Jayme, Dedno5ki DRAWING : GARAGE PLANS 0 AMPArchitecture, PLLC NANCY DWYER DE51GN CON5ULTI-NG, INC. Ll PROF05ED GARAGE Hen Lane SCALE A5 NOTED 5outhold, New York I 631-765-8905 ANTHONY M. PORTILLO, RA, LEED AP ADDITION Peconic, Now York DATE 1 1 . 10.2017 716.572.4741 1 APORTILLO@AMPARCHITECT.Com L a I I I , 5CTM# 1000-74-02-01 BY N. DWYER E3EDN05KI RE51DENCE OO W N O O CD z Q 91N � O c c N u � O c LU Q Z U O EXI5TING IIOU5E o wp STRUCTURE TO REMAIN, LO Q ALL AREAS as O�-ON X 8'—CY' � g O LODV P-4 W F � S p4 wiL� AU 0 W O ~ J O FRONT ELEVATION o< a_ SCALE: 411 = I'-0" � a =� 0 i S rn will, plow Im 0-1 �m Z .. 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V 4-0 �_° r— ------ TO BE REMOVED Q STEP DOWN 4 NEW CONSTRUCTION z RAMP T N Q I 2"X 4" STUD FRAME EXTERIOR WALL p S B N o R-13 INSULATION W/2' CDX PLYWOOD l>_I 2668 45 MINUTE FIRE RATED DOOR SHEATHING SIDING TO MATCH O Q w/SELF CLOSING HINGES, Q PROVIDE I LAYER 2" GYPSUM BOARD DOOR SWEEP�STEEL JAMB ON INTERIOR SIDE 0 EXISTING EXTERIOR DOOR I I PROVIDE 2- 2"X 10" HEADERS TO BE REMOVED. RELOCATE ABOVE ALL WINDOWS f- DOORS ENTRY DOOR TO BACK SIDE OF EXISTING MUD ROOM. UNLESS OTHERWISE NOTED PATCH IN WALL FRAMING E _ . 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DEPTH @ 48" O.C. "LEDGERLOK' SCREWS @ I G" O.C.; _ = FOOTING 20"X 8"d. w/ MIN. 3"x3"x8" WASHER @ PLATE W HANG JOISTS FROM LEDGER WITH m v 51MF5ON LU28 CONNECTOR o II _(LuZ c� O PROV. EPDXIED#4 STEEL L z_ `^ REBAR HORIZONTAL @ 12" O.C. °C INTO EXISTING FOUNDATION WALL g•• O Q ALL NEW AREAS OF ABUTTING Q O O xI Q. D- N �.• FOUNDATION WALL LEGEND: mQ � O o EXISTING 8" POURED CONCRETE O "' WALL w/ FOOTING TO REMAIN POSTS IN FRAMING u ❑ TO BEAR ON EXISTING = ------ FOUNDATION WALL °: ------ AREAS TO BE REMOVED NEW CONSTRUCTION GARAGE U 8" POURED CONCRETE FOUNDATION O 4'F OURED CONCRETE SLAB ----�-,-- U ON COMPACTED FILL WITH , ;' WALL WITH 1'-4""X 8" FOOTING F EXISTING BASEMENT — — 3'-O" BELOW GRADE , MINIMUM U W.W.M. 6 X 6/ 10 X 10 auj TO REMAIN, ALL AREAS GAUGE WiRE (TYP. 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FOUNDATION PLAN 3 Lu SCALE: 4" p[ o W s CA 4-"� Z T'x- PAGE: 4 N z � W w N O O O z o LU O z_ Q� N C) m O SECTION SECTION N 8 A 0 O � O 54 �. z — LD U TW2036 I WALL LEGEND: E o �? 5TORAGE ATTIC v WALL TO REMAIN —' _ I I O G'-0" HEIGHT TO CROSS TIES O i 12 - —i3 TO BE REMOVED LLJ I ------ N NEW CONSTRUCTION 0 0 2"X 4" STUD FRAME EXTERIOR WALL � 0 I__ � ______� I R-13 INSULATION W/2' CDX PLYWOOD Q �— �T SHEATHING � 51DING TO MATCH W O f I I PROVIDE I LAYER 2' GYPSUM BOARD (S) Q POST RIDGE, CARRY �_ ON INTERIOR 51DE 0 Q DOWN TO FOUNDATION QIL oN 0 .�1•1k LVL RIDGE; U m I PROVIDE 2- 2"X 10" HEADERS SIMP50N CS20 c ABOVE ALL WINDOWS * DOORS CONNECTOR(TYP. ALL) cx Q 3 ( UNLESS OTHERWISE NOTED . I O I PROVIDE GALVANIZED STEP i FLASHING AT ALL LOCATIONS 51 12 2WHERE ROOF RAFTERS RUN 2 rill, INTO OR ALONG WALL AREAS_LIME OF RAFTER/CROSS I ROOF NOTE: 2"X 12" LAYOVER PLATE - I TIS INTERSECTION GAF 30 year architectural asphalt U BOLT TO RAFTERS W/8" N i roof shingle over entire roof area. a o LAG BOLT5 +I: WASHERS I ( 15# felt over 8" CDX Plywood 2x4 STUD FRAME I sheathing with Ice * Weather 5heilci PROVIDE CRICKET BEHIND KNEE WALL at all perimeters and valleys. a 0 EXISTING RIDGE AT NEW ROOFLINE INTERSECTION \ I U I RUNOFF NOTE: W 2 �) J Q o Gutters continuously around; U a Ua EXISTING RIDGE TO REMAIN VERIFY ROOF PITCH I Leader locations as per 4� o IN FIELD; NEW RAFTERS installer - all leaders drain to POCMATCH EXISTING 12 + I G" O PVC pipe to new drywells. U a I o o 52 = I RUNOFF CALCULATIONS: a - �a N 5 12 x . I G7 x 7.5 = 4798 gallons of runoff a > @ (1 ) P-0" x 8'-0" O capacity = 300 gallons o G4 1/ 300 = 2. 1 Z Runoff Containment Reciuires: a • (1) 2'-0"deep x 8'-0" 0 ring (provides G00 total capacity) .—. U z 14'-G" V z J � O � SECTION z . . — . . cD A O � U m z . Vn ATTIC / ROOF FRAME o z SCALE: 4" -0" Lu `LJ !J Ln y�' •�. 'h` 1� � � z Ilk , ` G374.G of N�� PAGE: 5 z � g - �- o 0 W IL-1 N I!J 8 SrQ I I Z" LVL RIDGE; 0 51MP50N C520 < Q _ z CONNECTOR(TYP. ALL) 12 BOLT ALL AREAS TO RR w/2- 2' CB PROVIDE CRICKET BEHIND 73 TYPICAL I G" O.C. EXISTING RIDGE AT NEW O ROOFLINE INTERSECTION z tu VERIFY ROOF PITCH �' 2x8 C.T. @ I G" O.C. U Q ARCHITECTURAL ASPHALT IN FIELD; NEW RAFTE 6' 0' SIMPSON H7 CONNECTOR ROOFING WITH 15# FELT TO MATCH EXIS 8:: PITCH 12 q0�' FASCIA it VENTED VINYL OVER 8 CDX PLYWOOD { 2� — WITH ICE *WEATHER SHIELD 52 SOFFIT TO MATCH EXISTING O STORAGE ATTIC N @ PERIMETERS VALLEYS o O 2x4 STUD FRAME 2x4 STUD FRAME; G'-O" L �t KNEE WALL WALL/RAFTER PLATE HEIGHT ABOVE ATTIC 5U5FLOOR o 3 O 4" PLYWOOD ATTIC SUBFLOOP, M z O + — 2x 12 C.J. @ I G" O.C. PROVIDE C51 G FLOOR m 9 TO FLOOR STRAPPING a FASCIA VENTED VINY o N SOFFIT TO MATCH EXI TNG. 3- 1 18" LVL DROPPED GIRDER ADJUST OVERHANG DI N510N -' T- � 2x4 STUD FRAME EXTERIOR IN FIELD; HEIGHT OFF 5 IA WALL @ I G" O.C. w/ R-13 INSULATION, TO ALIGN WITH EXISTING FRONT II LU II Z" CDX PLYWOOD SHEATHING. GARAGE HOUSE WRAP SIDING TO MATCH OG QD 1 O'-0"X 8'-0" DOOR w/ ii UNHEATED, UNFINISHED n 0 2- 14 X 92' LVL HEADS ii o Q z - ABOVE * C520 5TRA PING ii ° 2"X G" ACQ SILL PLATE 0 OVER TERMITE SHIELD F-- OUTLINE OF EXISTING OVER SILL SEAL; LU I) BRING NEW FOUNDATI N ii FLOOR IN MUDRO LANDING PROVIDE SIMP50N C520 O Q WALL UP TO ALIGN WIT W/ LPT4 CONNECTORS HEIGHT OF EXISTING C PITCH SLAB TOWARDS STEPS O ii DOOR @ L'/ FT. 8" DIAMETER ANCHOR BOLTS p[ W/ 7" MIN. DEPTH @ 48" O.C. D- WI MIN. 3"X3"x8"WASHER @ PLATE UNEXCAVATED BRING FILL UP AS REQUIRED 8" POURED CONCRETE NAILING SCHEDULETO LEVEL GRADE o FOUNDATION WALL W/ .................. # .. . ACCORDINGLY i .. SLAB; COMPACT ACCOR W 1'-4"X 8" d. FTG.; PROV. 2015 WOOD FRAME CONSTRUCTION MANUAL -. I ___._..__.... .. _ BEFORE POURING SLAB 2- #4 REBAR IN FOOTING Ll (TYAL Y ; NAIL PACING PI L ALL AREAS) "� .• ,.: _ ...: mow:. , � <. <. 'P7am ,nom„ N.,.„ DUILDING "All FU .. RAFTER TO TOP PLATE ;TOE NAILED 8'-O”WALL:3-8d PER RAFTER 0 — — _...... _------------—— —. ._. ------—_ --------- -- -._-. ....--_--------------------... -- l u — " V 10'-O"WALL:3-8d PER RAFTER _ SCALE: 4 — I -0 CEILING JOIST TO TOP PLATE TOE NAILED 8'-0"WALL:3-8d PER JOIST — —-- ^ 0 _•------------------ ---------- ---------- - ... ------------------ ...... w IW- I O'-O"WALL:4-8d PER JOIST CEILING JOIST TO PARALLEL RAFTER FACE NAILED 5EE TABLE 3.7EACH LAP a CEILING JOIST LAPS OVER 0 PARTITIONS FACE NAILED SEE TABLE 3.7 EACH IAP Q� ¢ COLLAR TIE TO RAFTER ;FACE NAILED SEE TABLE 3.4 PER TIE _ BLOCKING TO RAFTER TOE NAILED 2-8d-- EACH END w RIM 130ARD TO RAFTER END NAILED2-I Gd EACH END _...