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HomeMy WebLinkAbout37950-Z � �t11FtTj,�c�G Town of Southold 1/17/2017 P.O.Box 1179 fi 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38780 Date: 1/17/2017 THIS CERTIFIES that the,building ADDITION/ALTERATION Location of Property: 2000 Harbor Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.-1-20.12 Subdivision: . Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/28/2013 pursuant to which Building Permit No. 37950 dated 4/8/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including covered porch with outdoor fireplace and rasied stone patio as applied for. The certificate is issued to Nolan,Mark&Kristine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37950 8/12/2013 PLUMBERS CERTIFICATION DATED 1/13/2017 Geor Almyradis Au Signature o'`F�UEFOI'tCOFi Town of Southold 1/9/2017 P.O.Box 1179 CM CEO,.. 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38767 Date: 1/9/2017 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 2000 Harbor Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.4-20.12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/28/2013 pursuant to which Building Permit No. 37950 dated 4/8/2013 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: accessory in ground swimming pool with fence to code as applied for per New York State Petition#2014-0041. The certificate is issued to Nolan,Mark&Kristine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37950 10/9/2013 PLUMBERS CERTIFICATION DATED A d Signature tfFot�aTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37950 Date: 4/8/2013 Permission is hereby granted to: Nolan, Mark & Kristine 2000 Harbor Ln Cutchogue, NY 11935 To: Additions and alterations to an existing single family dwelling as applied for. 4/22/13 - Amended to include 4400 square feet of additions and a swimming pool. I I ' At premises located at: 2000 Harbor Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 103.-1-20.12 Pursuant to application dated 3/28/2013 and approved by the Building Inspector: To expire on 10/8/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $646.80 CO -ADDITION TO DWELLING $50.00 AMENDMENT TO PERMIT $1,760.00 SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 O - SW $50.00 To 1: $2,756.80 uilding In ec or 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. a 3 l3 New Construction: Old or Pre-existing Building: (check one) � I, I Location of PropertNN ZOO() f�{ A�04 LA - W � C� rra . 1�►W 11935 House No. Street Hamlet Owner or Owners of Propl�T/l f &J014 Suffolk County Tax Map No 1000, Section ( Block Lot Subdivision � C Filed Map. Lot: Permit No� tf 9.5 0 Date of Permit. 0 �� Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 49� pplicant Signature Town Hall Annex 0�®S�FIOC��®�� Telephone(631) 765-1802 54375 Main Road ® Fax (631) 765-9502 P.O. Box 1179 O Southold, NY 11971-0959 ��®� �.�® roaer.richert(a)-town.southold ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Nolan Address: 2000 Harbor Lane City: Cutchogue St: NY Zip: 11935 Budding Permit#. 37950 Section 103 Block. 1 Lot: 2012 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Double-Pole Electric Inc License No: 3913-me SITE DETAILS Office Use Only Residential x Indoor x Basement Service Only Commerical Outdoor x 1st Floor x Pool New Renovation 2nd Floor Hot Tub Addition x Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 17 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors 1 Main Panel A/C Condenser 2 Single Recpt 2 Recessed Fixtures 11 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-20 Emergency Fixtures Time Clocks Disconnect Switches 15 Twist Lock Exit Fixtures TVSS Other Equipment 1-combination smoke/co detector, 3-paddle fans, 1-exhaust fan Notes: Inspector Signature: Date: Aug 12 2013 Electrical Certificate As SO Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richert@town.southoId.ny.us Southold,NY 11971-0959 �' a C®U BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Nolan Address: 2000 Harbor Lane City: Cutchogue St: NY Zip: 11935 Budding Permit#: 37950 Section: 103 Block: 1 Lot 20.12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Raymond Electrical Cont License No: 5141-me SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool X New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 3 CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps 1 Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks 1 Disconnect Switches 6 Twist Lock Exit Fixtures TVSS Other Equipment: pool house and in ground swimming pool to include-bonding, 1-GFCI circuit break salt generator,2-pool lights Notes Inspector Signature: Date: Oct 9 2013 81-Cert Electrical Compliance Form As SOUTyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 ® �0 Southold,NY 11971-0959 o�kCOUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Pennit No. Owner: (Please print) n \ Plumber: J (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of h 20_Z ALYSE SUSSMAN Notary Public,State of New York C n n Registration#01 S U624102 NotaryPublic, J�:'+ 1 County C9Qualified in Suffolk mmu$sion Expires May 31nt2ctg 4 1 OF SOUT�o� cou TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 NSPECTION FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (F L) REMARKS: C�'P 222 DATE ` INSPECTOR ` (�77qf SOUlyO� o l TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU ] FOUNDATION 2ND [!1FI U TION [ ] FRAMING /STRAPPING [ AL [ ] FIREPLACE & CHIMNEY [ E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ SISTANT PENETR [ ] ELECTRICAL,(ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: I I&J- Ate- DATE ® INSPECTOR SOF sopl,�, coulm,��'' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 'NSPECTION [ ] F NDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC AL (FINAL) REMARKS: DATE �� INSPECTOR J SOF SOUTy o�y00UN�10� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. �I [ ZF UNDATIO ND [ ] INSULATION RAMIN /0 [ ] FINAL [ ] FIREPLAC [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REM L-4,z DATE L/,Y INSPECTOR SOUTyo cOUNi`I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] F NDATION 1ST [ ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) S REMARKS: i II DATE l INSPECTOR pE SOUjyO cOUN(`I,p TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT101% [ ] FOUNDATION 1ST [ ] R H PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL AL) REMARKS: 6 DATE INSPECTOR OF SOUTyo holy co NoTi TOWN OF SOUTHOLD BUILDING DEPT. 765-16®2 INSPECT [ ] FOUNDATION 1ST [, ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICALOUGH) [ ] ELECTRICAL (FINAL) RKS: C �� C � ;, �"Z-,c DATE IN PE T S C O. SO(lr�o6 • �o A TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT'* N [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH [ ] ELECTRICAL ) REMARKS: DATE �- ` INSPECTOR a SOUr�olo 40 f� courm, 1117 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 INSPECTOR Of SOUryO� ddd C� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG BG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ . ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: X,e,, DATE INSPECTOR OF SOUry�� J WN OF SOIJTFIOLD BUILDING DEPT. 765-1602 1 NSPECTION [ ] 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 lq INSPECTOR �o��OP SO(/Tyolo �o "�o ��y00UNi`l,a�� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INS .L-A'T O [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: -JAs z Z, DATE �1'' A3 INSPECTOR .1rTJ - 4- • i • � i ,ems_ t�. � ��� -� �_ ROUGH MAMW ,. ` l PLUMING MTV �- � . . , , _ - INSIUL ATION PER N.Y. STATE ENERGY CODE if �i• WMAWY iii- .�MZME04 / �M.. FM • mG� ;i • OLT _ : i . 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 IJ 77 Survey SoutholdTown.NorthFork.net PERMIT NO. ', Check 3 V)q SO Septic Form N.Y.S.D.E.C. Trustees C O Application Flood Permit Examined0 Single&Separate Storm-Water Assessment Form Contact: n Approved 20 Mail to: Disapproved a/c Phone. � �(�� Expiration 20 %V V Buildinb Inspec or 2013 LICATION FOR BUILDING PERMIT Date ®-3 2 711,9 , 20 BLDG SOUTHOLD TOWN OF � INSTRUCTIONS . . , a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings.on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will Issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose,what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the wort: authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months fi-0111 such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in'writing,•;the extension of the permit for an addition six months. Thereafter, a new permit shall be required. ' APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee,'agent architect ngineer, general contractor, electrician, plumber or builder 4 to 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 which proposed work.will be done: House Number Street, Hamfet County Tax Map No. 1000 Section Block 0 ( Lot �iU • 7i Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy .SIN � (��� rlff0le' K q e-jr. b. Intended use and occupancy !'fig+.••�� fi,elr- ,� ,ii't7d' 3. Nature of work (check which applicable): New Wiwi%i' Addition Alteration m� 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 strt'ictures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories t5t5 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories g—IE r 74/9 vry 9. Size of lot: Front —Rear,Z Depth 10. Date of Purchase Name of Former O(w�ner 11. Zone or use district in which premises are situated p— D 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX 13. Will lot be re-graded? YES NO WiII excess fill be removed from premises? YES NO 14. Names of Owner of premises NO(iAA,,� Address Phone No. Name of Architect SC 0 w 4t T 7 Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE EQUIRED. 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 OFAlit�r being duly sworn, deposes and says that(s)he is the applicant (Name of individual s gning contract) a ove named, CONNIE D. BUNCH Notary Public, State of New York (S)He is the Pilo.01BUo18505o or orate Officer etc. ua ino m u ®k r;ounty (Contractor69151114 p ) Commission Expires April 14,2M of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith., Sworn to before me t.,l7�is, ; day oft "\� 20 L:a 'Noiary Public Sigi 01'e of Applicant so E C E E STATE OF NEW YORK DEPARTMENT OF STATE LSEP 2014 ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE RR{{ rr E- GOVERNOR ALBANY, NY .12231-0001 SECRRUb y'Uff11 V§TATE TOWN OF SOUTHOLD STATE OF NEW YORK—DEPARTMENT OF STATE In the Matter of the Petition of: DECISION David S. Pantino For a Variance to the New York State PETITION NO. 2014-0041 Uniform Fire Prevention and Building Code Upon the application of David S. Pantino, filed pursuant to 19 NYCRR 1205 on January 27, 2014 and upon all other papers in this matter, the Department makes the following determination: NATURE OF GRIEVANCE AND RELIEF SOUGHT The petition pertains to the installation of an in-ground swimming pool for a one-family dwelling, located at 2000 Harbor Lane, Cutchogue, Town of Southold, County of Suffolk, State of New York. The petitioner is seeking relief from: 19 NYCRR 1220, The Residential Code of New York State,,(2010)Section AG105.3, part 8.2,which requires, in part, that.. all gates shall be self-latching, with the latch handle located within the pool enclosure(i.e., on the pool side of the enclosure) and at least 40 inches above grade. In addition if the latch handle is located less than 54 inches from the bottom of the gate, the latch handle shall be located at least 3 inches below the top of the gate. [ The Petitioner request permission to permit latch handles for three pedestrian gates as a part of a pool enclosure, located 54 inches above the bottom of the gate, to be located on the outside of the pool enclosure. FINDINGS OF FACT 1. An in-ground swimming pool was installed at the subject premises. In doing so an enclosure was provided around the pool with three pedestrian access gates. 2. The three pedestrian access gates swing outward from the pool and have latch handles that are located at least 54 inches above the.bottom of the gate. However the latch handles have been located on the outside of the gate. 3. The previous, 2003 and 2007, Residential Codes of,New York State allowed the latch handle to be placed on the outside of the pool enclosure as long as the handle was located a minimum of 54 inches above the bottom of the gate. The current 2010 Residential Code of New York State requires that even if the latch handle is 54 inches above the bottom of the gate that it must be located on the pool'side of the enclosure. wWW.DOS.NY.GOV E-MAIL'INFO@DOS NY.GOV. Petition No 2014-0041 Page 2 4. The provisions for barriers around,swimming pools are to protect young children, less than 5 years of age, according to the International Residential'Code Commentary. 5. The 2006 International Residential Code, on which the 2010 New York State Residential Code is based, allows a latch that is 54 inches above the bottom of the gate to be located on the outside of the enclosure. 6. The commentary for the International Codes states that the"54 inch latch height requirement limits the potential for small children to reach and activate the latch." If the latch is located lower than c 54 inches then the Code requires that the latch be located 3 inches below the gate on the inside of the enclosure. 7. Section 303.2, Part 8 ,of the current, 2010, Property Maintenance Code of New York State has retained the language pertaining to pool'latches that was in the previous Residential Codes of New York State and still 'allows a latch that is located 54 inches above the gate to be located on the outside of the enclosure. 8. Based on the above findings, it is the assumption that the 54 inch height of the latch above the bottom of the gate is adequate to protect the children that the Code has identified'from reaching the latch and gaining entrance to the swimming pool regardless on which side of the enclosure the latch is located. CONCLUSIONS OF LAW Strict compliance with the provisions of the Uniform Fire Prevention and Building Code would be unnecessary in light of the fact that the latches as configured will be a minimum of 54 inches above the bottom of the gate and should be out of reach of the children that the Code provisions are trying to protect and would ensure the achievement of the Code's intended objectives more efficiently, effectively or economically such that granting a variance would not substantially adversely affect the Uniform Code's provision for health, safety and security. DETERMINATION WHEREFORE IT IS DETERMINED that the application for a variance from 19 NYCRR Part 1220, Section AG105.3, Part 8.2, to permit latch handles for pedestrian gates as apart of a pool enclosure, located 54 inches above the bottom of the gates,to be located on the outside of the pool enclosure; be and is hereby PROPOSED TO BE GRANTED with the following condition(s): 1. That the latch handles be located a minimum of 54 inches above the bottom of the pedestrian gates. r 2. That the entire pool enclosure and,pedestrian gates will be in compliance with all other applicable provisions of Appendix G of the Residential Code of New York State including that the pedestrian gates be free from obstructions and are easily able to self-close and latch. Petition#2014-0041 Page 3 'This DECISION is issued under 19 NYCRR 1205.6 unless objected to by the petitioner in a writing received by the Department, the decision shall become FINAL after fifteen days of receipt of the decision by the parties. This decision is limited to the specific building and application before it, as contained within,the petition, and should not be interpreted to give implied approval'of any general plans or specifications presented in support of this application. Ronald E..Piester, AIA, Director Division�of/Buildng Standards and Codes. DATE;. RAS: sg WWW.DOS NY.GOV E-MAIL:INFO@DOS NY.GOV - i NYS DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION Variance Attest List Petition No: 2014-0041 The persons below are advised to TAKE NOTICE of the attached document. The attached document pertains to a petition for relief related to code requirements. If there are any questions, call(518)474-4073 and ask for the Variance Unit. Please refer to the petition number in all related conversations or correspondence with us. MICHAEL VERITY TOWN OF SOUTHOLD BLDG DEPT 54375 MAIN ROAD SOUTHOLD, NY 11971 MARK NOLAN 2000 HARBOR LANE CUTCHOGUE, NY 11935 DAVID S. PANTiNO RELIABLE FENCE AND SUPPLY 315 MIDDLE COUNTRY ROAD MIDDLE ISLAND, NY 11953 f 02/11/2014 Page 1 of 1 Town of Southold - Chapter 236 - Stormwater Management 1 , SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPPPNT NAME nor-Agont-Consultant-Contractor or Other(Circle One) P eFtyOWNER:(tfDifferentthan Applicant Address: �(Is ,c Z' A 4 l' .I �o G�yr✓ 6 / Cu t c a Address: (.c/V tt& 01? G Telephone 9: 7C Fax 0: *Z I� d Telephone S. Faxes E-Mail y{f .IQrG E-Mail: �R f+^ �V i��Q � 1 � (�CJ • G'Cra'i, ! Property Address: Brief Description of Construction Activity,Proposed Structural BMPs,Soft S.GT.M.N 1000 s �L � Stabatintion BAWs,Project Scope and/or Sequence of Constriction Activity" I Db rm sed i" BkWA Lai IPmvWo Additional Pages as Needed) Name of Coot andfor Contact Person Responsible for Implementation of swPPP: ��� Q/✓f - A;Cc r4_17P Address: / - _ __ 7�.4- TelephoneS: Fax#; --J_�r�-•�Lv_ sS!�Y_ _�_ _ -----------------------_-_--__-:.--_------_-- I Name of Persons Responsible for Installation a Maintenance of Erosion Control Practice: Telephone S Fax tk l i E-Mail: ------------------------------------^___. ._ i Total Area ofAll AClearing --------------------------_-_-_____-_. .___ ProJect Parceb: gOOOp andlorround Disturbance: .-- i 00 XF (BY/Aces) -.••.---_...___._.....____._ Project Duration: Start End (Mwpated) �- Dahr //, 7 Date:6 - tNonEerdCelendaraep) ------------------------------------------------- - E VYIIIthfsPro)ectDlsturbefive(5)orMoreAcreset ----_--_.----.-..-_-__--_.------------------------ Any One Time During the Proposed Development 7 0 No ---------•_.._._------------------------------- tf YES:Please Answer the Foliowingl -„-_---_-,•--„_---,--___--- a.. Does the Applicant have a Qualified Inspector On -- . Staff ToConduct the RequlredInspections 7 0 � ------,------------- b. Does the SWPPP Indicate How Frequently the Site List the NAMES or description ofall Potentially Impacted Walarbodian andforwetlands: Inspections will Occur and for What Period of Time 7 Yes No c. Does the SWPPP Adequately ldentifyAli Temporary = ------------- ------ ----------'---------- - -_ and/or Permanent SotlStabaltzatbnMeasures? Yes No ---------------•---•-•••---•--•--__..____ d. Does the SWPPP Adequately Identify a Complete = = Project Phasing Plan? Yes No Status of Impacted Wa _ e. Does the SWPPP Indicate Additional Site Specific = torbody:(eg•TMDL,3W(d)Listed,impairod_) Practices that Will be Utilized to Protect Water Quality 7 Yes No It. Has the Applicant Submitted aCompleted DEC Notice ----'---�----------•--'--"'---"-""'----_••------ Of intent and SWPPP Acceptance Form for Review r__1Type of Impacted Waterbody.(eg.Lake,Creek Bair Pond,Sound Freshwderwetland_) by the Town of Southold? Yes No _ _ Notate Public,state-of AQw York_ S1'A'I'F.OF NFW OUN T OF.-• v jjiiGGD L Qualified in Suffolk County AA Commission Expires April 14,2 i 'lfiat I,...... 1C..o r 3 .- being drily swom,deposes and says that he/she is the applicant for Permit, And thatshe is the ,,, , .... (Name of Individual signing nocumardj r. A"nR Corpora Officer,tdc Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to I 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 herewith. Swom to'b�efore me this; C -....day of. Notary Public (8i9nelure ... . l SWPPP Assessment FORM: 03-12 I - �S Town of Southold Town Hall Annex Telephone (631) 765-1802 54375 Main Road [COPY Fax (631) 765-9502 P.O. Box 1179 roger.richerttown.southold.n .us Southold NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �' DATE: jU RE 13g 2013 COMPANY NAME: DOUBLE-� LC ELECTRIC g�C NAME: 9 EVE P-129 PR7° LICENSE NUMBER 39 23a AE ADDRESS P.O. B011Z 130 NESCONSET FAV R 767 PHONE # 361-6440 CELL #- - 672-0242. ]OBSITE INFORMATION NAME: NO3,LAM RE5 -EQRCF ADDRESS: 2000 FUNP& QR Ill=SNE CROSS STREET: COU T CHOUE NIV a93 PHONE NUMBER: PERMIT-NUMBER:- 37950 TAX MAP DISTRICT: Section: Block: Lot: BRIEF DESCRIPTION OF WORK: REN90vom-em I L%Lv rmmmom Is job ready for inspection: YES Do you need a Temp Certificate: N1 TEMP INFORMATION (if needed) Service Size' New Service ± Additional'Information SLEASHE SCOL �SPETXX0 FOR f_ a,,; ,^ s J GLE 297 2023 /� ��q Lown Hall Amen h T-lephane(631)M-a 002 54375 Main�ua� �'�� � ���`" ' YY.ffiQy'a fl 179 P `,'ax`631)" $raZ2}tokl,NY 119714-059 �� Q �q� Ba-7Ti zffgC DER Q MF ®]?S® t SOLD APPLMATQQQt9 M ? E—LECT&ICAL QMBEEC`�QO9 (REQUESTED BY: it0� �of I Mpany Name: 1,3 Name: c 10 YLicense 51 E_ �14ddreos: (o14z- N -coU-n Phone No.: A 47 J©BSQTE QNFORMA190N: (*Indicates required Informa-1vlon) 'Address: 2_00 C� rba ,Cnoss street "Phone Na.: ftnnk No.: 5v Tax Map Msmcrc ION sectioll:_10-6 Lot. `BUIEF®ESCRIPTPON OF WORK(pge@se pdW, rjearly) Mina �� c Ckags A90 Thm,Gappoly) *0,-job ready for inspedp6®n: OYEEE � No'Do you need a Tamp Ce�ajcate: Rough 9n Final YES A NO `,G 0-5 p'0Sub--ffm9iaR Qod&d} `aGnAm SkEp: I Phase, -Sphess 100 150 200 &M 350 400 Other "Howtf R nned Underground Number of npfi6ftee� Change of S@Wboa Overhead � fes , - TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER _ _ _ STREET © — VILLAGE DIST. — — SUB.— _ LOT -aw vtr ACR. _ � REMARKS TYPE OF BLD. PROP. CLASS , hct CmrP LAND IMP. TOTAL DATE F-IZ11141,06- S-Al s c ro v, FRONTAGE ON WATER TILLABLE ff FRONTAGE ON ROAD WOODLAND r DEPTH MEADOWLAND BULKHEAD HOUSE/LOT ,•V a. TOTAL ■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ _.._ — . , , ■■■■■I■■■■■■■■viii■■■■■■■■■■■■ ; i1�* `a y'1J,�Ty�� �F Y� y,y� ('Y T. t�.���� Nk1 S'yn.h ■■■■■I■_�_�__���_�_�■_I■■■■■■■■■■■■■ 7sti1: r'�S'+'t •��' 'a-v7t$.'C„4 r'"'+'wSfr s+«, W v t ■ -`z°•43'.fir w a t.<"'CL+j+a.,"5,',t,�tl 'Hci ii' , ',•r c«.t'r .. ICY tlt ;'T�L f� 5h5 y'x.,• t'^ W; H '""c �4h^t'Y`4WL�� ■■■■■■■■■®■�■■■■■■■■■■■■■■■ wY _ n , , t as ■■■■■■■■■■■■■■■■■■■■■■■■■■■ Ii,IC' °1•�A'rX�:a.u {."t.s�f'•�•i•�'•}iiYrr���•N. ,5.,i�4 .' ■■■■■■■■■■■■■■■■■■■i■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ Vr ■■■■■■■■■■■■■■■■■■■■■■■■■■■ Basement • _ Ext. Walls ! Interior Fire Place Driveway Rooms 2nd Floor � r toF soveyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 C17UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD -, r January 9 ua 2017 GG , Mark & Kristine Nolan 2000 Harbor Lane ��' Cutchogue, New York 11935 TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. , Application for Certificate of Occupancy. (Enclosed) C Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. "AAA 2after Plumbers Solder Certificate. (All permits involving plumbing 4!111) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 37950-Z addition/alteration to dwelling wfe '01.100E PIPE N2CRUSNEO gONe OR► AY .M, 0 Up LOT MON. 0110 1.{'s 140.00 low 1 0$ g82° 1 EMETER 0 N/F at LAN CY ELLIOT ONANCY 1.7 ® �� I b ROOF PORCH LOT 5 Qp?� L.P. GAS° z tFS 19.2 6.9+19.2 WOOD ° po .P 7 g f PIPE M.N. 1 STY FRM. m 0.2'W� ��Q + DWELLING : 22.4 \ E 2 2 5 /2000 9.8 . 8' SI0CKAO !a 6 3• lSARACE 2.7W wti, 13.8' 22.J' O.7'W LANDNIF LEONA M WHIfE 30'CHERRY ON UNE w N • O N � - O e - OIlWO HFFP I 81,� WELL 6'STTCNAOE FENCE OWN 8. MON. N07"49'5009W 314.82' MINOR SUSDMSION PREPARED FOR SARSARA BOWINSKI FILED MAY 131991 f FILE Ho. 910r �� AP r[4 .. CCS P/PE 1�8 CN$D giDNE 08NEN' m u.P - - LOT••'.4', '` , MOH.o 1.03 140.0® r 10" 1 'ti0'�� • ncc� .�•� 9 , Roos O' LOT 5 ILP.00 p �r PIPE M.H. G ipN Y FftC OZ ...•� "�' g1pCK4E . < a1, .1ee�CHERRY ON UNI t1NP ���� 'SfoCW1QE FENCE o,1W . maw NW49'80"W 314.82' .I •, • �w�o�H PaEP�RRty roR - 1. F�7L�E K®li 1991 ` ^.� N33°o X470 5 w0 Owno LOT _'5 C/ M.M. 0 PIPE �� � gTD�g �• .. ,. ,• , .I�•p, .. .� .. r .•1 ..........i. r ..•.. .+r J.. , a�y4r•,ytr9.,; •.Y!.ty�."!P ,..a.., �. �.7 .,,Tr•t,{r,1 �•r. .a,� �r..lir... .. ..... r •p.. ,�, . s �. 0. UWA 42 eft 2013 VOWAOf FINCC-O.4W �e "f0N' tY 'r'49'30"W 314.89' BLDG DEPT. I TOWN OF SONTHOLD FWARD MR • i; {{ stet ...-,-- SURVE"'r OF, LOT 5 ' 5UBD N I S I ON MA1#1 ,O . ' "HARBOR PARK HOMES" 51 TUATE CUT0HOr5UE' TOWN Or- 5OUTHOLr7'' N 5UFFOLK COUNTY; ,'N:Y-. ' F, SURVEY1=D 04'- 50 q8 AMENDED 06 --24'- a8 , T STAKES SET Of- 15'-1101 FOUND LOG 05-11-61,94 FINAL 05-15-q9 SUFFOLK COUNTY TAX ; 1000 105 1 20.12 ' CERTIFIED TO, �O } LLOYD OLIVER COMMONWEALTH LAND TITLE , INSURANCE COMPANY LOT 4 7? ;,t 140 a 00 - o , ° S� • " N82.01' i0 3 to !~. 0 lei LOT 4 to fe2'S 40 e00a 4` CO t\ o NoIN 0 C� WY11-M. j h.C.7C'�(dWetliric�) o pm fil Agr K .7 X 0 •{ - - _ - •_• fir' �,—,__'^"�.'-6Gf QC�9•-,-.-ter N�i dirt IT 131. p\) to '' -/�s` `, :: _' , fid fZ l ;"" ✓ r — �'�—�. y;�.•,�=• _ �=,�'�", . ,, 3�•3. , 'b�. NSW ��?�M,'y�t•�1�r !{_ LUT 'S W �12.d yoo'eJ E`id °Nry rfdu a NvWgT ' N87*49'50',W i (d�elhn ) 314.82 , "MINOR eue,61Vle[ON;,p ErgPEn FOR 1 FARBARA 50NINSKI" 1 FILED MAY,11,iggl, FILE NUM5EF; giOl LOT i • . • • . . ' ��< ,. �,S • �J[ori!l.) ;:`.,;�., - s_��.', NOTES: ; ■ DENOTES'MONUMENT FOUND. O DENOTES'PIPE-POUND ,!-,,! ; OF N!,EZ:!_ 'Unautharlted alteration or addition to a survey nap bearing a I,CM9ad]and aurveyar'e seal a� vlaletion o!settlen 72gg, 9m-Olvlglon 2 a1 theyNer York Etats Education Law' AREA = 50000 5F ��` �O`" O Only Coplg, Iran the er191na1 of tnie Survey ,tames%seal anuli original of to Oe rel taytruc ELEVATIONS-REFERENCe V � °" mbtaa SUFFOLK COUNTY TOPO MAPS 'Cert cations indicated naroon Sightly that thl, survey.as prepared to accordance with ane ea- �f letfnQ Code of M•aetIc. for tend Survey,an Now Yark Stet%AsaoClatlon of Proleaa tonal 'La Surveyorn� Said CertflmtoA9 Snell run only - to the person for h"tee survey 1e prepared. anti oil his D Hall to the'Iti�Cmtan,Od hgo-ereon. sen- A _ n (, tal agency and lending at 'It" lfetad ogre-, end „. `it.� NO.• O/yo(I �� to too eaelgneeS at ane lanaIep lnatcution certJttca- 'ice 4 tions rs not tran,lereale to oddlt tonal lnatltutm, SAND sv� N,Y.S., LIC. NO 50202 GF�AF'I IIC; `_;C AL.,E 1 ' =6O ' JOHN C. EHLERS LAND SURVEYOR 4 -- 6 EAST MAIN STREET RIVERHEAD, N,Y, 11901 369-8288 Fax 369-8287. REFERENCE # 08-162FI ' f , SURVE'r OF LOT 5 5U5171 V 15I ON MAP "HARBOR PARK H ME5" 51 TUATE GUTGHO5Ur TONN OF 5OU7HOLD ^, SUFFOLK GOUNTY, N.Y. _ SURVEYED 04 - 30 - 118 AMENDED 08 - 24 - 415 STAKES SET Of - 15 - 99 FOUND, LOG. 03-II-a11 FINAL 05-15-M SUFFOLK COUNTY TAX # 1000 103 1 20.12 {�.® CERTIFIED TO, \ LLOYD OLIVIER COMMONWEALTH LAND TITLE INSURANCE COMPANY 'O 0. 1,40.0 - I o-•v 2 t482 01 1 - C.0 F� v u°e2 LF in i'1 Fj J ( a6ar t) ',� �y r`l '"J ���., �) G,���"j � '•'''tri � �e�`\��" - � f� y° - � Kms, 1 e M d fJcy' r+1 �` n �> CrJ •� fe2'9 co -x— AO.00t t i7 ' t' �t 1� -/ ie Q�w,y-7--'$82'01 ®"W 1 co a N' y MJF Ntt' 1 J NF(MSU y. C yd111 i'1 5, 3 a' (dyaet4lri�) , 1 .�ca- 9alpllc 1 94' ' 1 ty�� aT oyakom� _ - rn __ -�'� �( _ _ - _ _. Fj; '' CyarageT�'�— --• rv� _ to cor •[-�-r_ � - �� - ._ - - _•-�--s._. 19 7' a drove Y �" E _ _o_,v,� NVW yIM Wy yy'r�:. 10, A) PROP, O a PROP o iu winf�-'�_Q®a -j'✓� �C ' __ 1�1C)Vd r>7~ t 1.1 4 N87'49'50"W 314.82' y (arta K "MINOF c-UDC)IVICdON rE'ErAPE(,) OP l F,�F;BARr'� 50WIN�,i•'I" f_ FILED MA'Y 1-7, Igg1 ?9L1_ NL)M5=F'. c3jr �— LOTI ) ('✓a�.ant; -;�'"�w � Yap" , 7-6 Y i -- NOTES: -i ■ DENOTES MONUMENT FOUND cq 1' O DENOTES PIPE FOUND O� N� orizetl al[eretfon or addition to a survey napp 1111pedring a 11cM9e0 lona surveyor 5 e al I9 a ` G. r� �D vfolat ion or oect:an w Yo sSteftc felon 2 ar [ne ��Oat` ar waw Yore State Education Law "O = aoaoo s� r�•_ -Only Caples fren the ar191na] o: foie survey ��rrL��L,, �/� �(1�, [`x'1(/7 't1 arketl wlen an or lg tool of t1w lantl Surveyor 9 ELEVATIONS REFEh3FNCE Ir V stamp9a seal snail be co,a faereo to oe vat la true LLS lJ L`_� lllJJl L� e-je, SUt°EOI_K COUNTY TOPO MAPS [ertulcanons 1nalca[ea nareon slgnuy mac tn1• 1 surrey was pre Darea 1n aceo an r'tn the e.- f leting CotlO at Practice for fanobyt Surveys annplea Land Surveyor9orkstate A'1111,110,Said aetl fl c allon9p In P:oleaef on'fl APR19 2013 - q to the person for whom the survey 1s prepares [� `f ano ca 1119 Dena)I to rM title celfia,y 9evr^n-n- a- to tag asalgnee9tlo/e[nenjtnoingt ln9t1tVtlanution tl nCertlflcereon e 0. 4� _t�/ t1on9 ere not tranolereLle to aaalt tonal lnet1[utlonn BLDG DEPT V SAND SV�V TOWN OFSOUTHOLD N.Y S. LIC NO 50202 C)RAF-M-, '=;LAL.E 1 " =60 JOHN C. EHLERS LAND SURVEYOR --- 6 EAST MAIN STREET RIVERHEAO, N Y. 11901 -- 369-8289 Fax 365-8287 REFERENCE # ;�8-152FI kilo*'f.. us��n};; ����'P tx'Ew�le`"i',.•:.K��,�,•., i � 1LJF PA- 50 58-102 LIQUEFIED PETROLEUM GAS CODE Intake to direct- vent appliance Window air conditioner loft(min) 5 ft (Source of IgnWoon) Central AIC a (Note 1) (mini 0 10 ft(m(n)(Note 1) compressor 10 ft(min (Note 2) ignition)(source of (Note 1) we w, loft 5 I Sor (min) min) to 2) �- � ° 25 ft Crawl ice ung. Nearest Ane of adjoining l(m1n) window,or exhaust fan property that can be r (Note 3) loft(min) built upon 25 ft(min) For SI units,!It=0.3048 m (Nate 3) / Note 1:Regardless of ifs size,any ASME coritainerf fled on Note 2:Refer to 6.3.9. site must be located so that the filling connection and fixed maximum liquid level gauge are at Least 10 ft from any Note 3:This distance may be reduced to no less than 10 ft for a Wdemal source of lgnd n(e.g.,open flame,window AIC, single container of 1200 gel(4.5 ms)water capaaty or less, Compressor),intake to Bred-vented gas appfwm,or intake provided such finer is at least 25 ft from any other LP-Gas R f r to 6,3tical ventilation system. container of more titan 125 gal(0.5 m�water capacity.Refer Refer to 6.3.9. to 6.3.3. FIGURE L l( ) Aboveground ASME Containers. (T Iris figure for•taus&utive purposes ony;rode shall guv M) IntalGe to direct- vent appliance �! • Q�• ---Z" y,ns dcrr err �-- S Spam pam "'10 ft(man oottdyott Central A/C (Note 1):..0. ~10ftt(min)- (BOUrce of ) 10 ft(min) (Note 1) •� 10 ft(rtrkt\Crawl space wb dow,or er6>euStnfgan > 10 ft(min) / Note 1:The relief valor,fitArtg oonr*cuon,and figtdd fagd maximum;&M Nearest floe of a*Wng gauge vent cmwfion at the container must be at least 10 It from any eoderior promupon r properly,fiat can be source Of air Intakes.R�to 6.3 2a -vent appliances,or madianloal pr / Note 2:No part of an underground container shelf be less than 10 ft from an For SI units,1 ft=0.3048 m ,yy important!wilding or fore of adjoining property that can be built upon.Refer to / 6.32. FIGUREL1(c) UndeWoundASMEContainers. (Thisfrguref°riM,*utivepoposasonly;rndedmUpvem) 2004 Edition I` i REVISIONS: COMPLY WITH ALL CODES OF AP V E D AS VIOT.:D NEW YORK STATE & TOWN CODES AS REQUIRED ARID-GGN ITIOLLS OF DATE: B.P.fii ._ � FEE:s �� _S Eh Z6A Q"' I RD NOTIFY BUILD NG DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CO ..,FETE ---------._ 2. ROUGH - FRAMING a PLU:61NG 3. INSULATIONOCCUPANCY OR 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. USE I S UNLAWFUL CONSTRUCTION SHALL MEET THS -_-.--=-.__-__._ -_._�._ --- RLL CONSTR __._.. .._..�._._____.________-__.�_ __ .._._.�._- _»_.-.�.__-._ _-_.-._._._._.____ __.__...-__.___-________:� _-_�_____._.___�_ - -�------ REQUIREMENTS -- E UIREMENTS OF THE CODES 0, NEW WITHOUT i.. _ R Q OUT CERTIFI _�,.._____.__,...-____._.,__ ..,_____..�.___ ..�___._.._..,.�____.. ________,__•__..___a...._—.._.,,_,��.,^_____.va.._______.-„_ _�_..,,a..._._�_-_------`L---K--_.�_�.._Vii----�--L--.w��,-`--- -- - YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. OF OCCUPANCY PLUMBER CERTIFICATION •-----� ---- PLUMBING ON LEAD CONTENT BEFORE ALL PLUMBING WASTE _ ___ CERTIFICATE OF OCCUPANCY &WATER LINES NEED - - - - -- ---- -- ----- o TESTING BEFORE COVERING -- -- -- - -- ----___..._____ --_ _-'-- LER USED IN WATER00 --_ SUPPLY SYSTEM CANNOT EXCEED2110 OF 1% LEAD. TORMWATERRu�,OFF Fowl S�o p6p,su it 10 CHAPZER NCODE• __ _---____-_—_-_-_-__—___-_---_--__---_--- _— -- - - - - -- - - - - --- - -- - ---- -- --- - - -- ----- - - --- — - — - — Tow 1-4 EREAR � o P-0 SCALE: 1/4" _ T Q I� � o 00 ,,�v •,.( 1 jam\ � �� � � �. �- — Ch i- 0 al f~ cAp "' m o RIGHT ELEVATI01 o o SCALE: 1/4" = VLn to 40 cn Cj — _.-_._.-._._......._----_.__-..._ CDE311 lim _ 11 11-J t!J LIM A-lu -Z7 EL E3 ®® . y y py4'1'-sr� n ro' .T1A LEFT ELEVATION L3C lY „, �; DRAWN: MH/MS i SCALE: 1/4"=V-0" SCALE: 1/4�� = 1 � �,-'�#'.. , ,��� � JOB March 26,2013 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A- I MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: 32'-31/2" 10 6'-0" 20'-31/2" 6'-0" 11_ -_._----.-_--_--BXi6VErlr---______._----.---- -------_---- ------.----------.._...____---BXr6-VENT I ' D d + n v . d D • ° o • d D d , v o • d D v o • d D d , v o IYuI • 1 uu I. I I X111 ! 1 ® I I , • I III I III 1.. 1 I l d V I I I 1 1111 I- . r- t o 1 • I L 111 1111 2X10 DF#2 FI 1 J nnlb CZC-___ ° STEEL LALLY COLUMN �' 111 1111 I I c n1 24"X24"X12"CONC.FTG. lift (TYPICAL) will' I f 1n ant I D 1 0 , •, 1 r--1+,-- CClnf I i I n1 1 nn I 1 1 III I vllii � 1 . I , � 1 I I I JC1111 I I I N , Q 1 I 111 1 <IIII I 1 NEW CRAWL SPACE 111 X1111 I • 1 LurJ 111 I 1 ^ D , 0111 `J 111 I O 1 Do �/•� I 1 x111 111, , , 1 I V1 i I III [III I 1 i 111 r--IMI--, • 1 N, , IM , 8"PC WALL,DAMPPROOF, #4 REBAR @12"OC �;;; : "" '' ON 24"X8"CONC.FTG.w/ o I 1 &AT FTG.(PYP.) 111 1 10 I ( (3)#5 REBAR 1 I .n'_..III 1 1111 1^ I • 1 � I I CLOSE OFF OPENING i W 1 0 r w 2X10 DF#2 FI 016'OC i • I z 1 i o I � I D1771ca QQ" --� fill Tn lzzzzlv1 #4 REBAR @12"O " y ♦« tI O &AT FTG.(TYP.) ... ( + J If11 gilt] O w 111,1 `•� 36X24 ACCESS ' 13'-81/2" 5°-0 5'-7„ 1;� '-0" Illil 1111 II111 �� 11111 ATH ,111 11111 1111 III11 111,1Ln1111 11111 .—___..,_._�______..._,_, 11111 WETBAR Ii,f 11111 11,1 _ • -yam 1,111 1111 �-"-.�-�-�=-^� 11,1 11111 nn, nu tnl lit [v ! nn, 2'-4" lilt nil un1 CLOSET I • ( 4'-11/4" 4'-103/4" EXISTING GARAGE ;;;; co 11111 11111 nn I,, •-�rrl - - - t - 'm t• i 'i'n � un `, 7I 1y11f) �i'.'rl ' 1W1 1111 1 1 fit .� "'1 MOVE EX.COLUMNI r- - 111 u n, &GIRDER OVER 18"�_ f f f�_ ' f 11 I I` COLUMN TO HAVE 'n' I liltt tit 24"X24"X12"FTG. 11 IIt1 n l uul {IV 1111 11111 -- � I II VIII 1111 11111 11111 1 11 1111 VIII II I �-�-�---�-�• II111 11111 VIII SOLID-CORE DOOR w/ WEATHERSTRIPPING Li FAMILY ROOM ""' ,, &DOOR SWEEP - uu, In1f nu O a •- -+ r-tirflr-, 1 to 0 1 C I�llfi' 1 1 1111 I Fil Il CV MOVE EX.COLUMN' I I fin1 I I nn I V BOX IN STEEL , I t t I &GIRDER OVER 18 POSTS(TYP) COLUMN TO HAVE nul . `--Inl--+ tut 24'X24"X12"FTG. 1111, N ' [III' lift ,J.J ""' 11111 STORAGE� ViiI;IiIi AREA PLAN ON U SCALE: 1/4" 1' ..�----.-.- I 11111111111 [III'11 ,11li11I11lI11tI til N I un, Inu 1t1 I �-� 11111 11111 1111 [III 11111 •- - -, r-JUJ L.-• r--IMI-�, 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.TOP OF FOUNDATION TO MATCH EXISTING.EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED ; PER N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS COATING. MOVE Ex.COLUMN I , P., 11'1 &GIRDER OVER I8"' ' 2).FOUNDATION TO HAVE 24"X8"CONCRETE(2X4)KEYWAY FOOTING. _ MH COLUMN TO HAVE 24"X24"X12"FTG. tut nu FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST — ON UNDISTURBED OR COMPACTED SOIL(MINIMUM 3000#CAPACITY). nul 10'-73/4" 11111 3).FOUNDATION SLAB TO BE 2"THICK. 1,111 ' Ilfit frJ ' 4).PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES 2'-0" ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR _ ' (V r X Ire 11111 Q r..{ i FIBERGLASS SILL GASKET. =T 3 —21/2 �q v C) 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/1 1'-0"OF CORNERS, fill[ O INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A 11111 ;;;;; P-4 u MINIMUM 7"IMSEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TOCl it cj 00 BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. C) Z .- 4'-81/2"x 4'-4 13/16" C4 bD 14 u 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE CW245 REMOVE EXISTING BASEMENT 0 G. WINDOW CUT OUT LARGER •Fa � BLOCKING AT 8'-0"O.C.AND MIDSPAN. OPENING. BOX IN NEW WINDOW w/2X8 ACQ U j N c v BILCO 4066C(VIF)SCAPEWELL 4 W INSTALL PERMFGRS.INSTRUCTIONS G tJ� W BILCO SCAPE WELL d' U �•�4�. 1 00 In 00 4z la� :;'C' rs. `; Fes,' �i Hyl'-r< �Yh' ••,`. i[a���� lit DRAWN: MH/MS I u a- {* SCALE. 1/4"=V-0" II•1Ii�I� ! 11�I 1=, , __I�1:,-,—i �� �I� �'I� JOB#: Match 26,2013 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. i REVISIONS: 32'-31/z" 11'-0" 18'-21/2" TW3046-2 TW2032-2 (2) 9-1/2 MLI HEADER ' ----------- 0) PROVIDE I DRAIN PAN FOR WASHER Q 3,.4, 21' 5" 4' 5„ 5'-7" I I ' A A I 1 1 o x � o 1 1 w w 51/z N= 5'—41/2 3 -3 -4 CD ; m N I 1 1 Q BEDROOM No. 4 o M NI 1 00 cJ /2X6 DF#2 Cl !c_16"QL— x O ' O �- d p I M I I I ' LL OBATH, No. 3 in O CLOSE OFF OPENING I 5/8"TYPE-X SHEETROCK @ , r 'n rrl TO BE INSTALLED O / ------------------ ON GARAGE SIDE ° • `� I 1 t (2)11-7/8 ML UPSET BEAM (WALL ABOVE TO RAFTERS) WIC cv 00 _I t - - - O I I p ' I I 1 I I 1 ' BENCH II O ' II --------------------- EXISTING GARAGE ` EXISTING KITCHEN Q o EXISTING MUDROOM I I I I ------------------- II 45 MIN.FIRE RATED DOOR Qr ' w/SC HINGES&STEEL JAMB OO OO t t t t t 1 0 I t ' t ' t ' EXISTING AT------------------- J]o o ' o I oa I I I M O _ ___________ _ _____ FLOOR PLAN -- _---.' x � I 1 1 1 1 1 1 I 1 1 1 SCALE: 1/4" = 1' v I I I 1 1).PLATE HEIGHT TO MATCH EXISTING(8'-0"+/•}. I 1 1 1 1 1 I I 1 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. I I I I 3). EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. EXISTING BEDROOM 4).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 1 1 1 1 OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR 1 1 I i MICROLAM HEADERS. I 1 1 1 1 1 I 1 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 1 1 1 1 ei APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING ___ ___ ------------------ HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. ; t M p -------------------------------- 6).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 X AND 2X4 WALLS AT R13. 7).INSULATE CEILINGS WITH R21 INSULATION. o '" 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. u BATH TO BE MOISTURE RESISTANT. P4 NO ■�' � � � ------- --- --- -------- �� 00 v v W Aa --------------- -------ia. C� G- I � W 'd u O NSU (2) 2X8 RR � N WALL TO RR F-0 ABOVE BEAM � u 2X10 CJ - x I I I (2) 11-7/8 ML UPSET BEAM ` -:�• , ,,,ter.'t;�L±� � f fi.F DRAWN: MH/MS ` SCALE: 1/4"=l_0" JOB#: =' - _r -.'• ' 3 March 26,2013 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS 11-3 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: _--- __---.----_-. ---- -.---_._-.__-- - _____________..._._._._,.---._ ____ _ . _ _ ___-_----•'---_..... .._......_....___-, INSTALL LOW ROOF PITCH ROOL6 ROOFING AS PER MANUFACTURER'S RECOMENDATIONS ------------ A A 1 1 B i i 1 1 1 1 ---------_...._-- 2XS DF#2 RR 016"0C/ Q " 1 I , X TCV 12 x \ 4 . I I i I I 12 LL 3"0ROOF VENT _____ __ _.___.-...---. -.__..__, _ ______. __-.-- ------- ------_.__._---_-- -----._ _ I ' 2 ' _. % f j• I I 1 ' I I I 1 ,t`1 ; 1 1 1/4 1 114 1 1/2 iY l %/ / ,/ �L 2X12 PLA1fE LAV, 13" i' I;,Y, // %/ �l9 , /i• :/ , �% )ry1l !/ I ' ! - - - j- / � / , Yf ' 7- SHO NER F.A.I. _"�=!- �j =�'-' %_f- %, --/`--�-'-/'_�-•:j�'//'- -_ �-_'-._'-r_�,,i'` // /J' '' ir" ' /` /' / i OR ATH 3 2 11/4 C.O. 3 {.'f ,! `, /, /` /` / /'` �� '//i / J/ / f' /,r� I./ 1 I %` % /' % / // ! / /%f `' � ✓' /, /f / /' i / /% % � � /', l / / / f , j '� '.d'` W w O I ✓ % % % r' ,/' /i /' /' f/ /' / / ;"1 I / "!' % /`' / / / /'` '1 /' �' i i ,/ / '% / %' J % / / / i i i i %I 1 / (�.�yH 1114 X 1114 d p'Cpo•'.•..o � 2��pF12 RR @1 : -1-1/-2 SINK LAV. 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'I _ PLUMBING SCHEMATIC i iN.T.S. '_if.,''i/�-i�/ir,/r1IIi,/•'/i%/`_'/!'/-'%///'`'/Li_i//�' ,'_/,///'/%L//_'/�I!/%/'/�%///'»/,f l_�"/'//;i-,///j^r/',i;_i.-�.j_ii_'iir iJ,j/i'''%`1/__-.''%//"'//�,%,/`%/�%`-://////ir'/•/ / �-_•/7RO0F PLAN. SCALE: 1/4" / 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.. 2).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2' DIA.GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. EXISTING 3).APPLY 1/2"THICK FIR ROOF FRAME.SHEATHING OVER _.. a_ •`;"?! .` // ' r ., ' al {y Q r r s ox Hl^{r\OU nVt 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND O DIRECTLY TO THE DECK ALONG EAVES. NEW ROOF AREA: 714 SQ. FT.USE ICE&WATER BARRIER UNDERLAYMENT IN ALL NEW ROOF AREAS. ' 6).ICE&WATERBARRIERTO BE USED IN ALL VALUES AND INTERSECTIONS @100%RUNOFF.2"RAIN HP.: / 120 CU.FT.ROOF AND SIDE WALLS(TYPICAL). /T,Y 7).DO NOT INSTALL UNDERLAYMENT ON WET DAMP PLYWOODlSHEATHING PROVIDE: (1)8'dia.,4'deep DRYWELLMUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. CAPACITY:169 CU.FT. '/-,%.__ / _,/ UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETE. y ' 11 , ,% / " J ! / / 8).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. USE GALVANIZED(ZINC COATED) ROOFING NAILS,11-12 GAUGE WITH AT IV LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT cn #' ' �"woN�II - .V1�aF►I1�I•w' -��!L`�M♦`wj�F�v Va"I�w1r�,L/•,/(OFVr�y/ � + �sFF,Qh� o9-1/2 ML '- CUTTING INTO SHINGLE SURFACE. u RIDGE ' / Po m 2X6 COLLAR TIE 48"OC - - - o 60 w (2) 7-1/4 ML ° i E(2) 9-1/2 ML VALLEY � BEAM (2) 2X8 DF#2 RR @16OC 4 c- 02X6 DF#2 DF#2 C16"OC o It 2X10 DF#2 CJ @16"OC r4 v ]4' o 10 k13SSS ORGiII1ZD *OD SCRws W SHERS*12-O.C. O -«12"OC. 12 SHEATHING GPADEPLYHOOD (ALTEPN<TNIVE:7116'O.S B.) I 1/3'APA RATED SHEAMG GRADEPLYWOOD (ALTEPNATIVIVE 7/16"DS.B) 2X10 DF#2 FJ @16 OC 2XDF#2 FJ @16 OC 2X10 DF#2 FJ @16 OC rIRSTAINLESSSTEEL 1 I I IfI il u tc OI2%,DFD2 WoDsCREwsw/ sTuosQ, (2) 9-1/2 ML (3) 9-1/2 ML WRSOC. 44 GIRDER lnawsluGIRDER TYPICAL WINDOW OPENING 4 2X6 ACQ SILL PLATE ° } (LESS THAN 4'-0X8'-0"OPENING) III)STI...STEEL COP-R-TEX TERMITE SHIELD V� OASEmn%sw/ WASHERS 8" PC WALL FOAM SILL SEAL TYPICAL DOOR OPENINSTEEL LALLY STEEL LALLY (LESS THAN 4'•0X8'-0"OPENING) MULTIPLE PLYWOOD ASSEMBLIES to 2-2X4DF12 STUDSCONNECTED COLUMN COLUMN TD2 OR GALWNUM BOLTS W/WASHES ADNLTS*2'-7'OC 2" CONC. SLAB TYPICAL MULTIPLE OPENINGSSte ' 5-0X8'O"OPENING)(MORE THAN 4' 24"X8" CONC. FTG. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANELDRAWN: MH MS24"X24nX12"24nX24❑X12 AS PER TABLE 1609.1.4,N.Y.S. ES. CODE:ALTERNATIVE FOR OPENING PROTECTION(F NOT USING IMPACGLAZING)#5 REBAR SCALE: 1/4"=1-+-U -0�-//'1 � i +i " CONC. FTG. CONC. FTG. WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" JOBAND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL ch 26,2013 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. r ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. SHEET NUMBER: HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION,A' -A' SCALE: 3/8" = I SEC'TIONJ A-4 REVISIONS: REScheck SoftmiareVersion 4.4.4 Cornv%liance Certificate NY zi vnmrra.7Y COMPLIANC` E Nu" TES PTnoject Title: ase i Coder 2010 New Yo*orgy Ce ertratlon L ocatfmon: Suffolk County.New York FOUNDATION: rzt-Lotry"T _ SingleF'amity CRAWL SPACE: Pr:4ect Type- New Construction WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE C"' "e INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, GWIng Area Per tap: 1 WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS, Heatnq Demme : 550 1). INSULATE HEADER UNCONDITIONED BASEMENTS: a1+'rte:2s 4 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE, taernriDabe: 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. tans#rctr#I�rr driers - ` P tr,AMted r ALONE IS NOT ADEQUATE. 4). SEAL DUCTS IN BASEMENT. t "1p.0.SM 9M 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, cutuxg. !,wIIsms WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE �`T = 1). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. rr� sltr # "°rr :rt 2). DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FRAMING: t 4 `1 d - .. �^ .�.'f 7,- � PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: ar r. . 4. Be�ter�el rye a k 12� YoxfIrt.IA'11 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. rr � ' a+ ►, „� +a , �. ,ew [--a SEALING PENETRATIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. Envelope _ s w BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. w 77 777 RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): 41 RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG ` AIRTIGHT AS OUTLINED IN ECCCNYS 50213ERR PERIMETER .AND FLUSH WITH SILL PLATEr1,A .`..n&,, ed CONTACT (�rI C.. RATED), AND MUST BERG . . . EXTERIOR 1�-�'>�. �,�s�: rt�t � €t_-73'x 6 446 W:fl INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. 13ementwat t:swilc use or 1" 110 az "O >„ L SPECIFIED FOR THE SYSTEM TO BE RATED FOR alt tw-gttu 7'r AIRTIGHTNESS. THE AIRTIGHTNESS D��grade- 7 � W STANDARD OF 2.0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK: InsuLr,m- deptlt::T." Z ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. 4ti"MI:WamFrame.-Do ePmew ,ixv-E 21 0.300 E Q W BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. "H :O.D.1, rArdw 2 Woo Erame:I oWs Pate 3 SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: _1j4cC:13. 3 n IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS 1F HEADER Wal 1:'WwdFrame,11 o.c. 672 13.1 0.0 49 FIRED HOT WATER TANKS, HEAT TRAPS (1F NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. ' 4="',20d1=rame.Vo a Pmew'l"Al E 12 Q,M13 4 Q MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. .&HGC:C.D3 ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: %Vll 4.WaW Fr3me,'Dowe PaneWrInLmvx I= 45 0.320 14 HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1). PROVIDE HORIZONTAL BLOCKING AT 48" O.C. AND AS NEEDED FOR NAILERS. ,SHGC- IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. Ce r 1:f9� 21 ® " 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. ` = ° �oftm "fT 446 30.13 13•0 16 TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) HEAT LOSS CALCULATIONS AND SYSTEM SIZING: EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: 4) HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. Tule: �a =2513 � � 2). SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. 03ta f" : :CsersTrA, Stations' . ., ents'RE . •`I°t0,LAtl.mk Fuge I 2 O a 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. W HVAC SYSTEM EFFICIENCIES- 4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THE THE MINIMUM EFFICIENCY' REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. O ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL �r x MINIMUM EFFICIENCY STANDARDS. U ATTACHED GARAGE: x o � 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE 0 o v HVAC CONTROLS: CEILING WITH ADHESIVE. Z �' CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPERATURE 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM " '° e Ic�r� 1c371tte17 I Ifi k bs�I .t3 ':s" ems , � � CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER � P=' � TSP 1� n�� meet re 2010 New York EneTy PIPE AND DUCTS. regtfremel 9n t�Sche*Vero n 4.4A to Imp)' rr mwt axy t mmerrts.listed Ir RE&'j*c*lr pecl3�Grwetfs. (FOR HEATING) AND/OR 85 DEGREES (FOR COOLING}. THERMOSTATS USED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT 4). PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY LEAST 5 DEGREES) WITHIN 'WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. a' '" ��3u� �` e SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE DROPPED SOFFIT ON INTERIOR WALL: HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT TEMPERATURE. TOP PLATES. ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: m O GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. N U M y v 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. X u 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE ca° rn CO 2 DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILITY CHASES. DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. O v UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE y to R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5.3). KNEE WALL SUPPORTING ROOF: 00 DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES 1). SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO 4 V \ MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE M U THE INSULATED ENVELOPE OF THE HOUSE. PREVENT WIND WASHING. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE 2}. IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. v � ') r, BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. o v R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR N w DUCT SEALING: INSUCA'TC6Rr TE. DUCT SEALING 1S REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.4). ALL FULL LOFT: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) NOT ROUNDED OR SCALLOPED AT EDGES. MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. W TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING F FILL THE CAVITY: UL 1818 MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT INSULATION SHOULD BE SNUG 1N CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING V SEALING. AND DRYWALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL Cn WRITTEN MATERIALS: OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT CUT AROUND OBSTACLES: WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES; CUT AROUND N H TO SUCH MATERIAL IS ALSO ACCEPTABLE. ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS d REDUCED MOISTURE: BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT. EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT DOCUMENTATION OF R-VALUES: U THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT FACED OR UNFACED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY IF THERE IS A GAS RANGE. INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. x ACCESS OPENINGS: VENTILATION: ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND /'♦► ^ THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL SAME R-VALUE AS THE SURROUNDING AREA. $'' ` SNF VENTILATION RATES. CATHEDRAL CEILINGS: KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM 1). PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 2). PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. yal.e 1,, DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: �'► March 26,2013 } A SHEET NUMBER: Tide- Repert 03,1.5113 Bata f1,e Fie 2 Cyr 2 Ax �J REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ENDWALL RAFTER ° WALL STUD CRIPPLE STUD ,• • BOTTOM PLATE a p RIDGE ' ° HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION ILOCATION JUSP NUMBERI DESCRIPTION= APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18 S / (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH JOIST DIRECTION WITH 18go. HANGER APPLY TO EACH RAFTER LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC O WALL STUD THROUGH-ROOF EXHAUST VW ENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL Q CHIMNEY RAFTER AS REQUIRED O RIM BOARD SILL PLATE(S) WALL SHEATHING MAINTAIN RAFTERS • , � r , , � , � , � I , I , VENTILATION SIDEWALL FLASHING WOOD JOIST )m FOUNDATION - TOP PLATE ' - - - - FINISH WALL AND MOISTURE — BLOCKING LEDGER BLOCKING Z BARRIER TO LAP FLASHING 2x4 50FFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA O L AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH IUSP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER �,' THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION ONTIN. SCREENED VENT I-•••d 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD F--I ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AILD HEADERS CONNECT TO 14" - 16" LSTA36 1-1/4"x36" 18gc. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS .' ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL1p op ROOFING LAPS BASE FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING zz SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST oe TOP PLATE •• r'ri GIRDER/HEADER SIDE WALL FLASHING 0 o U 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS X48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD N FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH OVER TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RIDGE INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM E SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 18" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS PLATE 0 ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF ON ALL OPENINGS / PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD SILL GASKET SUBFLOOR N n�i WOOD JOISTSm o rn CONC. SLAB ` NEOPRENE x ^ '" y TYP. CONC. FOUNDATION A GASKET r��� 2x6 /2x8 CONTINUOUS WOOD PLATE � co c " 6 MIL. POLY V r-, z a-' 4 DAMPPROOF EXTERIIOR V GRANULAR FILL + ► ' - I BOLTED TO STEEL BEAM WITH Q '-' x o U 6MIL POLY ON EXTERIIOR ` � STEEL COLUMN 1/2 " DIA. BOLTS @ 48" o.c. STAG. ° �•n a _ `� � � I Lo v o ^ .1C CONC.. SLAB ° C ' • C 'p "' o -u° ° ` ROOF JACK '/ � ' ��� � �` ' �� �� STEEL BEAM N o �+ ANCHOR BOLT EMBEDMENT. . , ` COMPACT FILL ° (POURED CONCRETE: 7" `� I 4" x 1/4" x 8" STEEL V i I i BLOCK WALL: 15" 5 v 'Q ° h A o TOP AND BOTTOM PLATE ROOFING LAPS �n U r'' �.. V • " '' FLASHING AT ' KEYWAY FOOTING o /� d WITH 1/2" x 6" ANCHOR BOLT N n �'n F- n CONC. FTG. 'p Q•p G o USE WITH 3x3 SQUARE WASHERS SIDES AND TOP N .n 1/2" GROUT ANCHOR BOLT CONNECTION ((USP LB PS58 OR B P583) 7�1 REINFORCING BAR FOUNDATION5/8" DIA. ANCHOR BOLT '� f 3" STEEL COLUMN DRAIN TILE a p . ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY' 72" OC TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATION W TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIE.5 36" OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIIES 57" OC H SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL O LA to SUBFLOOR Q CONC. SLAB I I DOOR FRAME COMPACTOFILLM DOORGE I JOIST USE 2X8 -"•� STEEL BEAM FOR BLOCKOUT ' 4" SLAB ' e P.T. PLATE W/ 6X6 WMM I SLOPE 4-DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT V 1/2„ AIR S ACE ,�` <1 ° era 7 1 �.. , ° e U1 < I (WITH A NAILING PLATE IF NEEDED) x AT END AND �• p ° • p • :< ° .° , TO BE APROX. 1/2" OR HIGHER THAN G ADE ° Q --=---�t ES OF WOOD - _ — �p �— a G BEAMS I— ISI I (lo• o� CII °� •a • •° STEEL BEAM TO ALLOW FOR SHRINKAGE (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) d Q I ° �, b 6X6 W.W.M. ••e - .` - - -r.e - �. n _�If o' p 'p _ 12" GI d Gl ° p _ _�_ MIN. '�C •`. eC �'� �'a �'� n'� o ��NOTCH BEAM FOR MUDSILL. IF REQUIRED -- MAXIMUM p p SUB FLOOR „x, r ..:•..-:r.. µ a►t,� tI REINFORCING BAR - e. NOTCH EQUALS 1/4 DEPTHI OF BEAM II) e� n•o oo �� 01ST ,: x :.%`�''` fi�y ��.,'�. Y L` REINFORCING BAR ` .,' DRAIN TILE I.�•---®rl i' i '' 3 ' ' '4 o e• SHEET METAL 30 FELT UNDER BEAM AT POINT 12" / # !- Q7 STEEL BEAM e` OF CONTACT WITH CONCRIETE OR CONC. BLOCK ILII II II_I I_fil II "yr ��'' W �•° 3" PLATE (BOLTED T0161! s=y+F TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH O 2 4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. a^ SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. / 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT DRAWN: MH MS n �``�� _� SCALE: 114"=1'-0" BEAM POCKET TFC ;' • McBh 26,2013 Fy tF y N ' ' SHEET NUMBER: A-6 REVISIONS: WiND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: G E ']kN' E R 'A L T 'I":" S. t). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-$d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOiST 8'WALL: 3-8d COMMON EACHTO TOP PLATE 10'WALL- 4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PEIR TABLE 3.7 EACH FACE DESIGN CRITERIA construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PEIR TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PEIR TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8,d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16,d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 STAIRS Z 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under 40 0 NAIL NAIL construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION O anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 ROOF - FOUNDATION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4- 16d COMMONJOINTS FACE DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE F" p g FIRE PROTECTION Sym.. �y U attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 116d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® SEE FLOOR PLANS E_ such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAiL Z in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 20 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION O p 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK l� 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 '-" 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER iCESHIELD determine intended heights of finished floor(s) above typical grade. 7 . INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOR FRAMING. FLOOD LOAD MPH CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAiL ( ) 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOiNT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 11 - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOiST TO: PER TOE 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8), CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER 4- 8d COMMONJOIST NAIL ROOF SHEATHING REQUIREMENTS FOR Wi N D LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION NOTES 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be 3.5. BLOCKING 2 - 8d COMMON EACH TOE AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ b" O.C. 8d COMMON @ b" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: fU W to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 -16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 SEE NOTES: 1 ( BOTH FIELDS) O.C. NOTE: 2 FOR PANEL FIELD � z 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRiP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 13 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAiL ix W 8x16 cast iron foundation vent for eve 150 s ft. of area. q DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES o 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAiL THESE NOTES ARE ONLY TO BE REFERRED TO iF MENTIONED IN SCHEDULE NOTES ONLY. U N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOiST 3 - lbd COMMONJOIST I NAiL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 0 o U 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. N SILL OR TOP PLATE FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOiNT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES o 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. JOINT DESCRIPTION N ;~ Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACINGSEE NOTES: 1, 3 ( BOTH FIELDS) 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD X '~ U 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir, 5d COOLERS o M o Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10 O.0 . FiELD INTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. SEE NOTE: 3 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: P.0 >1 x o 1. N openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7), All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES z Lin 8 openings between 41 and 6'0 ,and 2x6 wall openings between 511 and 8'9. Provide fireNAIL to girder(s). JOINT DESCRIPTION IL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. A and blocking where applicable. QTY. SPACING U Ln 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall ^_S4 5). All flush beams/headers to Ibe installed with heavy duty galvinized hangers and PANELS 8d COMMON WFCM - SBC ) g g q ,s, U °J PLUMBING NOTES be used. � M anchors where applicable to all connecting joists. 7/16" OSB 3" O.C. EDGE N 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o w Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. WALLBOARD Sd COOLERS 10 O.0 . FIELD on plans. " 7). Provide 2 - 1-3/4 thick microtams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. " FLOOR SHEATHIN(i: other access openings unless otherwise noted (typical). NOTE: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY H 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the JOiNT DESCRIPTION QT)Y. SPACING where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. U HVAC SYSTEM NOTES 1" OR LESS 8d CON�tMO 12" O.C. FIELD O 9). Provide blocking bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists 1).PROVIDE 5/8"TYPE-X SHEETROCK FiRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Q' requirements. 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. �► 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF / N needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. ✓/ � 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir equipment supplier. 1). Nailing requirements are based on wall sheathing CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. „ as required by current NYS Residential Code-FIREBLOCKING REQUIRED 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) U Contractor and owner for final review and approval. is nailed 3" on-center at the panell edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural Fireblocking shall be provided in wood-frame construction in the following locations. � adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor over subfloor as per manufacture's instructions. such as shear plates, shall be used ito maintain load path. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 , 1). All electrical to be installed as per N.Y.S. Residential Construction Code. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and using parallel rows of studs or staggered studs. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, members,the tabulated number off nails shall be permitted to have regular 1/2" sheetrock. All walls to be taped and finished. drop ceilings and cove ceilings. e%„w,v 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current to be reduced sol - 16d nail er foot. " '` g�-. P . t a 14). All roof with a pitch less than 4:12 shall be installed with an ice &Water barrier or N.Y.S. Residential Construction Code. 3).to concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces n'�d'4 Z, y` y e0l under stairs shall comply with current N.Y.S.Residential Code.'' s`� approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM a .g,. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of � +.<' DRAWN: MH/MS torch down type material over. j a flame and products of combustions. SCALE: 1/4"=1'-0" 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. ya JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. F`: f March 26,2013 SHEET NUMBER: r�� A-7 REVISIONS: '000(rmirml EE - !_J_1J _ _ 00 0 -1009- } S. Y ( ;. r ''Y EXISTING FRONT ELEVATION FRONT ELEVATION SCALE: 1/8"= 1' SCALE: 1/8" = 1' z C/] rm 11_jj_ll Li r--r W Q O �/1 a z � rn 4 -- �, �c z 17 EXISTING RIGHT ELEVATION RIGHT ELEVATION °C o SCALE, 1/8 - 11 SCALE: 1/8 = 1 � x H O o U z N ON To .22 75_ u _ k ��1 ■■■■/������ n-K. .-n.+..,. rs a I ? .wi "r lam.: , •_ .- >-s ._ b -. �cz. b � _ _ __ ._._,___ ---...—., Ln :( .,r y.,.J J,,-'..� `� ;,.a ->:�,>�: ,_i. r,�,,��,,,�r =_�• 0d) , .r z...J,<. •fd �,� � -a>}•-_ ,��.-�,�.}' ,� d W"�,.� F'. �- ' � - �';. Y �: t;.,q` . 'srF s. �•', __x �,i �� ' d..��r' ���� ` �"'^�„y r"^� }y�'• -`r,""� w.L � N � � d REAR ELEVATION G EXISTING REAR ELEVATIO SCALE: 118" = V SCALE: 1/8" = 1' W O U) Ct7 ,.-1 N �4 w J d _ --- ---_ _ . - APR 19 2013 4 BLDG. DLPT. I x TO'r'J�;0-SOUTNOLD B _ — ----- - 1300 E3130303 . . 1„r1 ., f r. .' ` �( g. A J4 r".'f __.ii �-r ��-. _ •.'^vL,,;:.> - - - _ _ - — ` �F, ,,�"� ~.�'. �ii..� x: .l ULMU �'w� ' __ �' "'.'v 1 .. ?..�a "^t a )• a.- - ,_ �Y- 7 SI 1(_ �4,.. III .. - >',?.. 1 9fj' %tf'.i''• _ ... ._.. IIS(�--�•ISII EXISTING LEFT ELEVATION LEFT ELEVATION URAWIE: MH/MS 4` M LL.' SCALE: 1/4"=1'-0„ JOB SCALE: 1/8"= 1' SCALE: 1/8"= 1' #: rm April 18,2413 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALLNOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS GN A- 1 _ O „� MANUFACTURERS WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK, DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: I1 i a I • d p d . m o i 1 I 1 O 10'—p„ 0 CHEEK WALL p C - FOR STAIRS C - _ MPICAL)-'- ------- -_ .__ _ __._-.___._____-_ ---__._-- _------_ --_-_. . � 4 -*— I v • d p d • O Q d D P • d D d • O Q d p d • o Q d p d • p • d p d • p • d p d • p 4 I I I I I N O to I � ' 00 I d 1 I , I 1 _ „ 1 a CONCRETE PIER TO HAVE(4)44 VERT. , 3 —p I 4 ' I ' a STIRRUPS(TYP.)ON 30"X30"X72"CONIC.C. FTG. I w/(3)#5 REBAR em. T BELOW GRADE 4 ° • b 14'-3" '-4 14'-1" 1 I 4 c O - ° a O CHEEK WALL ; 1 • FOR STAIRS (V c (TYPICA'L) I N I 1 LO 4 I 4 • I 62'—91/2"10 a O 6'-0" 20'-31/2"_ 36'-6" 01 c CD , 19'-71/2p') 6'-0" 5'-61/2" 00 4 41 i #4 REBAR @12"OC ° VERIFY FIREPLACE - -- --- -- - °c '�„'e>c .'o�• <n .'o.,Q•a .`" DIM.. &AT FTG. (TYP.) --- - ----- n✓ 00 O N FIELD PRIOR TO ------------- ---- ----- ---- I -- - ------------------- --- -------8x1b1EVTAll 1 �C H ' p d • °' o . v WQ'ul dI1I1I1I,D 111 D d , v 4 1 p - 11 I11�„Fl�1I1� d 4 ---- - ----------------- ------------ +I,- ------- ---------- -- --- -- . "�o I �+� A L S h'u`;,_ n n4L� •Ae�rn •L8a.''��d1 p •--d--• --IM-� ----------- ----_- - p ' - _ I1 _e D 4 D '• • v -c--.--D--•--4- -D--'•-----v--O--. -p-- —61/ 8" ," J„ 7/4"20, 4„ 1 f 4-__p '• ---v O - v Q • f III 1111 111 O Ilt - .,-- -• 1-- --,• ” I I "C''III IIII W 111 � 1111 I , , I , � 1 • , 6111 II11 Q 111 1 I VIII 1111 Q+ III W 1111 I G , FLUSH HEARTH I 1 III 1111 111 ” A 2X10 bF#2 FI @1, V .A _ a 111 1111 11' " v till - — _ — - STEEL LALLY COLUMN , �) - — -, v l a R:I: IIII ��� I .I � lilt (2}2X10 DF#2 : :(2)2X10 DF#2. D • I III 1111 N III ,' l - 1-1 N "" -'-24"X24"X12"CONC.FTG`------ O Int .�- III 00 „�- II11 t I • I I 1 ce1111 111 1111 (VIF) STEEL LALLY COLUMNI 111 w d, 24"X24"X12"CONIC. FTG.1 0 , I I ill , nn ul I ' I 0nn ul m 1111 1 , N 4 (TYPICAL), ill 1 'Jill] I I 1 111 1 1111 111 IIII-_• I 4 I •--1+1--+ 1111 \ 111 1 Itll 1 1 1 1 /2X10DF;' n1 inn 1+I--, r nn 1 I v ' 1111 ^IIII 1 111 1 Ij�l 1 I • , 10'-71/4" ” 10'-7" 10'-31/2" I ,II I 13'-81/2" 1 16'-31/4" 1 I I v l 1 �I 11 1 'IT, ± ` 1111-' t 4 I C 1 I I 1111 •--1+1-- I I I I I I I 111 1--IMF-, 111 IIII I 0 I a ^"' STEEL LALLY COLUMN' "" '- "' w 11" #4 REBAR @12"OC ' sf 2X10 DF#2 F1 c,16"O un 24"X24"X12"CONC.FTG., n 1 &AT FTG. (TYP.) v::' (TYPlCAL)1 I@ 1 1 ni nn 1 I In 1 Int N 111 - V lliltilt 1 1 ill I -+ nfi I I Li 1 u 111 O N IIII '� I NEW CRAWL SPACE r` illi CLOSE OFF N � �1111 8' PC WALL,DAMPPROOP OPENING " ill ° fiON 24"X8"CONC. FTG.w/ a ui m ll nn a 111 lilt (3)#5 REBAR -IMF-, Q �, 111 1 1111 ' STEEL LALLY COLUMN 111 1 1111 I 1 l i -'+''-• Q ® ' 24"X24"X12"CONC.FTG. #4 REBAR @12"OC •� a n 1 1 1 u n I T FTG. STEEL LALLY COLUMN , ,,, , I , nn , (TYPICAL) &A (TYP.) 24"X24"X12"CONIC. FTG. I O I ' - O (TYPICAL) lilt x ntl r+r U Inn 11111 II111 11111 O O 11111 11111 O U o 36X24 ACCESS lilt; iliii N int, BATH tt1 1-0 inn nut tui lin I illi; I nut nn nn1 —4 _ ..•. 1 �h uui � nn1 111, j ]IlH 11111 nn N lilt 2'-4" nut I1:' III11 I 11111 CLOSET EXISTING GARAGE lilt 9' 43/4" illi; - -,mr- � nn4I MOVE EX.COLUMN: : : lilt, : 1- - nn jIj &GIRDER OVER I8'' 1111 11 ntl •- COLUMN TO HAVE ' l unl 24"X24"X12"FTG. ;Lm 11111 ' II G , •j ,1111 1�.1 IIIII N 1 111 I '� 11111 III IIIII 111 fin, n, Inn M O x +=�1 c SOLID-CORE DOOR w/ nn1 Obi m O 4 ' n illi; WEATHERSTRIPPING 11111 `- FAMILY ROOM illi; &DOOR SWEEP '� x ° v III F 11111 U � 11111 �••� tui lint nn "Cj Z w u "� un, 1nu nn cs U) d; I - [lilt 1 1 1111 1gill \ 11111 1 I 101 1 t 0 I .��" 4c, (� _ ::::',BOXN MOVE EX.COLUMN' : ' 11111 : 1 lin : cSS rr m m IN STEEL 1 I 1 1 not 1 1 it1 I �\ J I &GIRDER OVER IB",_ _-IMII--+ --IMI--• j,,i T U y nn IPO5T5(TYP.) COLUMN TO HAVE + ` 1111 -- i1 II 1714 24"X24"X12"FTG. I ""' „„ 11111 L111,1 II111 ,111 IIIII STORAGE AREA 1111 N 9 v FOUNDATION PLAN --- - - — 11111IIIII 1111 o T17 1,111 „III 11111 1111 „111 ' IIIII II11 „111 ' 11111 II11 SCALE: 1/4" = � 1' IIII, ' 11111 IIII 11111 - I , IIII, IIII' 1111 i IIII IIII: 1111 llul - - - -JLLIL 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.TOP OF FOUNDATION TO MATCH EXISTING.EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED j ' ; ; i t ; ; 0 ; PER N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS COATING. nm MOVE EX.COLUMN: : : ' ' : 1 IIII 1 F•-I :111 &GIRDER OVER 18"' V COLUMN TO HAVE `- - 11111 • •--IMI--+ 2).FOUNDATION TO HAVE 24"X8"CONCRETE(2X4)KEYWAY FOOTING. � - ;;;; 24"X24"x12"FTG. i1u l illi o FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ""' lliil "" V) ON UNDISTURBED OR COMPACTED SOIL(MINIMUM 3000#CAPACITY). 3 I 11111 3).FOUNDATION SLAB TO BE 2"THICK. W2'-0" Z11ZZZZ1 4).PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES tinARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR ' ' 111' FIBERGLASS SILL GASKET. ---5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I F-0"OF CORNERS,INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 4'-8'/s"x 4'-4 13!16" ' ' ' ' ' 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE ICW245 REMOVE EXISTING EASEMENT 1 , 1 1 1 1 1 WINDOW CU;f�)Ut LARGER Ic BLOCKING AT 8'-0"O.C.AND MIDSPAN. OPENING.BOX IN NEW ' ' 171 WINDOW w/SAS ACQ 1 1LL1 I i i i 1 1 I I I 1 I 1 1 I O EX._2X8 GIRDER BILCO 4066C (VIF)SCAPEWELL INSTALL PER MFGRS.INSTRUCTIOMS C - L-----------------• 2X6 ACQ ------------------ -, .,•{ i,.t-"' DJ @16"OC .4C' - -�2�2X8 ACQ GIRDER , s _C_______________ _ .t: DRAV�N: MH/MS 6'-6"X2'-6"C( NC.FTG.w/ ---- %z"---- - 6p—9" ----5r—31/2„---- - �.'1 - SCALE: 1/4"=V-0" #5REBAR 9 10"OC e.w. 3' �� JOB#: April 18,2013 r* a BELOW GRADE(TYP.) 17 —4 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS l MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PIRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. u . REVISIONS: 10 0'-21/2„ 44'-21/2" 56'-0" 70, 19'-11/2" 7'-0" 18'-1" 25'-0" 6'-0" 25'-0" ♦ CHEEK WALL O 0 FOR STAIRS V D - (TYPICAL) l Y • • , 1 � p d • � a ' C 1 O I ' 10 1 I I • I�' • O O O O O ' ' ' • d p d o • d p d , . d p d , p . ° D d , p i 1 • o • d p d , 6 p • . O O O Q I I d p d , a • d p d v ; 8"PC FOUNDATION .. w/16"X8"CONC. FTG I I i I 2X4 KEYWAY, (2)#5 REBAR ' I i I 1 I 1 f . i C I I 1 I 0 I O I I I • � I I I v I I I d- ' ' ' 1 • � �fwyV'I 1 i ♦------ -------------------------------------------------------------------`------------------------------, 1 I v I t ♦ O 1 I p I • 1 I i , I g, I C 1 I i I i •�w v 1 I I • I I � i • ; O "aJ O ' a ' ' i 1 ♦ I • d D ° , Q . I I I I I D I ♦ ♦ O I I , " ' O , f, 1 I I p CHEEK WALL 0 • 36'-0" O' O" ' 10 0 D FOR STAIRS D - ' ------ "' ---- --- G INGROUND POOL � - -----------------•----------------------•----------- -- ------- (J'YPIC }------__ ..- -- --- ------ ----------- -------------- - -------------------------------------------------------------- - I 1 AS DESIGNED BY POOL MFGR, , .. ; 77, 7777. d p • e • d p d v o • • d p d . v • d p d , O p • d p d , o + • d p d • e I ' I 0 I ' VERIFY DIMENSIONS& ' v I ° N N ' INSTALLER PRIOR TO ' • � 1 0 O i r 1.0 ' CONSTRUCTION i p 00 I v I ' 1 I • I ' I • �{ , Er —CONCRETE PIER) HAVE(4)#4 VERT.REBAR.3' O"' 5TIRRUPS(TYP.)ON30"X30"X12"CONC.FTG.It w/(3)#5 REBAR em.T BELOW GRADE a ° ' 14'-3„ '-4 C 1 1 1 o I 4 1 f o 1 I I O � ' D I I v I v ?-� CHEEK WALL , v OI • FOR STAIRS (rYPICA'L) , I N PATIO STONE AS SELECTED BY OWNERS F�f, v OVER 4"CONCRETE REINFORCED �� O G i w/6X6 10/10 WMM AND CONTROL v e O b °• JOINTS AS REQUIRED OVER ; ~J NO p COMPACTED CLEAN (DEBRI-FREE)SOIL F--I CO 36'-6" D� i II : 1 19'-71/2" 6'-0" 5'-61/2" ° 00 : a -- ------------------ •--------------- -- I i 1 t ; #4 REBAR @12-OC I • I "d. ^ G ° <I " ct ` - <i &AT FTG. (TYP.) I • I VERIFY . aD N .'o' n .'o' v .'o' v .'� IN FIELD PRIOR CTODIM. 0 _-____-____-____- ________-,.____-.-_----..--___.-._.___--. -__ __-_------_------- ---------__ __ - _ _ ._`-8-z617ENT v ' _ " c °^ a °^• � a CONTTRU�TrC115f P. �--------------- ------ -----.. _____________--.-.----_------------ -----, cu A A i9'& A_'4 l7' cJ D O ♦ • • d d • p • d p d • p • d d • p • o G .'a P, n b .'a D v d d • N I _ D 4 O ♦ • O 4 O • v • p 4 PJ • v • p 4 O O 4 O • '� • O 4 O • • O 4 O • • O 4 O • v . O 4 O • • p 4 O • • O 4 p . • v • p I .��.cu Q n • d p d , p ' ' D D o e a e a e o a o e n1 Int . ___ -__ ____.--_---____--- ._---_ __----- _ -- ---- _.____---- +-- --__----__._ __------.__.__._- _-.-------.----____.__.._____..__.____ _----.- -----_._-_.__.---_ _,-_.----------.____.__.._ _ ---_ _._...__.__--__.___.-----__ .___-----,.._--------- - -----.---.--_-----._._- -__.-_-__-_ ________________ _ _._-____-- Cn M C ° C ° C ° C d • e e O _ _ 'A O'C �'A G•A ✓• _ q Q� " 0 .9 ill 22' 8" 1111 ' 4 •'� 4,5''-a`/,,1�4"c' D .'e ' I i ; '— 1 " O 69 0/z III 1111 ., e 4 ' ,• � � a . III a 1111 , , I I l:J W III tLl 1I I1 ♦I--;--, �--i..-,, I ° , r', , (ZI ++ 111 l u l I I FLUSH HEARTH 1 Lr - 1I I ^ 1111 1 1 I l --1 I I ,t� Q1 00 +' O ____ __..---------4 (2)2X10 DF#21 p I `� �' � - - ^ -I •- -I � I � '^� 111 O , J 1111 2 2X10 DF#2 , ' ' FOUNDATION PLAN StEEL LALLY COLUMN , I 1 GL 111 0� r� ry 11' `'--74"X24"X12"CONC.FTG.`-----' c6 v c'ri m (VIF) SCALE: 1/4" = V U) u C,.� 111 1111 I I C N v C\, to 6 � y U O BILCO SCAPE WELL �j' � a� 777 7 17 7,77 77 n>,_�t�,. — tc t -"�... ------ • J ', ,f"r�,f�`^KP'.!�r '\,,y-^Fi' � ..L���•�y,„< a I � � .I_.�j� h ,�'� ,� ,t• _ _ _ 1"__�'�_':� �,I I _--_-1(� I i=i•'_._-_I I i I I I�I 1==_�_l�_� �_�``-- -�w��b. `:__II. _ ':;,�,� �Y•e,�.,;;� DRAWN: MH/M3 SCALE: 114"=V-0" - ::.._:il._II�III I I� I�jI __::' 'I 1�.I�l�_�—v. :� �I,is =1��ii=- s` • t" ° JOB#: �_.-�� April 18 2013 ;v SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIIORTO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: ------------------ ------------------ ------------------ 0" 159-5" 0" 1111 1111 1111 1111 , 1 1 1111 1111 , 1 1 1111 1111 I 1 I Illt II11 , 1 1 (III 1111 , 1 1 1111 IIII 1 1 I 1111 IIII 1 1 1 1111 1111 1 1 I STONE PATIO I 1 1 (RAISED) 1 1 1 1111 IIII 1 1 I 1111 II11 1 1 1 1111 III' V1 , � 1 1111 II11 Ntill COVERED PORCH STONE PATIO (RAISED) O nll nn Ln nn n11 � un nn + " nn nn 62 91/2 1111 "1lil1 + n , » + " ++ 1111 � ++ � 'ISS 11 -0 18 -2�/z 9 —91/2 9'-7�/z 11" 11 -3 2 -1'1'1 1111 1111 70. 1 1111 NOTE: 1111 n n INSTALL 1/2"PRESSURE-TREATED SHEATHING ALONG PERIMETER ;;;; O OF HOUSE AND PATIO-MINIMUM 2'UP SIDE WALL. iiii TR3010 // ' '/'% TR3010 TW3046-2 TW2032-2 REUSE E (STING "" REUSE EXISTING / ';�,' '' / i REUSE EXISTING "" (2)9-1/2 ML HEADER (2)9-1/2 ML HDR. I I 2 2X8 HDR. / ! �//i (2)2X8 HDR. ' -_'--------- PROVIDE �' i' i I '/;•' L] N O h I DRAIN PAN ;/ NEW DOUBLE T I N FOR WASHER I I 1 MASONRY H� O O r 3'4" I ( FIREPLACE cXv �o H� ++ ' " FLUSH HEARTH `✓ c m t>• ^ LLI A I 21 5 4A5// _ 5 -7 I ce co a �• `— I Q 7i �D NCL; ( CO z W 5/z" N 5'-4�/2" 3'-3"1'-41/" 13'-5" I 16't6"11 01 I o N I I I I no T a X BEDROOM No. 4 _j I I o cn o ce =� I FAMILY OOM 00 I 0 N xl I I v to CATHEDRA CEILING M i EAT-IN I I x O RR. ' "'� KITCHEN I I I Qa�J 1 �(� I 1 I I N ' M~ G O BATH I I ' - No. 3 LO CLOSE OFF OPENING 5/8"TYPE-X SHEETROCK n I I No WALL TO RR -------, TO BE INSTALLED @ Q / ;� �I I I o� U1 W 1 ON GARAGE SIDE ° • `v I I i X MFaL- o 1 ABOVE BEAN[ N w I _ _ ; (2)14 ML UPSET BEAM o (WALL ABOVE TO RAFTERS) - It It WIC iv pD7 __ - — . (2)74 ML UPSET BEAM _ _ _ Q (WALL ABOVE TO RAFTERS) REPLACE EXISTING DOOR HEADER I w/(2)1-3/4X11-7/8 ML HDR. r� U 2X8 CJ 1 ' 1 1 ' N BENCH 1 I I II I I --------- EXISTING GARAGE ` EXISTING KITCHEN (2) 11 -7/8 M� , EXISTING MUDROOM ' UPSET BEAD ------------------- II II 1 45 MIN.FIRE RATED DOOR ._ ' w/SC HINGES&STEEL JAMB ; OO 00 1 N Cj , _ M 1 M e}+ D G 4 +s I ------------+ ° 1 O rI G 4-1 EXISTING BATH u �' °------ - ------------ E o� O C9. EXISTING LIVING ROOM �,��i � 1 1 LO 1 1 1 1 1 I 11 W J I � FLOOR PLAN I 1 1 '"------------------------{- 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I SCALE: 1/4" = 1' ; 1 I 1 1 1 1 1 1 1).PLATE HEIGHT TO MATCH EXISTING(8'-0" 2). EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. ' ' ' ' �•1 1 1 1 1 1 1 1 t u 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. EXISTING BEDROOM — 1 1 1 I 4),PROVIDE 2-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS 1 1 1 I 1 1 1 1 ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 1 1 1 1 MICROLAM HEADERS. 1 I 1 1 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 1 1 1 1 APPLICABLE.PROVIDE DEBI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. ------------------------------ 6).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 J V C AND 2X4 WALLS AT R13. 14 7).INSULATE CEILINGS WITH R21 INSULATION. 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET POCK. % j*) fJ U S6 BATH TO BE MOISTURE RESISTANT. LL+ `f� 10 DRAWN: MH/MS ;+':=;f4y, �• ;Ri SCALE: 1/4"=1'-0„ 1 .., JOB#: -- ------------------------------------------------ --- 't. 1 'r.'.:�'.,"7•. ' 2013 / -------------------------------------------- Apri11ETNU - - - - ;k „ ';: SHEET NUMBER: ✓' - ----------------------------------------------- C\.*S� } t�•\''}I�`4 R,y�} PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE(COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-3 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: --------------- --------------- --------------- O H W H a ------------------ v� ----------------- Z ------------------ O INGROUND POOL I--I Q 0" 15-591 0" 10 fff Z ' STONE PATIO f f (RAISED) ; f p a fff' � rxi ffff ff�f � COVERED PORCH �� E PATIO p n n n n (RAISED) �..I x lin lilt In fin ilii ct � U f�ff ffff 62'.-91/2 1 Jill IIII CDC:) nn nu N 18'-21/2" 9'-91/2" 9'-71/2" 11'-3" 2'-1��5� ffff ...f ffff f�ff NOTE: n u n n nn nn INSTALL 1/2"PRESSURE-TREATED fnf SHEATHING ALONG PERIMETER ' + of ! nu ffff % of OF HOUSE AND PATIO MINIMUM fnf !/ TR3010 2'UP SIDE WALL. ffff TR3010 ', ; �. i� ffff TW2032-2 REUSE E 1STING REUSE EXISTING ' 1, i /i j REUSE EXISTING (2)91/2 ML HDR. 2)2X8 HDR. �// (2)2X8 HDR. -------------- PROVIDE 7 DRAIN PAN t t / NEW DOUBLE x N o H FOR WASHER �' p a' C,4 !! I I f MASONRY X ' !} c /2X6 DF#2 C1 016_'_OC T-4" I I t FIREPLACE N o o i-� N u 4f 5ff 5'-7" t t FLUSH 71 HEARTH N fn X _ A O rn cj X f ff-' N D f n I f ff f " I I f ff � 51/2 LNx 5 -41/23f-,31)1,;-41/ 13 -5 16 6 I m @) . f M I I orn 0 0 v � FLOOR PLAN z 40 4 FAMILY Room 00 u EAT-IN c0 CATHEDRA f CEILING o SCALE. 1/4" = V m .�' I ►i< T- ' Itm I fN� ;D � U KITCHEN 0 cn cs � 0O LL `._J BATH nt LL I IN , o� N 0 a f _ II No. 3 r` In I t CLOSE OFF OPENING I o 5/8"TYPE-X SHEETROCK to I I I d N- TO 8E INSTALLED / `�! r' I I f = oa ON GARAGE SIDE • NI I o F- W IleX II N _ _ _ _ (2)14 ML UPSET BEAM U ; o _ (2)14 ML UPSET BEAM _ _ I - - I"� O (WALL ABOVE TO RAFTERS) ' �JIC N 00 - - ' in (WALL ABOVE TO RAFTERS) REPLACE EXISTING DOOR HEADER Ln . f. . f. . . W/(2)1-3/4X11-7/8 ML HDR. f f tj O O BENCH II U tJ') f� fir r� DRAWN: MH/MS SCALE: 1/4"=V-0' JOB#: April 18,2013 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMIMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A�3b MANUFACTUREIR'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIO)RTO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: I , , 12 , I ' 12 Lu I 1 I ' , I I I � I ' /2X10 DF#2 R I t 1 I i I i (2)2X10 DF#2 .u. . ADJUST SOFFITS A5 REQUIRED TO MATCH EXISTING (TYP.) x x N I CHIMNEY o a . Q ID //!/ii////,%/i'////f/-}i r;x�i,t,iI,{,I�I,,1tiIr�irII'i'`�i yy,����1_✓'flIt',i,II�I'I'iII,vt''fffir-IfiII'`�''./////."-_.'''i' ii//,'//-/'////-/''/'//,/',%�_//////i'///',i//-'/%'"//,/r-j/'//%'/-,'//%//i'/--//'/,///'i/-,Jj%2'-`/ii L-`.ji/'-/f/_�;%//`/�---'':i-,'-%i//o'//9-//-,'/6./J/�////i/',;/i/'/%'i-/'/'/''%/-/j.'/i i'/%'//'-/'/j,'i-%*/'j�i'-i//%�/�-'//'/-'///�-/-//„'%-.i,' /MAad--.%-/,j/-'/,-i//-i'.r/y'-`-/��/1/1{ti'j`7-///!i i-/,''f/'%-//J/,/-/j/!i/-//-'-/////!-i!//i/-f•/i//''//-i////-/'//'/J-f/;/'//-/i-�/%/i;f-,-//•////////f/-/-'///�/'/�/-%`//'r/--//i//--//N'/.f//ri;,/`-_' /k/;fi;'I ji-.�,.�/.//_-/%/Q/i-'-/%/;',/'-_'/',/'i'///.-'i_f'/%`;////--//��_�%✓,1,r�''I'I,�IIi;II;1v i,'�,/'/1/.r_'i',f1,'',,,Ii;II;''IIrI'•/'./''/-,-/1'_/%%f/,i//_._'J/_�,/•_c//_�-_-„ilj//_./-__/.i'/''-}__x.I.,/-`�.-I,-./_”/_-%�./_/-!-.,'_/I1i,I%�.-/_`--,/I1iI%`-._,%_%1--.;`iI;;i1 Iii/`y/`-,,ft,wII;;iII�,/-/_-i_/'-/'i/�-f_-r_'_'/.-./✓.-%_-�_,r/-_/_!--/C-r--_-_./j-.-�_--/_///%j-/�/,-i/%.�i/.'.f.i'iiI/lw��,,;III'�'�,'iI"'II'1'i1I"'II� _ /._%'/•,'__/'_.%/_//j/%/i__,i-,//�/i_-=iii_-ix`%_//_i2'%././�- ,-/%:'.ii�1_'__i`r/'/_-r/_'i/'l�'/'_i-/-_!j/i.-/i__/-_,'//./'//i_.;''_./�/'./,/-.'/j-__;/!%-._/_/'_%'/r i./_t_`/'_//i///_i-,_'/'/''/_/_-�-./.'/f-i`;r-/._%/!.�-i/ii%/'-%/_:/,-,///%%`__i-'.i/!//_i'_/"i-1I,j I/'//�%_,//-4I✓1�I,'//-'y_--i/`•;'i'i/'f'-_//-'//'//j-/./-//../-%!/'-__%-/-/'///'-__//-/!_`,l%!//�,'_�/�.�/-.%i./;!'_i-.-//'_-//,,''%?f�_;__//;j/i/�i//_--/%_-/_--/',///.-/i/.F_7 if/_-%////.;//_---//i-/../__v,'/,/i/N//ri/t__j-rj/�/ /__--/_'%'//',�-,',j,',yr,ii'1S*y1'I1i�'_III„IIIIIIIIYt,,iI,r'Ii1,,,}',iei x't'1I,;I,1III�rl✓�I,II'I;I'`'+',''i�,1' 'II_-i:i/;T iji///,-'/_-.'_%/_////','/'/r_-_///,-'.,%//'ji%t///-`:_/-/''/`/i,%//-%%%%'_/////I/'///�♦./j_/'.(/.//'2//-ii/'i'/)./%_-/ii'-//_/__'////'i''////y_''/'//;•!!///i///% i/%,,_.`/.,//.///i/_/_;i,/j./;%/'/'-%/1�`-//%///:-//%-,-///1!/,//,///:i/,_//i;i.//%'�/_//''/`///�/-/'/-/,/'////;i,-''>/`/7i/''/''r/l'`//-////-i//,=/'//'�/�%'///%/'%'_/.////•//i!'//iii-/'/'!/%-/'%_`'//�/!/'i/`'i-//CH/%I/MNi'�MTN"/i///'//E ,Y .__ ----_-__.____ _ ------------------ ---- ------------- ----------------- --.__ ___---_-_ 2 X10 D_F_#_2 /%//�/ir/�i_-/,jii////'/''%/'i!!/<//'%//•///i/!-/!'//,I,,,,/, _/-�i,/,'//f'y�,yaIi,'I,1I,1"'1IiII,I,iIIIIIII�I.•i'y./.y�ya,'r',1I'I'i,7�1I1✓1IIIIII',tI,✓tI YIIII I ///'/%//',///-_%'�/i f,//F j-/-i_//,/'s-,'�,;//'///!/'�i'I�/;'i-'j'%d//''i-_/'%/_//i'/i/i''+/__,!1,';//'/�',////r,-%/-///'`''/'/iis'/J-_/.i-/•'/;//�-/_i'�/'/�'/'/'"if�;__'//.'./'',i�'--/''/./,/A./'i''/I•'///.////i/'',_`///!////i[/_`�/ ///i%'//y_/_/!/i//,'I`/--//;`'•1it///�i///,'//'/•/`-///''/i;/l/j-/%`'//'/f`'',/�__%'/f/,_//-///%/i/� r///`�5-�4•�j/3,if�Ii , / / / , ' vOW1�OO�i1GbV �w 2 RR 016"0C +i�OVF�rEONHVx=--.+�V►�U"O 2X8 DF#2 RRn16"OC W, , V INSTALL LOW ROOF PITCH 12 xROOLED ROOFING AS PER MANUFACTURER'S RECOMENDATIONS OGEE GUTTER - STANDARD 5 __=_`-_--, NOTES: 12 x 12 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARIE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. r-- ----------- - _ /_ ___^ __ __ __ __ __ -------- 2X12 PLATE' 43.INSTALLATION:A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. -----------------.-____________ -1 .GUTTER TdBEPITCHED TOWARDS LEADER "TO2"FOP PUN. 2 .SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND Ij ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL U CONNECTION WATERTIGHT. 4).PROTECTION: A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. COMPLETION.B).TOUCH-UP,REPAIROR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL 2X12 PLATE I p W4 z z T ROOF PLAN %cSCALE: 1/41 1 O.G..1).INSTALL 2X6 DF#2 COLLAR TIES AT 48 2).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA.GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. WEXISTING 3).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. 4}.APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND f V DIRECTLY 70 THE DECK ALONG EAVES. NEW'ROOF AREA: 5).USE ICE&WATER BARRIER UNDERLAYMENT IN ALL NEW ROOF AREAS. 1567:SQ.FT. @100)%RUNOFF,2"RAIN HR.:ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS �WITH ROOF AND SIDE WALLS(TYPICAL). 262 CU.FT. PROWIDE: IX DRY WELLS TO BE 10' MIN. AWAY FROM HOUSE 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING (2)8'dia.,4'deep DRYWELLMUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE TOTAL CAPACITY: 338 CU.FT. /z WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS OO COMPLETE. 8).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. UFOarI vj 1) USE GALVANIZED(ZINC COATED) ROOFING NAILS,11 -12 GAUGE WITH AT LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. MS 'y- Vt0o0L ” DRAWN : MH SCALE: 1/4 JOB#: April 18,2013 L SHEET NUMBER: REVISIONS: (2)1-3/014 ML RIDGE 2X6 I 'OC 1 1 i 1 BOO 1 1 � 1 1 � (2)9-1/2 ML 9-1/2 ML1 RIDGE VALLEY 2X10 DF#2 RR @12"0C _ 2X C LLAR TIE 48"OC f ' ' pQ @ (2)9-1/2 ML (2)1.3/4X14 ' 2 (6'0 BEAM ML RIDGE 2X6DF#2 C1 16"O 2X6 DF#2 CJ 16"OC ' ' Z 2X8 DF#2 CJ @12"OC 2X8 DF#2 CJ @12"OC 1� o _ _ U 0i W O L7 w U Q 2X10 DF#2 FJ @16"OC 2X10 DF#2 FJ @16"OC 2X10 DF#2 FJ @16"OC W (2) 9-1/2 ML (3) 9-1/2 ML (2)9-1/2 ML (3) 9-1/2 ML ° GIRDER GIRDER GIRDER GIRDER ' O p U 2X6 ACQ SILL PLATE ' STEEL LALLY TERMITE SHIELD • ... ~� (� o•„ p 8"PC WALL .� STEEL LALLY STEEL LALLY 1 COLUMN FOAM SILL SEAL , U DAMPPROOF COLUMN COLUMN o � cn � �'. 2"CONC.SLAB2"CONC.SLAB 1 •• x•01 s �•OIa______• a______a i x'01• p•01• ► • — i. _ .... �1 F1 24"X8"CONC.FTG. (3)#5 REBAR 24"X24"X12" 24"X24"XI2" 24"X24"X12" CONC.FTG. CONC.FTG. CONC.FTG. SECTION A-A SCALE: 1/4" = V O a � w p REScheck o ,are Versign 4.4.4 � � U H k.ompliance Certificate o U 4" - 3"0 ROOF VENT r"� 1�`1 ®� ® ®. 4" 0. 4" e • 4„ Project file. 3 I 2010 New Yo*1F r -IConserntion Strffolk'Catmty,New York 11/4 I I �I p C!J/ I 1 I I1 ® } ( I } ` f ` ' • � tuctm ngt9(EIlLAV, O 1112 11!4 ect Type: New CrID^ns&u1G Ian, W.C. SHO ER F.A.I. �l \ I ( r f 1 / r P1E�L �Ir !Area: 0'� OR ATH *10 STAINLESS STEEL {{ 1 OR GALVANIZED 1 I G1r�1g.I Pe �' 21 3 2 CSI U WOOD SCREWS W/ ` , I „ , e r I r ! ••r •r Ij(r { I t� r�e>� 1 114 I C.O. WASHCRS 0 12'O.C. ( / 1 I I I I 1 I I t\ C) U 4 D.C. 12"OC 12" I I I IPemY1 Dab?: I cc � ( I l { I ' n �1Constuafi � 11/4 3/4”APA PLYWOOD 1 114 12 w 1 1/4 I 1 r! I I ` I I I SHEATHING s` QJ + l �: ,l�JllrDO l+ I I 1/2"APA RATED SHEATHING I I { , \ I / I I I P.O.�Sm SINK LAV. 0 GRADE PLYWOOD f I I I I W.C, cN U / IVER (ALTERNATMVE:7/16"O.S.B.) 1 / l I 1 e I 1 t I , I ` e „ Y 5 0 ! / l / t / 63`1-734-411 OR ATH .0 1/2"APA RATED SHEATHING 111 111 w + I I I II ' GRADE PLYWOOD j II +ra"v i«.x�;�.a t:�.� ;, r,1,3, .: F."a. `'•'a n a„,. ."..',c.+.",.rs:, _*�,...m„ •"a".kw. ,s1.a..�ti_',A�4,..rr.,^."."h ."..,.,.,.k,,��.a:,-, ...,a-,a.,-,M,<a�.:.wm„'.:r. ,,.icCaw.�;w,,.,+a,s.,n.,...�,,.a,.a.,n...t,..nn..5�„I',wbu�”...,�,�:� 1 3 4 z® (ALTERNATMVE:7I16"O.S.B.) _ N Ln U 114 C.O. .�'m`�D•"+ �U] e C.O. I123 I#10 STAINLESS STEEL 2X4 DFi2 r ( I OR GALVANIZED sruDs 01YI3T : cm 1 rftCode I rl+ J*. 2 Y 1r A: 9tWOOD SCREWS W/ ®r WASHERS�11”O.C. / / wlNDow SILL1 ` ) ( r ( I' r% trtl rs•lure OW9ll ft h rd w a crate+ sly ha►ara abdord aftftda ------->TO APROVED TYPICAL WINDOW OPENING I • J •• j <I • ( <I • � '�� SLOPE"1/4 PER FOOT PITCH TO DRAIN HTRAPE SEPTIC SYSTEM (LESS THAN 4'0X8 0"OPENING) k10 STAINLESS STEEL OR VANIZED WOOD SCREWS W/ Envelope hssem {i WASHERS @ 12"O.C,� I PLUMBING SCHEMATIC g» TYPICAL DOOR OPENING a eMULTIPLE PLYWOOD ASSEMBLIES 1 is r @ ' tri `A�a P N.T.S. (LESS THAN 4'-0X8'0"OPENING) 2.1X4 DFR2 STUDS CONNECTED ." ' 1 1 U ;. TOGETHER WITH STAINLESS STEEL `- - ,. :.tl+t 1,4.i=,. , rF.,.- -- * < -rte -- 3 OR GALVINIZED BOLTS W/WASHERS ..�....+u,siw„j.+.. r ,m�..,»,. .....,..,.aw.+,+,�M..... 'v .....,:. .wa.....,"+.aa.».�u...w ,;.,.v aa�w.;...,w-;.£. '- ;..„,.,uaa ..�:a.., ,ma's•-.+:,.. .,,..,.sasu_- O AND NUTS A 2'-0"D.C. F=r 1:Alt-WOM MSb71USS.-0,1P_r '1C'l7RtC".' iY1a?�!�:''T3' ? 968 3G.0 Mo 32 TYPICAL MULTIPLE OPENINGS 0 '� �' 1Z4 13.0 13.0 8 � (MORE THAN 4'-0X8'-0"OPENING) II'MI 7.8. Depth vvvN grace-6z N Irlstlat,ors'dam;.7-T H WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 'ri'� "pWOM ' ' P ° '° a�HGC:l3.D3 AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) Wlrdow 2 VWW Frame Do&e Pare 3 0.330 1 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" SHGC a'0 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO 1`f9 1:WWI Frame,1E'13,.C. 1,Di'2 19.0 0.0 049 COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1,4 OF N.Y.S.RESIDENTIAL �i CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. Ift"dlMOW 3Y Wood Fr3r"1e:D We Pan W!h L -E 26 0.300 8 C� ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS,SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. SHGC,.11•00 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION, 4'J11'It11 4.'4 bob Frac^et Dot *4_P3rse ,Is'L -1= 128' 0,3.120 40 x111 :11.133 zr I:Gla•=:s 42 0.320 13 CeTI 1_FlatCePr1g or-,CfMNTn= 633 Im.0 0.0 24 , 4r Ceri g 2:C..r8t4f.1211"cellmg 29 30.0 13.0 ID y,. „��Cr"•5r,� vglg >r :r:�.r;;•, Via:.. s DRAWN: MH/MS ft. ,x • '� SCALE: 1/4"=1'-0" JOB#: Tft: ate: 041W13 4 Lx' April 18,2013 , Data f arae: O:�l r �St i�onl rl n1� E , �fi+ti N.c P ) += '' SHEET NUMBER: REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ENDWALL RAFTER CRIPPLE STUD WALL STUD •• BOTTOM PLATE n • RIDGE LEDGER BATHTUB u DOUBLE JOIST HEADER ; SIDEWALL. RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBERI DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION [!2 TER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC O F—i WALL STUD r� THROUGH-ROOF EXHAUST W VENTS SELECTED AND METAL STRAP ` LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF VENTILATION CHANNEL Q CHIMNEY AS REQUIRED Z RIM BOARD RAFTER � O SILL PLATE(S) WALL SHEATHING RAFTERSNOF NTILATIION WOOD JOIST r� U SIDEWALL FLASHING FOUNDATION � � � � � � � TOP PLATE FINISH WALL AND MOISTURE 2x40 LEDGER BLOCKING Z Z STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA / BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA _ FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA GUTTER THE SPACE VENTILATED. ALL OPENINGWOOD GIRDER INSTALL 4'0" O.C. ��.' SHALL BE COVERED WITH CORROSION- CONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS �� PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT10 10-3 4" x 18 o. 7YDOWN ANCHOR CONNECT TO ON ALL OPENINGS / ``„ ACTION / g EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ' CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS ,� ' 8" - 12" RAFTER RT20 21-1/8" x 20gc. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS .' ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ` ROOFING LAPS BASE ' FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME Q) EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING [f-d W SIDES 4 INCHES AND LAPS NAILED TO SHEATHING 0 W SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST 0� 00, TOP PLATE U GIRDER/HEADERE- SIDE WALL FLASHING WOOD JOIST 0 U 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD tv FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREEETHE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO INSTALL 4'0IF ABLE, SET FIR JOISTS APROX. 1 2' HIGHER THAN LVL HEADERS " O.C. RAFTER TO PLATE AIR PASSAGE 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONFORM TO SLOPE / ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS PLATES TO EACH STUD 0 DBL. SILL PLATE UJ TERMITE SHIELD SUBFLOOR cw SILL GASKET WOOD JOISTS ccy) n C ° / rn NEOPRENE _ � ; 0 � , r CONC. SLAB GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE C� a, co o TYP. CONC. FOUNDATION ( A 6 MIL. POLY v DAMPPROOF EXTERIOR . _ BOLTED TO STEEL BEAM WITH" O - C H GRANULAR FILL 6MIL POLY ON EXTERIOR �' r o ° v STEEL COLUMN ' ,•p ` ; 1/2 DIA. BOLTS Q 4$" o.c. STAG. �' u ROOF JACK ,�� STEEL BEAM �+' v CONC c . SLAB 'p r rp a A p 1•o %j ANCHOR BOLT EMBEDMENT: � ' COMPACT FILL / POURED CONCRETE: 7" �` 4" x 1/4" x 8" STEEL -� ° p BLOCK WALL: 15" I TOP AND BOTTOM PLATE u, U � ' E ROOFING LAPS v • ° d ° y p FLASHING AT ' WITH 1/2" x 6" ANCHOR BOLT 'rc KEYWAY FOOTING /� r, e Q`p I. p Q CONC. FTG. 'p , Q•p C °' SIDES AND TOP � 1/2" GROUT N G E °J ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS o� � (USP LB PS58 OR B P583) WS REINFORCING BAR 3" STEEL COLUMN `^^ I I - DRAIN TILE �► p r ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT � I � SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36" OC H WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING HALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OCU SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL 0 Q 1 SUB FLOOR �— CONC. SLAB I I -DOORFRAME -- � 6X6 10/10 WWM GARAGE JOIST COMPACT FILL DOOR I I USE 2X8 STEEL BEAM ". FOR B LOC KOUT 4" SLAB W/ 6X6 WMM � I SLOPE w P.T. PLATE I .� 1 ° 4"DRIVEWAY — NOTCH JOIST AND ADJUST HEIGHT AIR S ACE 1 2" ` 1 < e / � < .7 1 2" ,° e e (WITH A NAILING PLATE IF NEEDED) � AT END AND �• ." •,p - ° n ° :< • ,• , TO BE APROX. 1/2" OR HIGHER THAN ES OF WOOD �p STEEL BEAM TO ALLOW FOR SHRINKAGE G ADE "n"""""_�s_"r""' �� BEAMS °_ _ ° e� eo a • ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)jA 'Q �♦ 6X6 W.W.M. .�� _ _ e _ _ _ a12" o O 4 _ _ MN. .o�c -� ec ^ �Q'4 �Q', � �'� ° �„�NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM p p '? SUBFLOOR s�,, '►` Q REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM �1, D u- ° ° A REINFORCING BAR e ° / i I I ° 1 0°.°' �p eJOIST DRAIN TILE —0-1 III ° L%'n 41 ° 41 ° P p i a SHEET METAL / 30# FEILT UNDER BEAM AT POINT STEEL BEAM l 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK II—III .1 It i_iii n� a•° 3" PLATE (BOLTED TO BEAM a nk TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAM , ,.;t.,,, . REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM ,;:q,_ BRAWN: MH MS GARAGE DOOR BLOCKOUT , . r a'ryz� SCALE: 1/4"=V-0' BEAM POCKET r ;• JOB#: r .. April 18,2013 z=< SHEET NUMBER: -6C REVISIONS: G E'I`-'NE R L tN` 0 T E S WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES BUILDING USE CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-Sd COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PIER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PIER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PIER TABLE 3.4 EACH FACE DECKS meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - ,8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 116d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING-.- STAIRS 40 responsibility for construction, coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 1--•a precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMONPER FACE NAIL W anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE w Z INTERSECTIONS 4E- 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE Z 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE C) or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2! - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD O.C. NAI! Sym.: �y U p g HEADER TO 16" O.C. FACE FIRE PROTECTION 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel 16d COMMON SMOKE & CO2 DETECTORS SEE FLOOR PLANS such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION Z in table 3.15a-b. TOP OR BOTTOM 2. - 16d COMMONPER 2x4 STUD END p 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3S - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK O U 6). TYPE Il EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA ~ 2 FOOT SEE NOTE: 1, Q 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 2). All footings to rest on undisturbed (virgin) soil. NAIL NAIL Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 3). Provide 1/2" expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. JOIST TO: PER 20 LBS. 120 B SEVERE 3 FT.TOE TO HEAVY MODERATE 11 NONE concrete or masonry walls occurin in exterior or unheated interior areas. 4 - 8d COMMON g 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION NOTES BLOCKING EACH TOE AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD 5}. Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be 3.5. TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: ],3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 - 16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) (V 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD a along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: ] 3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL W 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES O JOIST ON LEDGER PER TOE 7). Dampproof exterior of foundation with bituminous coating as required by current DECK AND COVERED PORCH NOTES: TO BEAM 3 - 8d COMMON JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. d N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END U the below rade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be alvinized or stainless steel. 3 - 16d COMMONo g p p g g g TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, o U cv 8). Drainage as required by current N.Y.S. Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO:SIL!OR TOP PLATE 2 - 16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. I .- N� FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored T 1 N 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. • For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4}. Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES o otherwise. JOINT DESCRIPTION N Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) M 4 � o where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. a, v ri GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD X r. y 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOILERS o � Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 a' 6). Concrete piers shall be a minimum 6" above grade. � .., a, openings. LVL headers to have (3) jack studs and (2) full length studs on each side of O x o openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall WALL SHEATH 1N G: 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES -tz openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire NAIL NAIL a� y to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. C4 cin - and blocking where applicable. QTY'. SPACING o 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 ' 5). All flush beams/headers to be installed with heavyduty alvinized hangers and 8d COMMON1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall Y g g PANELS WFCM - SBC U, U E anchors where applicable to all connecting joists. PLUMB 1 N G NOTES be used. � - 7/16" OSB 3" O.C. EDGE � 6d COM,MO 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated ]2 inch o.c. nail spacing assumes sheathing attached to stud framing members with N r� S Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. a+ on plans. WALLBOARD Sd COOItERS 10" Ci . FIELD 2 . Verify septic stem with the Engineer for Suffolk Count Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - ]-3/4" thick microlams ( height to match floor joists) around stairwell and/o ) � P y g Y p pp FLOOR SHEATHING: • other access openings unless otherwise noted (typical). NOTE: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL v' provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY N 8). Dormers running up roof(rafters are to be supported by double rafters on either side P q g p P Y Q117Y. SPACING where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hoe size and spacing permitted. Pp lSTRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. HVAC SYSTEM NOTES 1 OR LESS 8d COlMMO 12" O.C. FIELD p U 9}, provide blocking bridging in floor joists at 8'0 O.C.. Use solid blocking in floor joists 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. to under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Q' requirements. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF N needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. equipment supplier. <C 11). Unless otherwise noted, alll roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing Fireblocking shall as required by rbe provided rent NYS stoecutaoff all concealedraftN openings REQUIRED vertical and horizontal) U Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space. cn 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood Subfloor Fireblocking shall be provided in wood-frame construction in the following locations. x ELECTRICAL NOTES. shear capacities, nailing requirerments for structural adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, � over Subfloor as per manufacture's instructions. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor such as shear plates, shall be used to maintain load path. levels.Concealed horizontal furred spaces shall also be fireblocknd at intervals not exceeding 10 1). All electrical to be installed as per N.Y.S. Residential Construction Code. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and using parallel rows of studs or staggered studs. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected " 2).At all interconnections between concealed vertical and horizontals aces such as occur at soffits, R.. to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be permitted drop ceilings and cove ceilings. P to be reduced tol - 16d nail per foot. -� ' ^; �. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current ;:} 14). All roof with a pitch Less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces '�� 3Cs<tj � approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM under stairs shall comply with current N.Y.S.Residential Code. rte . PY 4q ,) Y ,*»6, 4.At openings around vents,pipes torch down type material over,. ) p p s and ducts at ceiling and floor level,to resist the free passage of / Jr'rYi• flame and products of combustion. MS +r� p�� ,L��P DRAWN: MH SCALE: 1/4"=1'-0" 16). All sill plates and wood !in contact with concrete to be pressure treated. Sill plates to 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. *!;` ` " JOB#: be installed with a foam sillasket and co r-tex termite shield ora roved equal. g P- pP q - rti3 � April 18,2013 SHEET NUMBER: