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HomeMy WebLinkAbout40009-Z of F04 Town of Southold 2/23/2017 0 P.O.Box 1179 d' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38843 Date: 2/23/2017 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 990 Bridge Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 97.4-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/3/2015 pursuant to which Building Permit No. 40009 dated 8/13/2015 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: "AS BUILT"ALTERATIONS AND ADDITIONS INCLUDING DECK, COVERED FRONT ENTRY, UNFINISHED BASEMENT AND GARAGE ALTERED TO LIVING SPACE IN AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Lindner,Louise of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40009 10-06-2016 PLUMBERS CERTIFICATION DATED 12-17-2015 Hi ech Plumbing (70 ed Signature �g11FF0(,YC TOWN OF SOUTHOLD A& � BUILDING DEPARTMENT TOWN CLERK'S OFFICE oYti 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#: 40009 Date: 8/13/2015 Permission is hereby granted to: Lindner, Louise PO BOX 350 Cutchogue, NY 11935 To: "As Built"- construct alterations to an existing single family dwelling as applied for. At premises located at: 990 Bridge Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 97.-1-17 Pursuant to application dated 8/3/2015 and approved by the Building Inspector. To expire on 2/11/2017. Fees: CO -ALTERATION TO DWELLING $50.00 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $662.40 Total: $712.40 r r lf ` e _B ' ding Inspector pF SO(�r�®l 0 Town Hall Annex ,yL Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® roger.richert(aD-town.southold.ny.us Southold,NY 11971-0959 �yc4UNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Lindner Address: 990 Bridge Lane City: Cutchogue St: New York Zip: 11935 Budding Permit#: 40009 Section: 97 Block: 1 Lot: 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Harvard Electric License No: 47017-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 41 Ceiling Fixtures 16 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 9 Wall Fixtures 10 Smoke Detectors 4 Main Panel 200 A/C Condenser 1 Single Recpt 2 Recessed Fixtures 32 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 200 Switches 42 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Combination Smoke/CO Detector, 3- Exhaust Fans, 10 ARC Fault Circuit Breakers, 1- Well Pump. Notes. Inspector Signature: Date: October 6, 2016 0-81-Cert Electrical Compliance Form As Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: ✓ (check "one) Location of Property: ��cf 1 Gl5A L-akLe House No. treet Hamlet Owner or Owners of Property: �e ye rChGc,rj-e.5 Suffolk County Tax Map No 1000, Section OV) Block 01 Lot Subdivision Filed Map. Lot: !I Permit No. WO Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ J Applicant Signature FROM SOUTHOLD TOWN PLANNING BOARD FAX NO. 631 765 3136 May. 18 2001 02: 19PM P1 IA— Tuwn Hall,53095 Main Road 09 me Fax(516)765-1823 P,O, Box 1179 Telephone (516)765-1802 Southbld, New York 11971 •��- ���' D GC��O V L n �0 FICE OF THE BUILDING INSPECTOR FEB 1 7 2017 TOWN OF SOUTHOLD R T I F I CAT I O N BUILDING DEPT. C $ TOWN OF SOUTHOLD DATE Building Permit No. Owners L6w6-e— (please print) Plumber: (please. print.) I certify that the solder used in the water supply system contains less than 2/10 of 1.% lead. umbe' s Signature) RICWD!FEENAN Nomy Public,State of New York No.01FEW4M1-Suft County Tenn Expires Sept.8„$Q1L_ Sworn to before me this day of ` tib Notary Public, County Int f so MUM, TOWWOF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST ROUGH PLUMBING [ ] FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL ] FIREPLACE & CHIMNEY' FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION [9ZELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: n DATE . INSPECTOI17i� rsf so coulm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO I R I FOUNDATION IST 7 G?HPLUMBINIG FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: _c> lee, W ,j Wf - DATE . to INSPECTOR—jef2� � �o��OE SOUTyolo . . oou�m,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTlf� [ ] FOUND -IONAST [ ROUGH PLUMBING [ ] FO DATION 2ND [ ] INSULATION [- FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �z DATE - S INSPECTOR- pF SObry� �ycOUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' - FOUNDATION 1ST [ ] 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: i A "I peuv.., �rr- &6 nit-) p� ns .Q,�m 1 �► �io�-I- v ,� s yrs�reoJ W cm r Q �w dw DATE INSPECTOR OF SOUly�lo G Q WO �O • �O d �'�cvuHn,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTORT71)?���� SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL INAL) REMARKS: & A-<< Otk oro,(L 6 (, hA� p V- , cbtg &4k4DIJ wlljvl� T::f-PA 0,-Y 4C�-- oK ve DATE INSPECTOR MUMAINVIM 1 ' !"MA rm ATWORAMA Fill- r 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 PERMIT NO. �( Check Septic Form N.Y.S.D.'E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form (� f Contact: Approved ,20 Mail to: Disapproved a/ ' Phone(,,, Expiration ,20--L-7- __ 0__(__Z - -- But ding sp v PPLICATION FOR BUILDING PERMIT r),) FAU2015 '� 20 - 3 Date INSTRUC'fIONS � ' a. This application_MLJST—be co pletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets o 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 B•uilding'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 wlio'le,or irilpart 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 Build_ing 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,Depiartment 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 rem"oval 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 plicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises C'Nhtarl-es 5(f !T ze,1 'W'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. LoP0gra n of land on which proposed work will be done: ,c- La h-e,l ho�� House Number Street Hamlet County Tax Map No. 1000 Section Block• .+ ' '� .�,`t Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of pre ses and intended use and occupancy of proposed construction: a. Existing use and'occupancy S b. Intended use and occupancy 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 tiling 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 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 ' ' =`' Re°af • Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase NanT6 ofForin'et Owner 11. Zone or use district idwhibh`premises are situated"""' • ,,, ,, 12. Does proposed construc-tionviolate any zoning law,;ordinance or regulation? YES• NO / 13. Will lot be re-graded? YES NO ,- Will excess fill bef6moved from premises?YES NO P/ 5,1 X. vell 0 .st• . . 14. Names of Owner of premises . 2,eY7 Address 5d-S— ar,NL( ,, ',Phone No.q17- 75D'-7`f!E;j Name of Architect 019, les -0hamaS .' Address PDikC 1,,77L i,e�&orie No,h 3/-7;)-7-7,9 3 Name of Contractor �'1/l�c 146f-z- Addtess-5PPvbev Li-,;- ., -PhoneNo.1c,31 �J Y V4411-'M (1 -71 a- 15 a. Is this property'within•100 feet'of a tidal wetland or a•=freshwatet`'wetland? *YES NO " * IF YES, SOUTHOLD TOWN TRUSTEES_ &D.E.C. PERIv1ITS MAY'EE REQUIRED. b. Is this property within 300 feet of a tidal wetland?.* YES" * IF YES, D.E.C. PERMITS MAYBE 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 being,dulyt sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (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. S orn to before me thi rc� day of 20 CONNIE D. BUNCH Notary Public Notary Public,State of New,York Signature of Applicant No.01 BUsi&rQ 0 QuallPied In Suffolk County Commission Expires April 14,2 6/I Scott A. Russell 0°5%J1TQ/r., STO]KI��l WAT]EIK SUPERVISOR W MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 /]� 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town wn of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) Eld A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑U C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. [3[2(E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. 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. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date r �j District Q NAME. jD-f� ! � ' q �a Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information. y. ��P ffrirphorc Num6rrl Reviewed B — — — — — — — — — — — — — — — — Date: Property Address /Location of Construction Work: — — — — — — — — — — — — — — — — — �,/ �� Approved for processing Building Permit. GL Stormwater Management Control Plan Not Required. ® Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 f3F s0�jy�� Town Hall Annex S4375 MLn Roast Telephone(631)765-1802 l cn ax(o3i)7o"5- 5 2 P_O. Box 1I79 G ` oQ roger-richert(,town-s)outhAd ny us Southold,NY 11971-0959 Q ,� BUILDING DF.PARTNfCNT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: r l 13bl��Nr�n ( � Datr =Company Name: ,?�;2� ELS 4_C Name: License No.: — t Address: ZZ � � � Phone.No_: 3 DG b] 1. JOBSITE (NFORMATfON: (''Indicates required informaffon) I *Name: � - *Address'-, *Cross Street- I *Phone No_: \ . Permit No.: b Tax-Map District: • 1000 Section: Block: Lot *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ' TUU 4 w�IZE b (Please Circle All That Apply) *Is job ready for inspection: �O- Rough In Final *Do-you creed a Temp Certificate: YES I NO Temp Information (If needed l Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other 'New Service: Re-connect- Underground Number of Meters Change of Service verhead kdditional Information: PAYMENT DUE WITH APPLICATION 4-8 67� � ' ra LE:' w��-t�- ,vim►� 82-Request for Inspection Form off' or SO!/T�,OI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road CA Fax(631)765-9502 P.O.Box 1179 G • Southold,NY 11971-0959 -POUNT`I,� December 6, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Matthew Klotz 5 Amber Lane Wading River, NY 11792 Re: Seltzer, 990 Bridge Lane, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (AII permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 40009 - Alterations CERTIFICATE OF LIABILITY INSURANCE °A'E`"""`°°"Y""' 08/03/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terns and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME Lisamarie Labozetta AS en A PHONE enc InC p 9 Y . (AIC_ • 631-471-7575 (AIC NO).63"89-2439 191 Ronkonkoma Avenue A� ; lisa@aspen-ny.com Ronkonkoma, NY 11779 INSURERS AFFORDING COVERAGE NAIC 0 INSURED INSURER A: Rutgers Casualty Insurance Co Matthew Klotz INSURERS: DBA: Matts Carpentry INSURERC: 5 Amber Lane INSURER 13 Wading River, NY 11792 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: 00000000-0 REVISION NUMBER: 4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILS TYPE OF INSURANCE ADDL SUBR POLICY EFF I POLICY EXP I POLICY NUMBER MMIDD MM/DD LIMITS A COMMERCIAL GENERAL LIABILITY SKP-07072015-1 07/07/2015 07/07/2016 EACH OCCURRENCE $ 11000,000 CLAIMS-MADE ®OCCUR DAMAGE TO RENTED PREMISES Ea occurrence) S 100 000 MED EXP(Any one person) $ 5 000 PERSONAL&ADV INJURY S 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. GENERALAGGREGATE S 2,000,000 POLICY❑JE O- �LOC PRODUCTS-COMP/OP AGG S 2,000,000 OTHER: $ AUTOMOBILE LIABILITYCOMBINED SINGLE LIMIT $ F,,cadent ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) S HIREDAUTOS AUTOS NON-OWNED PROPERTYDAMAGE AUTOS $ (Per acadent S UMBRELLA UAB OCCUR EACH OCCURRENCE S EXCESS LIAB HCLAIMS-MADE AGGREGATE S DEDRETENTIONS $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? ❑ NIA EL EACH ACCIDENT S (Mandatory in and E L DISEASE-F1�EMPLOY S If yes,desrnbe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Carpentry CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 54375 ROUTE 25 Southold, NY 11971 AUTHORLZED EPRESENTATIVE � r LIS ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD Printed by LIS on August 03,2015 at 12:16PM n New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone:(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE "^^^^^ 130522157 MATTHEW KLOTZ DBA MATT'S CARPENTRY 5 AMBER LANE WADING RIVER NY 11792 POLICYHOLDER CERTIFICATE HOLDER MATTHEW KLOTZ DBA MATT'S CARPENTRY TOWN OF SOUTHOLD 5 AMBER LANE 54375 ROUTE 25 WADING RIVER NY 11792 SOUTHOLD NY 11971 1 11 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 12367081-3 928148 07/21/2015 TO 07/21/2017 7/31/2015 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.2367 081-3 UNTIL 07/21/2017, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 07/21/2017 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 30 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling(888) 875-5790 VALIDATION NUMBER:704760561 U-26.3 1 CERTIFICATIONS HEREON SIGNIFY THAT THIS PLAT OF PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A RECENT SURVEY MADE UNDER MY DIRECTION IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE LAND SUVEYORS SY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON WHOM THE SURVEY WAS PREPARED AND ON THEIR BEHALF TO THE TITLE COMPANY, GOVERNMENTAL.AGENCY AND LENDING INSTITUTION UMED HEREON.THIS CERTIFICATION IS ONLY FOR THE LANDS DESCRIBED HEREON, ITS NOT A CERTIFICATION OF TITLE, ZONING,OR FREEDOM FROM ENCUMBRANCES. CERTIFICATIONS ARE NOT NOT TRANSFERABLE TO ADDITIONAL OR SUBSEQUENT OWNERS. LAND NOW OR FORMERLY OF OTIS DAVIDS S 43010'20" E 206.28' — — FE 0.5's I h � N M M 0 0 o 0 a otoll o z � 547 1 STORY FRAAM I I F oy 1 DWELLING GAR O 0 1.3N I m 48.6' I o I 0 55.0' 20.3' �` OVERHANG o a o N Q It Z o � tn 901' N 43 050'00" W 181.00' Map THE OFFSETS OR DIMENSIONS SHOWN FROM THE IMPROVEMENTS TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE,AND THEREFORE ARE NOT INTENDED TO BE USED AS A GUIDE IN THE ERECTION OF FENCES, WALLS,POOLS, PATIOS, BUILDINGS,ZDTIONS TO BUILDINGS OR ANY OTHER IMPROVEMENTS. SUBSURFACE AND ENVIORNMENTAL CONDITIONS NOT SHOWN. PROPERTY CORNER MARKERS WERE NOT SET AS A PART OF THIS SURVEY. EASEMENTS AND OR RIGHTS-OF-WAY OF RECORD, IF ANY, NOT SHOWN. PJM LAND SURVEYING PLLC UNAUTHORIZED ALTERATION SURVEYING, ADDITION TO THIS SURVEY IS A 132 CLYDE STREET/SUITE 16 VIOLATION OF SECTION 7209 OF WEST SAYVILLE,NY 11796 NEW YORK STATE EDUCATION LAW, TEL:631-563-0400 FAX-631-563-5808 PJMSURVEYING®AOL.COM LOT:----- REVISIONS MAP OF:DESCRIBED PROPERTY FILED:----- NO:------ COUNTY: SUFFOLK SITUATE:CUTCHOGUE TOWN OF SOUTHOLD COPIES OF THIS SURVEY MAP NOT CERTIFIED TO: TITLE NO.:EA1304-S BEARING THE LAND SURVEYOR'S EMBOSSED SEAL AND SIGNATURE WESTCOR LAND TITLE INSURANCE COMPANY AND VALID COPY CONSIDERED A TRUE EQUITY TRUST COMPANY, CUSTODIAN FBO CHARLES M. SELTZER IRA PROJECT NO.:2015-89 D 0 24115 DRAWN:PM CHECKED BY:PM SCALE: I"=401 DISTRICT: 1000 SECTION:97 BLOCK:01 LOT(S): 17 REScheck Software Version 4.6.0 Compliance Certificate Project Seltzer Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 990 Bridge Lane Charles Seltzer Charles Thomas Cutchogue, NY 57 North Haven Way Charles Thomas Architect Sag Harbor, NY 206 lincoln st 917 7507451 Riverhead, NY 11901 631 727 7993 Compliance: 2.3%Better Than Code Maximum UA: 86 Your UA. 84 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Glazing Assembly or R-Value 111-Vallue or Door UA Perimeter IIJI-Factor Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 314 21.0 0.0 0.044 14 Ceiling 1: Flat Ceiling or Scissor Truss 314 38.0 0.0 0.030 9 Wall 1:Wood Frame, 16"o.c. 440 15.0 0.0 0.077 26 Window 1:Vinyl Frame:Double Pane with Low-E 98 0.360 35 Compliance Statement. The proposed building design described here is onsistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed bull ng as been igned to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version .6.0 nd to co ly with the mandatory require ents listed in the Ren-EScheck Inspection hecklist.Q P �jm Name-Title Signature batL5, A I �C % m, d�ok�" Project Title: Seltzer Residence Report date: 06/30/15 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\SELTZER.rck Page 1 of 6 REScheck Software Version 4.6.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # - Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.2 ;Construction drawings and ❑Complies [PR1]1 documentation sufficiently demonstrates energy code IE]Does Not 'compliance for the building ❑Not Observable envelope. IE]Not Applicable 103.2, :Construction drawings and ❑Complies 403.7documentation sufficiently x' ❑Does Not [PR3]1 :demonstrates energy code j ;compliance for lighting and ❑Nat Observable mechanical systems.Systems ❑Not Applicable ;serving multiple dwelling units must demonstrate compliance with the commercial code. 403.6 ;Heating and cooling equipment is: Heating: Heating: ;❑Complies [PR2]2 :sized per ACCA Manual S based Btu/hr Btu/hr T❑Does Not jo E on loads per ACCA Manual j or Cooling: Cooling: ;❑Not Observable ,other approved methods. Btu/hr Btu/hr ❑Not Applicable I i Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Seltzer Residence Report date: 06/30/15 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\SELTZER.rck Page 2 of 6 2010 New York Foundation Inspection —Complies? Comments/Assumptions ,Energy 303.2.1 ;Exposed foundation insulation ;❑Complies [FO11]2 'protection. ;❑Does Not ❑Not Observable ❑Not Applicable 403.8Snow melt controls. ;❑Complies [FO12]2 ;❑Does Not V ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2,11 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Seltzer Residence Report date: 06/30/15 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\SELTZER.rck Page 3 of 6 SectionPlans Verified Field Verified # Framing/Rough-In Inspection Complies? Comments/Assumptions & Req.ID Value Value 402.4.4 !Fenestration that is not site built i❑Complies [FR20]1 its listed and labeled as meeting ❑Does Not AAMA DMA CSA 101 I.S.2 A440 or has infiltration rates per NFRC 3 ❑Not Observable 1400 that do not exceed code - J❑Not Applicable limits. 402.4.5 'IC-rated recessed fighting fixtures 10Complies [FR36]2 {sealed at housing/interior finish ❑Does Not 'and labeled to indicate&It;= 2.0 cfm leakage at 75 Pa. ;' ❑Not Observable ❑Not Applicable 403.2.2 ;All points and seams of air ducts, ❑Complies [FR13]1 air handlers,filter boxes, and ❑Does Not 1 i building cavities used as return ' ;ducts are sealed. ❑Not Observable ❑Not Applicable 403.2.3 - ;Building cavities are not used as # ,❑Complies 1 [FR15]3 > educts or plenums. � �. I❑Does Not 1❑Not Observable ; j l❑Not Applicable 403:3" 'HVAC piping conveying fluids R- R- ;❑Complies [Mi7. ]2 above 105 9F or chilled fluids ;❑Does Not below 55 9F are insulated to R-3. { ;❑Not Observable ; ❑Not Applicable 403.4. ;Circulating service hot water R- R- ;❑Complies [FR1812, .i pipes are insulated to R-2. ;❑Does Not ' UNot Observable ❑Not Applicable 403:5 ;Automatic or gravity dampers are ; J❑Complies [F[119]2:° {installed on all outdoor air s i❑Does Not ; intakes and exhausts. ❑Not Observable i . ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) '2, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Seltzer Residence Report date: 06/30/15 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\SELTZER.rck Page 4 of 6 2010,Ne'w r York, -insulation'Inspection'. Complies? Cornvrients/Assumptions•- ' Energy 3:03.1,,-" -";AII installed insulation labeled or ;❑Complies [IN13]2 ', • installed R-values provided. ;❑Does Not ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) ,I2'z Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Seltzer Residence Report date: 06/30/15 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\SELTZER.rck Page 5 of 6 } sectionPlans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions ;& Req.ID Value Value - 402.4.2, :Building envelope tightness ACH 50 = ACH 50 = I❑Complies 402.4.2.1 Ivenfied by blower door test result: T❑Does Not [FI17]1 :of&It;7 ACH at 50 Pa.This Qgj :requirement may instead be met ; ;❑Not Observable ;via visual inspection, in which ;❑Not Applicable ;case verification may need to occur during Insulation i Inspection. I 403.2.2 ;,Duct tightness via post- cfm cfm I❑Complies [FI4]1 construction with maximum ;❑Does Not leakage of 8 cfm to outdoors,or 12 cfm across systems. For ❑Not Observable rough-in tests,verification may ;❑Not Applicable need to occur during Framing ;Inspection,with maximum leakage of 6 cfm across systems I and 4 cfm without air handler. 403.1.1 ;Programmable thermostats ❑Complies [FI9]2 {installed on forced air furnaces. ❑Does Not ❑Not Observable I ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 'Ion heat pumps. � ❑Does Not , }, { ❑Not Observable I ❑Not Applicable 403.46 ;Circulating service hot water ❑Complies [FI11]?' ','systems have automatic or ❑Does Not accessible manual controls. s ❑Not Observable € ❑Not Applicable 401°.3 ;Compliance certificate posted. ❑Complies ; [FI1]2 - I ❑Does Not 1 t ❑Not Observable ° I IE]Not Applicable 303.3 ;Manufacturer manuals for ❑Complies [FI18]3 I mechanical and water heating ❑Does Not ;equipment have been provided. ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Seltzer Residence Report date: 06/30/15 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\SELTZER.rck Page 6 of 6 2010 New York Energy Conservation Construction CertificateEnergy Efficlency Insulation Rating R-Value, Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.36 Door Heating .. Heating System: Cooling System: Water Heater: Name: Date: Comments 36" HIGH HANDRAIL ' PER CODE EACH SIDE OF STAIR ,� ,6 ,;R } h; ': ter»s 9 D x �'e: DATES FEE;- WOOD STEPS TO GRADE NOT] Y BUILDING DEZ"t"RsTMENT AT ar� FINAL LOCATION PER PROPOSED OWNER WOOD D1 E C K 765-1802 8 A"� 70 I I"." FOR 7HE ` �, 5/4" X 4" DECKING AS FOLLOWING INSPECTIONS: -� ARCHITECT SELECTED PER OWNER , 1. FQUNIDATIJN T'A'0 REQUIR�E.D w------�' (632 SF OF DECKING) FOR POURED CONCRETE 2. ROUGH - FRAMING & PLU`.'BING 3. INSULATION REVISIONS D E S C R I P T 1 0 N 41'-5" F 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. o ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW 54' 4" 14'-5" YORK STATE. NOT RESPONSIBLE FOR 1 . - - DESIGN OR CONSTRUCTION ERRORS. - 2 7'-2 " 7'_2 " 14'-8" CCDES OF NL:`:.' Y ; ', TOWN CODES niS RE t..ilEF-) �i�'-'� r'(1f� nrll.I� ()FFWG 2852 FWG 6068 2852 REMOVE XIS iI EXISTING SLDR NEW DOOR3ICE -0613 RD CENTER I DINING REPL6 CE j 7'-0" PLT HT (2) 2"X121' HDR .��._..,_ .__-_ „ ,,;;:r,,v,vii� AREA EXIST NG N UPSET FL H INTO (2) 046 (2) 046 246 _ _ _ _ RAFTS - — LINE OF 870” CLG (2) 2"X12" HDR (2)L-i 2"X12" HDR (2) 2"X12" HDR ® ® s © MONO N E 12'-0" T 2' 12'-0" 10'-3" 1 ° I DW DE ORi �""dam !� I fel(. ~1 /( r!` 0-Is _00 20 II _ _ ED F ARM Is L Y I I ,,$C PAN0`Y OR J �' _ - - �o LINE OF TRAY CLGI — I I — — — — — — — ��9 — — -� — R O M — — —` USES U \ LA �FUL r._.--- B E D R 0 0 M B E D R O O M ® 10 AFF I I RECONFIGURED 0—�ETOECTDR VIT fpUT CERTIFICATE SMOKE 0 O—DETECTOR I I O SMOKE DETECTOR N d O 1 N I � 11 �x0 D I N I N G L I I ,3'-s" OF OCCUPANCY co o I ( 1 U o I I X � ® R 0 0 M �u R F. r_ ... . RETAIN STORM WA ^OI°F U w R 1 0 Zo , 1ER RUt� Z Z LINE OF EXIST. 1 I N I ( Z w V1 PURSUANT TO CHAPTEl7 23G x p- I REMOVE EXISTING BRICK p ® WALLS , LECT�"5, CAT!_ OF THE TOWN CODE. N CO) N TO BE REMOVED I I v r; CHIMNEYTO BELOW FIRST C) CD `2 1 X — r o Z FLOOR DECK �Of �e la.(n WINE e LIN IC OS o 0 N w Q Z FRIG I COUNTER a w z5Z w X66 `� c�`� — —_— J pis, s�2 —_— — —_ — --t�— —� —T —�_— — -� — — 2068 POCKET DOOR N cA eoN i F v �� EXISTING RIDGE LINE OF EXIST. N 12 0 NTER PL UfvTBER CERTIFICATIO/V W RECONFIGURED pyo `v SMOKE ( ~_DE EMO CTOR 1 1 w x w z WALLS o A G ^AND FLOOR 3 " 8.. Ll CLOS ON LEAD CONTENT BEFORE TO BE REMOVED CERTIFIC,�TE OF OCCUP)"NCY BATH l �`-DErEcroR I ( a FRAMING TO PROVIDE 6'-8" o SH R N �1 , '� _ _ a MIN CLEAR HEAD ROOM l SOLDER USED IN KATEF� � � — — � � IIJI a � Q U FROM TOE OF STAIR TREAD "� ° SU,aPLYSYSTE1�a'Cq�,lM�1 125 CFM EXHAUST ° I I 1 = w &1_-_1 r•t� r110®�1�,� �✓T O z FAN TO EXTERIOR 6� HALL CLOSE LINE OF EXIST. (p O C� E X I S T I N G SMOKE �� �/ 1 v ,� 7 WALLS X F- O O DETECTOR L I TO BE REMOVED N o: L I V I N G R 0 0 M -- I W -G - 6 r- - �LJ x I I 00 I ° - LJ Z (V qRAG ° / / En ® LINE OF TRAY CLG — — — E PROPOSED 1 Z Q �J 3'-0" 3' O" 5'-0"\ 2'-9" - - - - - - - - -Et- - - © 10' AFF LOSET— - - - - - - - - - - I PLUMBING Q Q FIA�J TRY � I ALL PLUMBING WASTE _ &WATER LINES NEED I- � � w R CENTER FRONT I I 36"X72" TESTING BEFORE COVERING Q (\ M l � M A S T E R S DOOR ON EXISTING I TUB 1 � B E D R O O M sro ,� n n 11'-3" 1 - 8'-5" °11 11 > xLf) SMOKE (2) 2-X1 2" DR _ — _ _ — _ O SO DETECTOR � U 32" w SHOW " 30 8 0 % Z (2) 052 (2) 042 Ld 0 EXISTING kX6" CJ — — — — - WNN z 0 5'-0 ® 16 OC. x L_L_ PIEW R-3 INSUL — — — — 2"X10" EXISTING BAY Q EX STING ' 6" RR EXISTING 2"X6" RR Gi N TRELLIS CUT WINDOWS TO REMAIN PROPOSED 314 SF OF LIVING REA L E G E N D o 0 16" C. 0 16" OC. — — — — " — RAFTERS (CONVERT EXISTING GARAGE T LIVING) LJJ ;n 0 16' OC — EXISTING CD Q CLOSET — — O z (2) 2" 2" HDR 8"X8" POST —— — — — TO BE REMOVED -----= AS SELECTED N m (2) 3052 EXISTING PC STOOP BY OWNER - PROPOSE) FRAME WALL O AND STEPS 25'-1 " 5'-24" ry CD 3'-6" 14'-10 U 20'-1" PROPOSED W �1_,5-6 P F I R S T F L O O R P L A N SCALE: 1/4" - 1 0 C./ SCJ Charles M . Thomas _ - IIIIIHIIIIIIIIIIIIIII ilWl PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 1111 111 111 111 Wild 1111 111 1111 111 1111111 1111 111 1111 111 1111 1 111 111 U-1- 111 1111 11 PROJECT EXISTING BAY WINDOW TO REMAIN 3042 3042 3052 3052 3052 3052 EGRESS EGRESS — EGRESS EGRESS T F77 8"X8" PG; T S SELE _REMOVE EXISTING OVERHEAD DOOR PLAN / ELEVATIONS -RED CEDAR SHINGLES 5 1/2" EXPOSURE (REMOVE ALL EXISTING SIDING) ABY OWN D11 1 11 NEW INFILL FRAMING AND SIDING TTTT`TT Ell DATE: 06/23/15 PROJECT No. PROPOSED DRAWING BY. F. SOLIS E F R O N T E L E V A T 1 0 N CHK BY. DWG No. SCALE: 1/4 = 1 —0 " T1 OF THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. ♦ 5 qAT _ FMC ease >r O Y—� .,,..._....*.,_ :r'fr. ARCH ITECT e,-1O' 2,—e. EXISTING CTO_ RaCS r4-11W iHCl ROOF r ROOF 1r1Mtl1 ROOF �(iYP) 1(irP) I(irP) f I I R EXISTING E X 1 5 T I N 0 EXISTING REVISI S D E S C R I P T I O N E X I S T I N G BEDROOM BEDROOM FAMILY KITCHEN HOUSE� I I R O O M I I I I i I I I I I I I I I I I I I O *7 A E X I S T I N G c�1-I/2Y I -1-1 1 i/2Y d 1-1/2'V I-1 1%PV 1-1/2'V (b-2Y IUV I�� I�� IUM I ISIIK UV IUV - - - � E X I S T FRESH AIR INLET I I I S}pNER I I I I N 0 Sim EXISTING l6 I7 L I V I N G R 0 0 M D I N I N 0 FIRST FLOOR O R O O M 1-Ig i-1/2' 1-1/Y I-I/Y s -' ca E X I S T I N G 1.1�r s r s M ASTER BEDROOM tI-r CONNECT TO APPROVED P.V.0 PIPE PITCHED `-, F.A.I. k SANITARY SYSTEM AS PER N.Y.S.CODE PLUMBING RISER DIAGRAM EXISTING SCALE: N.T.S F I RST FLOOR PLAN SCALE: 1/8" = 1'-0" 41'-5" 9'-8 .. 9._8 .. 9._8 „ 9._84,. 1'-4" 1'-4" w WOOD STEPS TO GRADE — —NUMBER OF STEPS TO BE — 1 DETERMINED ON SITE — — — — — — — 17 — L — LINE OF DECK ABOVE — — 12 >� SONO TUBE ON - - - - - - - - - - - - - - - - - - 24"x24"x12" FOOTINGS R MIN 36" BELOW GRADE l I- 1 (MUST BE VIRGIN SOIL) N _ _ _ _ _ �- DECKING AS SELECTED PER OWNER �(3) 2X12 ACQ GIRDER (3) 2X12 ACQ GIRDER (3) 2X12 ACQ GIRDER (3) 2X12 ACQ GIRDER TECO EACH JST lL — J L L L L — Jl TO GIRDER Z � w 2"X10" ACQ RIM JST 2X10 ACQ DECK JST @ 16" OC 41'-5" �A0 —� POUR IN PLACE GIRDER (3) 2X12 ACQ GIRDER Q HOLD DOWN (EACH PIER) ITI 10 R Q = E) �_ rn �'-pi 12" DIA POURED CONC I I"f � > — SONO TUBE PER I #5 BAR 18" UP NTO 1O o �I O U to O ! , o r EACH SONO TUBE I 0 O �J ' L — J� 6" BED INTO FOGTING O l al Q= Z z t0 � Ir. O 24" X 24" X 12' POURED CONC 0) l L i LJ O O FOOTING (MIN 36' BELOW GRADE) of N ® l z r =l lN�- / JI I II L.11_ W 2"X12" �O LEDGER � � O Uj CDo z 2"X12" ACQ LEDGER N ry m N O i�J Z� OZ f STORAGE XS l W u- ® �j 3 Li PROPOSED DIRECT z VENT GAS BURNER AND 3'-0" HOT WATER HEATER l N J EXISTING CHIMNEY BASE -, TO REMAIN v Ig � CU Z OO- 1 HOUR RATED 5/8" —j O1 SHEET ROCK ABOVE `D I l BURNER PER CODE z ®3 REMOVE EXISTING MECH 13'-5" w UNFINISHED l cn z EQUIP AND RELOCATE X C E L L A R STORAGE F- N I� N (2) 2"x8" FLUSH w EXISTING GIRDER AND COLUMNS l NEW E0 FLOMA�CHFMAMNNG HOUSE FIN FLOOR Charles M. Thomas L.L ELEVATION cn 00 co°xDl °� NEW (2) 2"X8" JSTS \\ a r c h i t e c t c~iI —r MOVE WALL AND FLOOR ivl i� i�, ® 16e OC. NY 11947 (631) 727-7993 0 EXISTING CELLAR SLAB ' I PO BOX 877 JAMESPORT, cn FRAMING TO PROVIDE 6'-8" NEW R-21 INSUL 0_ 0 z TO REMAIN M MIN CLEAR MEAD ROOM i 0 rn FROM TOE OF STAIR TREAD ~ ~ LL- „ X X PROJECT 0 Of 12'-0 w EXISTING GARAGE � ®3 FURRED OUT ICONS. WALLS SLAB TO REMAIN. X z W/2"LINSULATION " L STQDS l NEW FRAME FLOOR w 0 1SHE T R6CK ABOVE R-1 l I 0 8"X16" CMU INFILL DATE! 06/23/15 PROPOSED PROJECT Na. C E L LAR D E C K F R A M I N G P L A N DRAWING BY. CHK BY. SCALE: 1/4" = 1'-0" DWG No. FAI- 002 -0 2 OF THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT,VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TOP PLATE FRAMING TO ACCOMADATE TABLE R 301.7 a , CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING - R 6 0 2. 7. 2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/180 I; SLOPES THAN 1 W/NO TOP PLATES FINISHED CEILING SECOND STORY TOP PLATE- WW MM TABLE 3.1 ATTACHED TO RAFTERS a; TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTAL�� �IN STUD INTERIOR WALLS AND H/180 ', JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS �,. FLOORS AND PLASTERED L/360 BE CUT OR NOTCHED BORED HOLE MAX CEILINGS STUD FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX SEE DRILLING AND SEE DRILLING AND / NOTCHING PROVISIONS OF STUD DEPTH MEMEBERS DIAMETER 40� z BOTTOM PLATE NOTCHING PROVISIONS EXT. WALLS W O WFCM SECTION 3.3.1.1.1 WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL / PLASTER OR H/360 OF STUD DEPTH 1 3 SPAN 1 3 SPA NSTALLED IN ACCORDANCE 5/8" MIN. TO EDGE STUCCO FINISHE d NAIL AT 6" O.C. WITH WFCM TABLE 3.1 EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE ALL PANEL EDGES) NTH BRITTLE(b) FINISHES a ° T 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(a) FINISHES NOTCH MUST NOT EXCEED BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH v TOP PLATE BAND JOIST ND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3-END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w d NAIL AT 6 O.C. deflection limits herein. AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40� AND 60� o BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE WALL CROSS SECTION OF CUT OR of the cantilever. DOUBLE AND NO MORE THAN TWO 5/ MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of LAP JOIST 3 IN. MIN. CUT INTO STUD - glass or sandwich panels, the total load deflection shall not AND SO BORED BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of zo WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall OR BLOCKING L INSTALLED IN ACCORDANCE WFCM 2001 SBC HIGH WIND EDITION not exceed L/120 j00 • 16d NAIL AT 24 O.C. WITH WFCM TABLE 3.1 TABLE R 301.2.2.2.1 WFCM 2001 SBC HIGH WIND EDITIONUj 00 SILL PLATE ° JOIST ��° 8d NAIL AT 6" O.C. ON ALL SECTION 3.4.3.1 .1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A CRAWL SPACE SUBFLOOR � FRAMING MEMB, RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS OR BASEMENT • FOUNDATION MONOLITHIC EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING SLAB-ON-GRADE (b) INSIDE CORNER DETAIL FRAMING EDGESBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING NOTCHING AND BOIRED HOLE LIMITATIONS ROOF ONLY 1,0 1.2 BEARING WALL FOR EXTERIOR BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 1.1 2x4 CONTINUOUS 0 TYPICAL WALL, FLOOR 8c ROOF FRAMING- 1 WALLS: R602.6 (1 ) 8c (2� LATERAL BRACE AT 6' O.C. ^ FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) (- O JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED w WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS co W ('4 FOR WOOD STRUCTURAL PANELSROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST 0 W FASTENER SPACING FEESTUD TO RAFTER Z FASTENER 2 FEET 4 FEET 6 FEET BLOCKING SECTION A-A DEE PLE TUD PI TUD TO STUD DETAIL GABLE END TRUSS n PANEL SPAN < PANEL SPAN < PANEL SPAN < PANEL SPAN ENDWALL TONNECTORS 0 TYPE K 2 FEET < 4 FEET < 6 FEET < 8 FEET 1/2' SPACING A A R QUIRED t1/ U) ALLOWS " 'r " „ „ „ HOLDDOWN 10-8d 0 2 D S($I3 16 16 12 g INSTALLATION NAILS � FHEADER STUDS ---FULL LENGTH 5d COOLER NAILS AT 10" O.C. 0 = Q WO�Di' # 16" 16" 16" 12" DOUBLE A A WA STUDS F- SCREWS SATT A DIME ° ° CORNER STUD NOTE: 2"x4" BLOCK NAILED TO EACH ° CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS a. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. HOLDDOWNo TRANSFER SHEAR AT EACH END OF HEADER AND b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. (HDU) o ° ° N UP AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD Z ° NOTE: SIMILAR CO NEC R ADDITION TO CONNECTORS AT Q W c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. ° CONNECTION AT 5d COOLER NAILS AT 7" O.C. ° FOUNDATION. I�L R UIR WALL STUDS AND AT TOP AND d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE 2-16d COMMON BOTTOM OF CRIPPLES 20 GAUGE STRAP W ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE SIDE WALL ° o NAILS AT 6' O.C. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS WITHDRAWAL CAPACITY OF 490 POUNDS. n END WALL - � e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ; I sueFLooR ( WFCM FI G U R F 3. 7 b ) CONNECTIONS FOR OPENINGS Q Uj W EXTERIOR WALL STRAPPING SCHEDULE ; I w 8d NAIL AT 4 O.C. ENDWALL STUDS AREA HOLDDOWN USED / LENGTH NAILS OF CAPACITY OF HOLDDO NS NOTES ; I � FACE OF FOOTING CEILING BRACING GABLE ENDWALL RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER BAND JOIST Of C1.Of W 12" MAX. ( WFCM FIGURE 3 RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER ) 8-8d TO STUD CONNECTION o . 7AILS BASED ON 2-8d TO PLATES I o o SHEAR WALL REQUIREMENTS FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD CONNECTION -'i ' w / s� r �, TOP PLATE Q w O STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD I-- PROVIDE RAFTER TO 4-8d TO PLATE , ° �� H NO CEILING CENTER 2x BLOCKING RIDGE HANGERS IF RIDGE TENSION STRAP o H/2 BUT NEED qOT �� H/ BUT NEED NOT DIAPHRAGM ON SHEATHING JOINT USE 8-8d COMMON NAIL S O * NOTES: o ° EXC ED 15 FT. AX. 'l REQUIRED RAFTER TAILS ARE NOT ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL E CEED 40 FT. MA EACH END OF 1-1/4 0 CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND ° ° ° CORNER STUD 15,/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP ~ N TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. (H�u�OwN o ° ° CONNECTED TO 0 GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW BASED ON SHEARWALL REQUIREMENTS Z ° ° TRANSFER SHEAR C EARANCE FROM SLOPES GABLE ENDWALL BALLOON FRAMING0 NAIL PENETRATION INTO FRAMING ISA oDOUBLE INSTALL THROUGH FIRST FLOOR SHOE. ° FLOOR TO FLOORFOUNDATION 0 PREFERRED METHOD n�HAIwARE CONNECTION a ' RAFTER Q w HOLD DOWN 8d NAIL AT 12 O.C.. ON o ALL FRAMING MEMBERS ROOF RAFTER BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES j WINDOW AND DOOR OPENINGS: GYPSUtM BOARD Z 20 20 GA. STRAP- W WIDE MIN. (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE /_16d NAIL AT RIDGE BEAM 3.7a & 4.7b) PHDS 24.. O.C. RIDGE TENSION STRAP DETAIL- � w/(8) 8d NAILS TABLE R301 . 5 NOTES Cz EACH SIDE ° V N FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. r- SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN TAB L E R 3 01 . 5 "- EDGES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND -- SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO NAILING SCHEDULE (TABLE 3.1, OR MORE CAPABLE OFADJACENT CONTATRUSSESING A WITH THE RECTANGLE 42 INCHES SAME WEB CONFHIGH BGUR2ATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE ■ >' A) OUTSIDE CORNER DETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOTINC ■� z BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. USE LIVE L0AD o� GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND SIMPSON STRONG TIIE HDU CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE 60 Simpson Strong - Tie SII SIZE PER MOST RECENT ATO�ALL PA O.L. (ALL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. EXTERIOR BALCONIES W d A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT n, A35- Chimney Framing TABLE R 3 01 . 2. 2. 2. 1 ° EDGES) ANY POINT ALONG THE TOP W ® e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR DECKS 40 WALLS. L ('3 ROOF RAFTER RIDGE DETAIL ® WOOD STRUCTURAL f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50 DEAD LOADSJ \_16d CO ®I PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED , L ® ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o 3 SCALE: N.T.S. I� NAILING SCHEDULE NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED ROOF CEILING ROOF CEILING (TABLE 3.1, WCFM 2001 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 LOAD REQUIREMENT. (�'� Co DEAD LOAD DEAD LOAD HIGH WIND EDITION) o g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS �V a „ z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ROOMS OTHER THAN SLEEPING ROOMS 40 WALL SUPPORTING 15 PSF OR LESS 25 PSF OR LESS 8d NAIL AT 6 O.C. ON ``' CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ROOF ONLY 1.0 1.2 ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS AT PANEL EDGES AND (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 30 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO ° ROOF PLUS ONE STORYT1.0 1.1 ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS Q• ° e FRAMING MEMBERS NOT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER 40 AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE GUARDRAILS AND HANDRAILS 200 Simpson Strong- Tie TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS HDU MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: E X TE R I 0 R C O R N E R FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY ('2 C 0 R N E R BRACING DETAIL OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2:12. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED SCALE: N.T.S. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. I (TABLE 3.2 B WFCM 2001 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the ( TABLE 3. 1 WFCM HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2001 SBC published by The American Forest and Paper Association. Non- Structural lements are based upon the New NAILING SCHEDULE CON CTIONS RESISTING LATERAL & SHEAR LOADS GENERAL N 0 T E S: , MAX. ANCHOR BOLT SPACING (INCHES) York State RESIDENTIAL CODE January 2010. ANCHOR BOLT CONNECTION FOUNDATION NOTES 12,3,4 1. All works shall be performed in accordance with all state, , NUMBER OF NAILS RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances JOINT DESCRIPTION NAIL SPACING 1/2" ANCHOR BOLTS 30 sheet no. 1 having jurisdiction and best standards of construction LATERAL AND SHEAR LOADS 1 - 3 STORIES 5/8" ANCHOR BOLTS 45 All non engineered lumber to be Douglas Fir#2 or better practice. ' 4-8d PER RAFTER Wind Limitations-Section R301.2.1 The American Institute of Architects Conditions shall apply ! 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2 t RAFTER TO TOP PLATE TOE-NAILED 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE Design Criteria-Section R301.2.1.1. (See Table R301.2.1.2. for Wind-Born Debris to all work performed on this project. 4-8d PER JOIST LESSER OF THE TABULATED. Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any CEILING JOIST TO TOP PLATE TOE-NAILED 3. TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUM WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 3.4.4.2. FOR CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT SPACINGS SHALL BE MULTIPLIED BY THE APROPRIATE SHEATHNG TYPE ADJUSTMENT FACTOR Dead Load-Section R301.4 & R 301.2.2.2.1 discrepancies must be brought to the attention of the Architect IN TABLE 3.17D, BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Live Load-Section R301.5 prior to commencement of construction. me Contractor shall be 9-16d EACH LAP 4. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 110 MPH, WITH A TABULATED VALUE FROM TABLE 3.5 GREATER THAN 262 PLF, LATERAL Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3.5 Minimum Room Area-Section R304 except for hidden job conditions. z 6-8d PER TIE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and COLLAR TIE TO RAFTER FACE-NAILED (TABLE 3.10 WFCM 2001 HIGH WIND EDITION) g o Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period 2-16d EACH END SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, 0_ TRIM BOARD TO RAFTER (END-NAILED) OR PANEL SIDING FOR 8d COMMON NAILS Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety WALL FRAMING SEE NOTE 1) (INCHES O.C. 0 2" ANCHOR BOLTS) Exit-Section R311 precautions and programs in connection with the work, and he TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT 4' PERIMETER E Landing-Section R311.5.4 shall not be responsible for the contractors failure to carry out 16 Ramps-Section R311.6 the work in accordance with the construction documents. me EDGE ZONE F Stairway-Section R311.5 Architect shall not be responsible for the acts or omission by 1n TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE E 6 Handrail-Section R311.5.6 the contractor No changes shall be made in the documents LLJ 2-16d 24' O.C. INTERIOR ZONE 16 Guards-Section R312 and/or the buildingas designedexpressed written a STUD TO STUD FACE-NAILED F Smoke Alarms-Section R313 consent of the Architect. withoutthe HEADER TO HEADER FACE-NAILED GABLE ENDWALL RAKE AND RAKE TRUSS l6d 16" O.C. ALONG EDGES E 4 SEE Foam Fplastic-Section R314 5. The contractor and all subcontractors shall maintain continuous TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD F E Flame Spread and Smoke-Section R315 insurance coverage statutory policies (Worker E= NAIL SPACING AT PANEL EDGE (IN) Insulation-Section R316 3-16d PER 2X5 STUD F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Dwelling Unit Separation-Section R317 Compensation, etc.) and general liability in an mount not z 4-16d PER 22 STUD 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH Moisture Vapor Retarders-Section R318 less than $ 5 million and automobile liability and damage o 17 SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL 8E USED. Protection Against Decay-Section R319 coverage not less than $ 2 million. The Architect shall be v1 2-16d SEE NOTE 1,2 PER FOOT 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING named insured on any and all policies. > 00 FACE-NAILED ( ) MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Protection Against Termites-Section R320 To 6 INCHES o. C. Site Address-Section R321 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous Of 00 FLOOR FRAMING 3. TABULATED 6" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Accessibility-Section R322 insulation at all perimeter sills. 4-8d PER JOIST MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Elevators and Platform lifts -Section R323 7. All wood in contact with concrete or masonry to be Wolmanized JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED TO 4 INCHES 0. C. Flood Resistant Construction-Section R324 or pressure creosoted. 2-8d 4. TABULATED 4" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING 8. A single station smoke detector alarm device shall be installed BRIDGING TO JOIST TOE-NAILED EACH END MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Foundation-Chapter 4 in each bedroom, on all floors and shall be all interconnected per code. TO 3 INCHES O. C. Design based upon presumptive load bearing values of sandy gravel and or gravel 9 All bathroom without operable windows to be mechanically ventilated BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK at 3000 pounds as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST TABLE 3.10 WFCM 2001 HIGH WIND EDITION per square foot. Contractor to consult Arcitect if different soil materials are 10. Heating to be designed to provide 70 degrees F. with outdoor THREE SECOND GUST found upon excavation, designed air-temperature of 0 degrees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST MND SPEED(MPH) 85 or test hole, for alternative footing and foundation wall design.90 100 110 120 130 140 150 P 11. All electrical work to be in accordance to the rules and O 3-16d PER JOIST E F E F E F E F E F E F E F E F regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is BAND JOIST TOJOIST END-NAILED SHEATHING RAFTER Foundation Notes: to be presented to the Owner at the completion of the job. e- 3-16d PER JOIST LOCATION TRUSS MAXIMUM NAIL SPACING FOR 8d COMMON NAILS 5/8" Ancor Bolts SSTB-28 See chart on this sheet for spacing 12. Plumbing Installation to comply with State and Local codes I- W O BAND JOIST TO SILL OR TOP PLATE TOE-NAILED SPACING OR to D BOX NAILS (INCHES O.C.) / , ( ) P g and the sewage disposal system to meet Health Department standards. (SEE NOTE t) {INCHES OC) 8" poured concrete foundation wall, 8'-0' high, 3000 # test LL1 ROOF SHEATHING 13. Do not scale drawings. Use figure dimensions only. 07 N 12 6 12 6 12 s 12 6 12 12 12 12 12 Minimum depth-Section 403.1.4, 48 minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York 8d (SEE TABLE 3.10) INTERIOR 16 6 12 6 12 s 12 6 1216 12 6 12 6 12 s 12 16"x8" poured concrete wall footings, 3000# test g STRUCTURAL PANELS 19, 1z 12 12 6 1216 12 12 s 12 s 12' " Energy Conversation Construction Code. All glazed area to be double ZONE 24 6 s 2-1 3/4"x11 7/8 Microlom Girder (or 3 1/2"x11 7/8' Power Beam) glazed and all exterior door to have insulated cores. DIAGONAL BOARD SHEATING PERIMETER 12 6 12 6 12 6 112 6 12 z 6 1 6 1 1 6} 6 6 6 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier 15. The insulation protection as indicated on these plans exceeds W 2-8d PER SUPPORT EDGE 1g 2 z 12 + 4+ 4+ Damp proofing at exterior foundation below grade-Section R406 the Code's minimum standards. Z Q 1"X6" OR 1"X8" ZONE 24 ,z 3 3 3 3 + 4 + 30°x30"x12" deep poured concrete column footings, 3000# test 16. These drawings and specification are instruments of service and j 3-8d PER SUPPORT GABLE ENDWALL RACE OR RAKE TRUSS W OOKOUT BLOCK 6 6 6 6 6 s s 6 4 4 CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT shall remain the property of the Architect whether the > O 1"X10" OR WIDER GABLE ENDWALL RAKE OR RAKE TRUSS W/O RAKE OVERHANG 6 6 6 6 6 6 6 s 6 6 6' 6' 6' s' 6' s' Deck and porch flootings as noted, 3000# test, 48" minimum buried depth which they made pis executed or not. They may not be project for Q CEILING SHEATING BOARD SHEATHING on any other project except by written authorization of the Architect. < r l SHEATHING SIZE RAFTER Foundation wall to extend a minimum 8" above finished rade 17. Architect has not been retained for site supervision, on-site lJ 5d COOLERS 1» EDGE / 10„ FIELD TRUSS MINIMUM NUMBER OF 8d COMMON NAILS g GYPSUM WALLBOARD SPACING OR 10 D BOX NAILS PER SUPPORT All footing to be carried down to undisturbed soil inspection and certifications as required or requested by the Owner, Q WALL SHEATHING (SEE NOTE 1) (INCHES OC) No footing shall be set higher than a 30 degree angle from any other footing contractor or local building department. 1 X 8 OR 1 X 8 SHEATHING 12 - 19.2 2 2 2 2 2 2 z 2 2 2 2 2 2 2 2 2 Pour no concrete on frozen ground or in freezing water. 8d (SEE TABLE 3.10) 1 X 10 OR LARGER SHEATHING 12 - 19.2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Provide 3 1 2 steel lall columns. 0 Q STRUCTURAL PANELS / ' Y Backfill shall not be placed against the wall until the wall has sufficient FIREBOARD PANELS E= NAIL SPACING AT PANEL EGDE (IN) strength and has been anchored to the floor above, or has been sufficiently UPLIFT - CONTINUOUS PATH CONNECTORS 6d 3" EDCE 6" FIELD F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) braced to prevent damage b the backfill Section R404.1.7. 7/16" / 1. FOR ROOF SHEATING WITH 4 FEET OF PERIMETER EDGE OF THE ROO, INCLUDING THE 4 FEET ON EACH P 9 Y ( ) �- 8d 3" EDCE 6" FIELD SIDE OF ROOF PEAK, THE 4 FOOT PERIMETER ZONE ATTACHMENT REQUIREMENTS SHALL BE USED Floors - WFCM Prescriptive Method. USE SIMPSON STRONG-TIE CONNECTORS 25/32" / 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION. FOLLOW PRODUCT SELECTION GUIDE AND 5d COOLERS 1„ EDGE 10'� FIELD G>0.49. FOR FRAMING MEMBERS WITH 0.42<0<0.49. THE NAIL SPACINGS SHALL BE REDUCED TO 6' D.C. Draftstopping - Section R502.12 INSTALLATION MANUAL FOR HIGH WIND RESISTANT GYPSUM WALLBOARD / 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED Fireblocking - Section R502.13. CONSTRUCTION CATALOG C-HW02 W FOR COMMON NAIL HARDBOARD 8d (SEE TABLE 3.11) 4. TABULATED NAIL SPACING SASSUME A BUILDING LOCATED IN EXPOSURE B 8d z Q SEE TABLE 3.11 Floor Construction: ANCHOR BOLTS IN FOUNDATION USE: PARTICLEBOARD PANEL ( ) (TABLE 3.11 WFCM _2001 HIGH WIND EDITION) 3/4" plywood subfloor, fasten per Table 3.1 WFCM. SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie W - WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND Floor joists: see Foundation and Floor Plans, spacing as noted. NOTES FOR SPACING p W DIAGONAL BOARD SHEATING Fasten per Table 3.1 WFCM. U210 2X6 ' . I 2-8d PER SUPPORT LOADS EXPOSURE C 2-2x6 ACO sill with termite shield and sill seal. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER W 1"X6" OR 1"X8" SHEATHING LOCATION Finish floors per agreement. LTP4 16' O.C. AT EXTERIOR PERIMETER Q ry 3-8d PER S,IPPORT STUD SPACING BRACING WALL PERMITER MAXIMUM NAIL SPACING AND GARAGE/HOUSE COMMON WALL 1"X10" OR WIDER3-8d PANEL SIDING FOR 8d COMMON NAILS Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END 4-10d X. 1 1/2 FLOOR SHEATHING (SEENOTE Wallfroming and finishing shall be nailed and or screwed in accordance with K: (INCHES O.C. (SEE NOTE 3) (1/2" ANCHOR BOLTS) WFCM, Table 3.1 table 3.3B,sections 3,2.2.1, 3.2.2.2, 3.2.2.3, 3.2.1.7 GARAGE STUD GARAGE SILL PLATE USE: STRUCTURAL PANELS 4" EDGE ZONE E 6 1x6 fascia, wrap » „ �� 1B SSP CONNECTOR AT 16 O.C. NOTE: 1' OR LESS 8d 6 EDGE / 12 FIELD F 12 SEE NOTE 2 Overhangs as noted. USE 4 -8d NAILS AT EACH END E 6 Vinyl vented soffits. � ) ATTACH LEDGER TO FRAMING „ „ INTERIOR ZONE Alluminum utters and leaders. Siding: see Elevations. GREATER THAN 1° tOd 6 EDGE / 6 FIELD 16 F 12 Tyvek housewrap. RIM JOIST TO STUD CONNECTION USE: __VMEMBER WITH 2-1/2" X 5�� LAG 1/2" plywood sheeting, see fastening schedule, Table 3.1, 3.9 WFCM. MTS 56 16" O.C. "' DIAGONAL BOARD SHEATING g g BOLTS AT 16 ON CENTER (TABLE 3.11 WFCM 2001 HIGH WIND EDITION) USE j4)-8d NAILS AT EACH END " „ �� �� 2-8d PER SUPPORT 2x4x Studs ® 16 o.c, with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1 X6 OR 1X8 WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND 1/2" Gypsum wall board FLOOR MSTA 36, FL R 1"X10" OR WIDER 3-8d PER SUPPORT LOADS EXPOSURE C THREE SECOND GUST 5/8�°Type X GWB in garage. (2) layers �" GWB at fire partition USE i;4)-8d NAILS AT EACH END NAND SPEED(MPH) 85 90 100 110 120 130 140 150 1/2" MR GWB in wet areas 1. NAIL REQUIREMENTSAREA BASED ON WALL SHEATING NAILED 6" ON-CENTER AT THE PANEL EDGE IF WALL SHEATING IS STRUCTURAL SHEATHING At least one window in each Slee in room shall Com I with the exit re irements Simpson Strong-Tie sleeping comply q RAFTER TO STUD CONNECTION USE: E F E F E FIE FIE FIE FIE FIE F Of section R310. MTS 36, EACH ROOF RAFTER U210 2X6 �- N NAILED 3" ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR SHEATHING STUD Note drilling and notching limitations in figure R602.6(1) for bearing walls and USE 8 16d NAILS AT EACH END LOCATION SPACING MAXIMUM NAIL SPACING FOR 8d COMMON NAILS figure R 602.6(2) for non - bearing walls. RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST z ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. (SEE NOTE 1) (INCHES OC) OR 10 D BOX NAILS (INCHES O.C.) Follow exterior corner framing detail figure R602.10.5 H7 EACH ROOF RAFTER 4-10d X 1 1/2" () SHALL BE USED TO MAINTAIN THE LOAD PATH. 2. WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED INTERIOR 12 fi 12 6 12 6 12 6 112 16 12 6 12 16 112 6 12 ZONE 16 6 12 6 12 6 12 s 11216 12 6 12 6 12 s 12 Roof assemblies - WFCM Prescriptive Method (WFCM 3.2.1.1 Table 3.1/ 3.8) DECK POST TO CONCRETE CONNECTION USE: TO BE REDUCED TO 1-6d NAIL PER FOOT. 24 s s 6 Asphalt strip shingles shall have minimum of six (6) fasteners per shingle (section PBS44A FOR EACH POST PERIMETER EDGE 12 6 12 6 12 6 12 6 6 6 6 112 6 12 R905.6 ZONE 24 12 12 12 16 12 s 12 6 6 z Underloyment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST � J SIMPSON H-8 USE W/ONLY 5 " BOARD SHEATHING OR LAP SIDING percent slope), _ ANCHOR BOLT (14 ) o � 5- 8D TO STUD ONE SILL SHEATHING SIZE RAFTER GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie Tie 4- 8D TO PLATE PLATE IN BP-3 PLATE TRUSS MINIMUM NUMBER OF 8d COMMON NAILS up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), MTS12 ® EACH JOIST p g 7" MINIMUM EMBEDMENT SPACING OR to D BOX NAILS PER SUPPORT underlayment • U210 2X16 (EVERY STUD) STUD TO SI (SEE NOTE t) (INCHES OC) shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: (SEE ANCHOR SCHEDULE, o,e AT EACH DECK/PORCH JOIST ATTACH T 1 X 8 OR 1 X 8 SHEATHING 12 - 24 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 PS720 ALIGN WITH JOIST BELOW ON DWGS A-3.1 AND A-3.2) 1 X 10 OR LARGER SHEATHING 12 - 24 3 3 3 3 3 3 3 3 3 3 3 3 3 3 -1 3 underloyment felt layers with and starting at the eaves , fastened sufficiently to ( ) SIMPSON E= NAIL SPACING AT PANEL EGDE (IN) hold in place. PORCH POST TO GIRDER USE: PS720 "I-+ 5 „ F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Starting at the eave , apply 36- inch wide (914 mm( sheets of underloyment, PORCH ROOF RAFTER TO GIRDER USE: /s HDU 1. FOR WALL SHEATING WITH 4 FEET OF THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT H2.5A AT EACH ROOF RAFTER " ■ " REQUIREMENTS SHALL BE USED. overlapping 't (14) SDS Ya X 3' WOOD SCREWS 2• TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-10d x 1 1/2 ;�. 7" MIN EMBEDMENT G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49. THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.C. For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH / DECK LEDGER- (SEE N •• (SEE FOUNDATION PLANS A-3.1 AND 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED ', FOR COMMON NAIL CONNECTIONS _ � •p °� A-3.2 FOR LOCATION) 4. TABULATED NAIL SPACINGSASSUMEA BUILDING LOCATED IN EXPOSURE B Ice Protfction (Section R905.2.7.1) --- 4. °' ' '' (MINIMUM DOUBLE STUD) Underlayment in High wind (Section R905.2.7.2) O °Qe:•a o•gin •• ' SIMSON STRONG - TIE » Flashing and tion R90 s2.8)Chapter t0 STU Y2 BEARING PLATE °�9 ° � Energy y - Chapter 11, see attached report Aa ° 1 1/4 COIL. STRAP 16 O.C. Ener Efficient er 12 DOUBLE 2X MIN. �•o °�D ',4 •°Q,��a A,� p o USE 4-8D NAILS ® EACH STUD, General MechanlMechancaltSystem - Chapter 13 FOR HEADER OR A. °•� °.", •° ,'� •p •p ,�� ••� s n Heaitng and cooling equipment - Chapter 14 BEAM ° a ' a Off a Exhaust Sustem - Chapter 15 ° ;�A, :n. D°n. ;IQ's., ° � Duct System - Chapter 16 � ■� z o '° DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie _ ° ° "° ••„ n Chimneys and Vents - Chapter 18 AC4 7t'� y;'x� •, •° SSP Plumbing - Part VII AT EACH POST o "' �' °• SEE PLAN u a 1 3/4' IMUM J IFLU EDGE DISTANCE �•4° o: •° o HEADER FLOOR TO FLOOR ° LSTA21 Simpson Strong-Tie Cv KING STUDS CS201% COILED Y2 THREADED ROD CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2 OVERLAP AT EACH L SIMPSON STRONG - TIE JACK STUDS STUD xo 401 100 1 1 /4" COIL STRAP - 2"MINIMUM CNW NUT COUPLER nit o 16" O.C. USE 4-8D - SIDECOVER `U ° a NAILS AT EACH STUD \ ° I MIN EDGE MIN OVERLAP IS 12 JACK TO SIL ®� b DISTANCE* do RT2.5� • o SIMPSON STRONG-TIE . H8 OR 1 1/4" COIL C• MIN EDGE SHEET NO. STHD8 DISTANCE* STOCK FLOOR TO FLOOR Simpson Strong-Tie *NOTE: SEE MANUFACTURERS WRAP UNDER SILL PLATE AT EACH ROOF TYPICAL STRAPPING FOR AB MIN. OVERLAP IS 12" I RAFTER USE 8-16D FRAMED OPENING EXTERIOR WALL CONNECTIONS. AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR SILL PLATE TO RIM JOIST AND STUD TO ROOF RAFTER NAILS AT EACH END, CANTILEVER CONDITION INSTALLATION RIM JOIST TO STUD CONNECTION CONNECTION 12" MIN OVERLAP PER WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS COMPONENT