—......------------ --- -- ---— --- - .. -- ------ - ----------- _ —.. ------------------ V O TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd PER FOOT •.-1 J __._ ._..-- .. -......._.._.._-._--_._...._._._...._ _._ ...............__--... --------------------- _._....._...___.._.___._ TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 Gd JOINTS-EACH SIDE O STUD TO STUD FACE NAILED 2-IGd 24"O/C _ - 4 (� O¢ HEADS TO R HEADEP D R FACE NAILS �-I — D 16d IG'O ALONG a C LD G EDGES_ TOP OR BOTTOM PLATE TO S7UD _ END NAILED 2-1 Gd PER 2X4 STUD _._............-.-.....-.._.....- ...__........_.._. . ................... .... ....... v 3-I Gd PER 2XG STUD } 4-IGd PER 2X8 STUD ZO 04 BOTTOM PLATE TO FLOOR JOIST, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA =LD BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2-1 Gd PER FOOT Z`D _ _ ¢ GROUND 5NOW LOAD 20 5 , , BASK WIND SPEED JOI5T TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PER JOIST BRIDGING TO JOIST TOE NAILED 2-8d EACH END Exposure CategcrY B BLOCKING TO J015T...........__..._............................__....TOE NAILED........ .... . .... ._...... . .- 2 8d ... EACH END .,..,. ._... SEISMIC DESIGN CATEGORY 8 A GENERAL WIND PROTECTION CONNECTION NOTES .__ — Adapted from an ar f ._. p St d d or Hurricane Resistant Residential Construction; SSTD BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-1 Gd EACH BLOCK WEATHERING SEVERE _ - f-.....,._............................... .._..................._._...._..•.._...._.---------...-------..._,.......... ........ ...._................ 10-93 and 2015 SBC High Wind Edition Wood Frame Construction LEDGERSTRIPTO BEAM FACE NAILED 3-IGd EACH JOIST FROST LINE DEPTH 3' O" Fasteners and Connectors for Wood Frame Construction z JOIST ON LEDGER TO BEAM ;TOE NAILED _3-8d PER J015T SITE MODERATE TO HEAVY BAND JOIST TO JOI5T END NAILED - 3-1 Gd PERJ015T '- - -• OE NAILS —"- ICE BARRIER REQUIRED YES I . A continuous load path between footings, foundations walls, floors, studs and BOND JO{ST TO SILL OR 70P PLATE JOE NAILED 2-IGd PER FOOT ----------... -----•------•---------------- O .. ::::....::... ... .:. :..:.::. ..:.... oofframe g Shall be provided. �` '`� �' .•;'�� ,>;: DE51GN LOAD CALCULATIONS 4'PERIMETER EDGE ZONE- I C'O/C-G"AT PANEL EDGES 2. A rove c d onnectors anch r o s and other fat i J STRUCTURAL PANELS I 8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD p p sen ng devices not included In Ln -..........................•---........_.._........_..._..__....,....................... ...........................,.........................---.................................._----,,,..._, _.._,..._....._............................_........._...,..,...,................... ............................. MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ibaf) the Standard Building Code, Section 2306 of IBC shall be used in accordance INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 1 2"AT Iwith nnanufacturer's recommendations. `0 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD EXTERIOR BALCONIES 60 z U) FOR ROOF SHEATHING WITHIN 4'-O'OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-0"ON EACH 51DE OF THE ROOF PEAK,THE 4'-O"PERIMETER O � EDGE,ZONE-ATTACHMENTREQUIREMENT5 SHALL BE USED. DECKS 40 3. Metal plates, connectors, 5creW5, b01ts, and na115 ex o5ed directly to the ..r - ATTICS WITHOUT STORAGE 10 I U M sat corrosion in costal area hall be stainless steel or ATTICS WITH STORAGE weather r o Subject o s s _.........e.....::.. .....6,:,:::...., .. ..,,:.., ............. ..., J of h dripped galvanized. z 6YP�UM WALLBOARD 5d COOLERS 7"EDGE J 10'FIELD ROOMS(OTHER THAN SLEEPING ROOMS) 40 WALLSHEAT.ING:° ;, SLEEPING ROOMS 30 LLJ Structural. Where windows and doors interrupt wood panel sheathlnand (� -11 STRUCTURAL PANELS 1 1 ga.Galy.Roofing nail TABLE R30 1 .7 sidinL3, framing anchors or connectors Shall be provided at the top and bottom z - -'/2.Y.................._. ..... 3..EDGE/G"FIELD -------- -------- (;12'k1.5'L.x.7/IG°head) of cripple studs, header studs, and at least one Stud at each side of opening. I 1,3a.Gaiv.Roofing nail 25/32" 3"EDGE/G"FIELD ALLOWABLE DEFLECTION OF 5TRLIC-1' MEMEFTR5 LLJ —___-_-__ _••____,____�_ -_, __ (i2x1.75'1.X.3/a"heaa) STRUCTURAL MEMBER ALLOWABLE DEFLECTION 5. Ridge straps shall be attached to each pair of opposing rafters except where o FIBERBOARD PANELS `7/1 G" Gd 3"EDGE/G"FIELD collar ties of I xG or 2x4 lumber 15 located in upper third of attic space and ,, +x nnr' i 25/32° 8d 3"EDGE/G"FIELD Raft�>havu'c sly;ra: •rata U 18c� attach to each parr of rafters. �,G`L1,..D F''�� `�, GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10"FIELD__ _ I h.a'i 3/I 2 ,�,th no fine hr cl cr it nq G. Uplift connectors Shall be- provided at each rafter bearin /j"°���i'� __._-___..__...._...............______. 4'EDGE ZONE- I G"O/C-G"AT PANEL EDGES AND 1 2"AT g atf.�li"�-:�t J HARDBOARD 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELDsv ----- Inferior+,vall=,S artitinn» tfi l xc) ,,� INTERIORZONE- I G"O/C-G'AT PANEL EDGES AND 1 2"AT 7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' �. . -:'L yeS? .��� z 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELDfl,-.ors " ' - of exterior corners. A „,.,:, �"". f FL < .......:... <:,.... :. ., . :::. .,:, , :...,.:`;. All i� 'IF{ r�ca re link-F ti �`� r t'7�.S HI ,,:.. SAS:R.Tv�^""'C' c � JC,u.I m�n,..b.�, i b r STRUCTURAL PANELS- i"OR LESS 8d G°EDGE.. I2"FIELD Exterior walls vnth Taster cr -1/3,_;0 8. SIII Plate to Foundation Anchora e: Sill late shall be anchored to theA. - — -- - — Exterior walks- v.;n,d leads ,vith U24o 18°washers.on with minimum o f 5 having a min. bolt diameter of 5/8" and 3"x 3"x �, (.1 ' Nadrog requirements are based on wall sheathing Waded 6 inches O.C.at the panel edge. If watt sheathing rs Waded 3 inches O.C.at the panel edge to obtain / u o one anchor bolt shall be provided within G to 12 /ey~"�� { PAGE: 9hr her shear ca acrties,nai6n re uirementsfor structural members shall be doubled,or al brittle=uvsh�s Inches of each end of each plate. Anchor bolts Shall have a minimum embedment d� hlN .�_ _ P ---.__ 9._,9......_._..........._.__....._... _..._..__..........__ ._._- __. -- _ __------__.___...__......._.._._...._....._....-.--._...__......._........._ Ext. rior,v;ill - wind load +,yr.h L/I20 of 7 Inches In concrete/ mason foundations. Anchor bolts shall be located When wall sheathing rs continuous over connected members,the tabulated number of nails shall be permitted to be reduced to I-I Gd nail per foot. ry tlerible tinr_.r,e within 12 Inches of corners and at Spacing not exceeding 4 feet on center. N GENERAL NOTES: � 0 0 WUJ P CV W • The information on this set of construction documents is to relate basic desi gn FRAMING NOTES: ELECTRICAL NOTES: � O O _ intent and framing details. They are intended as a construction aid, not as a z substitute for generally accepted good building practice and are in compliance with • All lumber is to be Douglas Fir#2 or better at I G"on center • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include current New York State building codes. The general contractor Is responsible for installation of fixtures�specifications as indicated on plans. Light fixtures to be supplied by providing standard construction details and procedures to ensure a professionally . All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ'designation owner and Installed b contractor. GFI outlets re wired at bathrooms and exterior areas. Install finished, structurally sound and weatherproof completed product. Y q refers to current arsenic-free treated wood standards and shall take the place of'CCA' all outlets as per code. All work 15 to be done in strict accordance with the New York State Code z • General contractor to coordinate all subcontractors, scheduling of work and by a licensed electrician. All new switches� outlets to be Levition, standard, supplied 4 Installed Q LLJ Interaction between trades. • All TJI's are to be Installed in accordance with the manufacturer's specifications and shall Include by contractor. Contractor to do all hook-ups as required for bathrooms. U Q squash blocking web stiffeners at bearing points on girders and other load bearing areas Q U Q • The contractor Is responsible for ensuring eets that all work and construction mCID or exceeds current federal, state and local codes, ordinances and regulations, etc. • Structural Steel ASTM A3G - FY= 3G KSI These codes are to be considered as part of the specifications for this building plan. O • All straps, connectors, plates, bolts, Halls, etc. are to be galvanized. Designated connectors, straps, N • If In the course of construction, a condition exists which disagrees with that as etc. on these drawings are my by Simpson unless otherwise Indicated. All connectors, straps, etc. are to be Indicated on these drawings, the contractor shall stop work and notify the desigOner nailed/bolted In accordance with the manufacturer's specifications. 4 the engineer immediately. Should he fail to follow this procedure and continue work, -t he shall assume all responsibility and liability arising therefrom. O • All floor sheathing 15 to be 4"AC type plywood, tongue 4 groove and shall be glued and screwed to O 3 O • Dimensions take precedent over scale- DO NOT SCALE DRAWINGS. the floor Joists(G"o.c. edges� 12"o.c. field) z O • The designer has not been engaged for construction supervision and assumes no • Solid blocking is to be installed every 8'-0"max. or mid span of all floor Joists with spans exceeding m In U responsibility for construction coordinating with these plans, nor responsibility for 8'-0" Blocking Is to be Installed at all point load bearing points. construction means, methods, techniques, sequences or proceedure5 or for saftey U precautions and programs in connection with the work indicated. There are no warranties for a specific use expressed or Implied In the use of these plans. • Install double Joists under all partitions running parallel • Contractor to provide hardwired smoke detectors, with battery back up, and with • All exterior wall headers to be 2- LVL'5 as indicated on floor plans� sections and all interior VERIFY ROOF PITCH no intervening switches, on all floors and in each bedroom. Verify with local code headers are to be 2- 2"x 8" unless otherwise noted. All headers exceeding 5-0"shall have a double IN FIELD; NEW RAFTERS 1 17' LVL RIDGE; LLJ requirements as per Section R3 17 New York State Residential Construciton Code. Jack stud with a single king stud 4 on exterior walls provide double 5111 plate(typical). TO MATCH EXISTING 51MP50N C520 PITCH 12 CONNECTOR(TYP. ALL) ARCHITECTURAL ASPHALT Install carbon monoxide detectors as per code. 52 �_ 12 Q Z • Provide Insulation baffles at Cave vents between rafters and soffit vents as Indicated PROVIDE CRICKET BEHIND O.'' ROOFING WITH 1 5# FELT FOUNDATION NOTES: on lan5 �� 2X/o —�s U O P EXISTING RIDGE AT NEW (� R•R. @ / OVER g" CDX PLYWOOD • General contractor to review plans, elevations and details to determine • Exterior flashing Is to be adequately Installed at all connections between roofs, walls, ROOFLINE INTERSECTION ��\0 K6i,O,C WITH ICE �WEATHER SHIELD C) L— Intended heights of finished floor above typical grade. 2x8 C.T. — — — @ PERIMETERS *VALLEYS C) chimneys, projections and penetrations as required by approved con5trction practices. _ @ I G O.C. (r) lf� • Footings shall bear on undisturbed soil within bearing capacity of 1.5 tons/sq.ft. FLOOR PLAN NOTES: O STORAGE ATTIC 2x4 STUD FRAME PARTITION 0 • Concrete shall be FC = 3,500 PSI @ 28 days Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWING52"X 12" LAYOVER PLATE - ON EXISTING EXTERIOR WALL S • Concrete on 4"sand or g "ravel fill minimum, with GxG - I C/10 welded wire mesh BUP TO NEW CROSS TIES OLT TO RAFTERS W/8" r/NG reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor • All interior walls to be covered with 2gypsum board with metal corner reinforcing. All LAG BOLTS WASHERS ��� S REMOVE EXISTING barrier. Welded wire mesh 15 to be placed in the top third of the slab and 15 to be drywall products, including gypsum board, screw,Joint compound, tapes*trim shall be U.S. R SOFFIT IN NEW AREA; adequately supported by precast concrete bar supports to assure that the reinforcement Gypsum Co. or approved equal. All Joints shall receive 3 coats of joint treatment. Sand final _ _ PROVIDE BLOCKING coat to a uniform smooth surface. All walls, ceiling and interior of closets to be taped and BETWEEN RAFTERS PROVIDE CS I G FLOOR Is held in position during concrete placement and finishing. s ackled, 3 coats, read for paint.p y p TO FLOOR STRAPPING ❑ • Isolation joints are to be Installed between the slab and the walls. Use preformed _J 2x 1 2 C.J. @ I G" O.C. • Insulation ratan sand installation locations as indicated on floor lans 4 sections joint filler that is to be cut I/2" below the slab surface and the resulting Joint Is to be filled g p EXISTING LIVING SPACE 2x4 STUD FRAME EXTERIOR � l with an elastomericjoint sealant. TO REMAIN, ALL AREAS 2x 1 2 LEDGER; TECO WALL @ 16" O.C. w/ R-13 INSULATION, U • Walls common to garage and house to have a layer of 8"fire rated gypsum board at JOISTS z " CDX PLYWOOD SHEATHING. • asonry General contractor to Install cop-r-tex(or copper)sheet metal termite 5heild5 garage side with 5'-0" return on adjacent walls 4-ceiling. Provide 2 layers of 8"fire rated 0 between all wood surfaces that are exposed to concrete or msurfaces. gypsum board on all engineered lumber as required by manufacturer specifications DOOR TO MUDROOM HOUSE WRAP SIDING TO MATCH c: RELOCATED TO HERE; w • Dampproof exterior of foundation wall with a bituminous coating; Foundation PROV. 3- 2x8 HEADER .. _ excavation Is not to be backfilled prior to the installation of the floor framingABOVE a 0. o of Lu Q 4"x6 DECK BOARDS AS -' NOTCH JOISTS TO PLATFORM SURFACE o SIT ON GIRDER RAFLANDING 2"X G" ACQ LEDGER;TER EXISTING FLOOR STRUCTURE TO REMAIN 2x6 D.J. SEE LEDGER NOTE FOf NOTCHED RAFTER U RAFTER RIDGE RIDGE RAFTER I G O.C. 2x6 D.J. OW IL 0 2"X G" ACQ LEDGER BOLTED Gil O.C. 2- 2x8 ACQ GIRDER, TOP PLATE a— TOP PLATE TO HOUSE FRAME WITH 5" 4x4 POST w/ POURED 2 — o "LEDGERLOK' SCREWS @ I G"O.C.; ooen �R/ CONCRETE FLARED WALL STUD WALL STUD HANG JOISTS FROM LEDGER WITH �� � FOOTING 20"X 8"d. _ SIMPSON LU28 CONNECTOR rAll � �,`^` TYPICAL RIDGE TO RAFTER 5TRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTIONBRING FILL UP AS REQUIRED a TO LEVEL GRADE UNDER NEW SLAB; EXISTING BASEMENT- COMPACT ACCORDINGLY BEFORE FOUNDATION WALLS, POURING SLAB FOOTINGS FOOTINGS, SLAB FRAME ALL TO REMAIN U 2ND. FLOOR WALL STUD KING STUDS Z WOOD JOIST I 2ND. FLOOBP PLATE F OOR CRIPPLE STUD BUILDING I I II BLOCKING RIM BOARD HEADER SECTION B _Z 15T. FLOOR TOP PLATES JACK STUDS 5CALE: 4" = I '-Oil o WOOD GIRDER 10 15T PLOOR WALL STUD Z in r JOIST FRAMING OVER WOOD GIRDER TYPICAL HEADER CONNECTION U m z . TYPICAL MULTI-STORY CONNECTIONS LU y SILL GASKET WALL STUD O z ® PROVIDE 112"SPACING BOTTOM PLATE o TERMITE SHIELD BETWEEN THE END STUD SUB FLOOR DBL.SILL PLATES ® W AND THE 2 OTHER STUDS (TO OVERLAP JOINTS DOUBLE JOIST FOR ALLOWING CONNECT CORNER STUD HOLDDOWN INSTALLATION TO TRAN5PERSHEAR FOUNDATION WALL FASTEN WITH(2) I COMMON NAILS Q G"O.C. - ^,- ` SIDEWALL ENDWALL DOUBLE JOIST FOR NON-BEARING WALLS SILL PLATES TO FOUNDATION ANCHORING ., i --A t SHEAR WALL CORNER CONNECTION J CONSTRUCTION DETAILS WIND LOAD PATH CONNECTION DETAILS NOT TO SCALE PAGE: