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HomeMy WebLinkAbout38835-Z �° 'fCp• Town of Southold 3/8/2018 P.O.Box 1179 • f 53095 Main Rd 0 mol Southold, New York 11971 ,1 # CERTIFICATE OF OCCUPANCY No: 39549 Date: 3/8/2018 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 715 Bay Ave, Mattituck SCTM#: 473889 Sec/Block/Lot: 143.4-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/28/2012 pursuant to which Building Permit No. 38835 dated 4/30/2014 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: non-habitable accessory garage with storage above as applied for. The certificate is issued to Tarpey Jr,Martin&Tarpey,Rose of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38835 6/24/2015 PLUMBERS CERTIFICATION DATED AuthorVed Signatu TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Z 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 #: 38835 Date: 4/30/2014 Permission is hereby granted to: Tarpey Jr, Martin & Tarpey, Rose 595 Bay Ave Mattituck, NY 11952 To: construct an accessory garage with storage structure as applied for. Replaces BP 37121. At premises located at: 715 Bay Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 143.-4-3 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 10/30/2015. Fees: PERMIT RENEWAL $283.40 Total: $283.40 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE `� • a SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS IL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37121 Date: 4/6/2012 Permission is hereby granted to: MARTIN & ROSE TARPEY 595 BAY AVENUE MATTITUCK, NY 11952 To.: construct an accessory garage with storage structure as applied for At premises located at: 595 BAY AVENUE, MATTITUCK SCTM # 473889 Sec/Block/Lot# 143.-4-3 Pursuant to application dated 3/28/2012 and approved by the Building Inspector.. To expire on 10/6/2013. Fees: ALTERATION OF ACCESSORY BUILDINGS $566.80 CO -ACCESSORY BUILDING $50.00 Total: $616.80 r�n�► )2/- Building 2 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1 Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form) 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead 5 Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6'. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to Ap►•il 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property Imes, 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 BUnlding- $.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 Date1 New Construction y C S Old or Pre-existing Building: (check one) Location of PropertyA U-C House No. Street Hamlet Owner or Owners of Property. pi A2 1-,A7(,A 7—R e y, R RO S C / W Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map Lot- Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters-Approval: Planning Board Approval- Request for: Temporary Certificate Final Certificate (check one) Fee Submitted $ Applicant Sign tune *pF SO�jyol. Town Hall Annex Telephone(631)765-1802 54375 Main RoadFax (631)765-9502 Po.Box 1179 io roger. riche rtrc'btown.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Martin Tarpey Address: 715 Bay Ave City: Mattituck St: New York Zip. 11952 Building Permit#- 38835 Section. 143 Block: 4 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Pumillo Electric License No: 2300-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1-100A A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect P] Switches 11 Twist Lock Exit Fixtures TVSS Other Equipment: Garage and Storage Area Notes: Inspector Signature: Date: June 24, 2015 Electrical 81 Compliance Form.xls SOUlyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �,� INSPECTOR 'Llftf SO" co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION IST ROUGH PLUMBING �DATION 2ND [=ATION V FRAMING / STRAPPING FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOL7ATIFN CAULKING RE�ARKS:- 47 DATE INSPECTOR2�� r ' OF SOUI�olo cnu�m, '' TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ J SUL ON [ ] FRAMING / STRAPPING FINA /�--) [ ] FIREPLACE A CHIMNEY [ ] FIRES INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE V10 ATION1 [ ) CAULKING REMARKS: l � f—r� �� DATE t INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� 07 �� INSPECTOR • 1 i > A ► moi/_� ♦. IWAR- w( -- _-- • / 0 • • 11 of MIN - � � is � �_ � `!,.` + — • Mw � � 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 Q 4 sets of Building Plans TEL: (631) 765-1802 r- p&B-S Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. t j� Check Septic Form N.Y.S D.E.0 Trustees C O Application rr Flood Permit Examined (v ,20Single& Separate Storm-Water Assessment Form Contact: Approved 20 Mail to: Disapproved a/c Phone: Expiration �© , 20 13 C`'�S"Jf� 8b7-0(061-1 Building Inspector APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within'181 months from such date If no zoning amendment's or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize,-in writing, the extension of the permit for an addition six months Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as•herein described. The applicant agrees to comply with all applicable laws, ordinances, building.code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises M/AQ4 i�-iJ TlbR PE � -ITR R 05 C / AR F+__` (As on the tax roll or latest deed) If applicant is.a corporation.,.signature of duly authorized officer 7.(Name and`fitle,o£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: / 15—C115- 89-/ �v -C0✓I 1 UC House Number Street "Hamlet County Tax Map No. 1000 Section N5 Block I/ } Lot 3 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 b. Intended use and occupancy , 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on 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 structures, if any: Front Rear Depth Height • • ' Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14 Names of Owner of premises OAKriNtZr4f,7AVLY Address 595gA(Avc Phone No.29 Y- 5 qq7 Name of Architect M I)6e- k A N 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 REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH Notary Public,State of New York (S)He is the No.01BU6185050 (Contractor, Agent, Corporate Officer, etc.) Commission Expires April `14,120 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 th _ n ��day of J 20 eltm Notary Public Signature o Applicant' 1 d0SUFFQ4- Town of Southold 5 Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: s.C.T.M.n: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Oct Jj`A3 STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN i�'strict ecbon hoc — of CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION r=# / WORK ASSESSMENT Yes No a. What Is the Total Area of the Project Parcels? Will this Project Retain All Storm-Water Run-Off Total Area of all Parcels located within Generated by a Two(2')Inch Rainfall on Site? the Scope of Work for Proposed Construction) b. What is the Total Area of Land Clearing (S.F./�) (m(s Item will Include all run-off created by site r9 Clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed Site Improvements and'the permanent creation of construction activity? Im (S.F./Acres) perv(tws surtaces.) PROVIDE BRIEF PROJECT DFSCRIP'ITON tie Additional Pam as Needed) 2 Does the Site Plan and/or Survey Show All Proposed / Drainage Structures Indigting Size&Location?This _ Item shall Include all Proposed Grade Changes and Slopes Controlling Surface Water Flow. 3 Does the Site Pian and/or Survey describe the erosion and sediment control practices that will be used to . control site erosion and storm water discharges. This item must be maintained throughout the Entire Construction Period. 4 Will this Project Require.any Land Filling,Grading or I Excavation where there is a change to the Natural V Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 0 5 Will this Application Require Land Disturbing Activities / Encompassing an Area in Excess of Five Thousand (5,000 S.F.)Square Feet of Ground.Surface? F] 6 .Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction — General DEC SWPPP Requirements: or within One Hundred(100)feet of a Wetland or E] Submission of a SWPPP is required for all Construction activities involving soil Beech? disturbances of one(1)or more acres; including disturbances of less than one acre that 7 Wilt there be Site preparation on Existing Grade Slopes I are part of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to J including Construction activities involving soil disturbances of less than one(1)acre where One Hundred Fifteen of 15)feet Horizontal Distance?the DEC has determined that a SPDES permit is required for storm water discharges. (SWPP.P's Shall meet.the Minimum Requirements of the SPOES General Permit 8 Will Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct StorrnrWater Run-tiff cl 1.The SWPPP shall be prepared prior to the submittal of the Not.The NOI shall be into and/or in the direction of a Town right-of-w.,y? submitted to the Department prior to the commencement of constniction activity. 2.The SWPPP shag describe the erosion and sediment control practices and where 9 Will this Project Require the Placerrtent of Material, required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or die Construction of any constructed to reduce the pollutants'in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit.In addition,the SWPPP shall Area?(Thio item will NOT Include the Installation or.orlyevrayAprom) identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. MOTE: If Any Answer to Questions One through Nine Is Answered with a Check Mark 3.All SWPPPs'that require the post-construction storm water management practice In a Box and the construction site disturbance is between 5,000 S.F.81 Acre in area, component shall be prepared by aqualiged Design Professional Licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that is knowledgeable in the principles and practices of Storrs Water Management Southold and Must be Submitted for Review Prior to issuance of Any BuildingPemtit (NOTE A check Mark(4)and/or Answer for each question Is Required for a Complete Application) STATE OF NEW YORK, ` Notary Public,State of New York COUNTY OF..... ...... ... .!.. SS No.01 BU6185056 M Qualified in Suffolk County " � Commission Expires April 14 2 ' That I...............(N �f being drily sworn,deposes and says that he/she is the applicant for t, (Name ndividuaisigningDocu�� nt)���� And that he/she is the ......................................... . (Owner.Contractor Agent,Corporate Officer,etc.')'........................'..'...' ....... . Owner and/or representative of the 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 herewith. Sworn to before me this; .....� ........... .... .... ..... ............day of... .............�..................,20...�:Z NotaryPublic: ........ `.........1..../..... .............. .................. :. (Signature of Apps nt) FORM - 06/10 APR _ 2 209 Town Ball Aamex r 1f e1 l ons(fi3!)7fi5 i$02 54375 Main Road "' 0'r, fu ,,"-L P.O.Box 1179 �. roger.richert awn. o o ,j Southold,IN11971-0959 'f� a JEtiffLDH4C DFTARTPAE-NT TOW'OF SO1<JTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: iiia) / Date: 3 Company Name: ;� f '6 ?��L + Name: /70 License No.: 0-� (0 O /✓�_ . Address: c-�—� S%b b o Phone No.: ��� �' (p JOBSITE INFORMATION: (*Ind-icates required *Name: *Address: 6e *Cross Street: b A-1 *Phone No.: OCL(3� PerTnit No.: 3 Tax-Map District: 9000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please(print Clearly) (Please Circle All That Apply) *Is job ready for inspection: tNO Rough in ' Final *Do-you need a Temp Certificate: YES Temp Information If ded) *SenAce Size: - 9,Phase 3Phase 900 150 200 300 350 400 Other *New Service: nnect- Underground Number of Meters Change of Service Overhead Additional Information: PAYME T DUE�WITH'APPLICATION t7� �A 82-Request for tnspeWon Form SU l 6° A( tA Southold Town Building Department P.O.Box 1179 Permit #: 37121 54375 Main Road ' Southold,New York 11971 Permit Date: 4/6/2012 by -1802 O� (631 765 Expiration Date: 10/6/2013 Parcel ID: 143.4-3 BUILDING PERMIT RENEWAL LETTER Dated: 4/21/2014 Applicant: MARTIN &ROSE TARPEY Location: 595 BAY AVENUE, MATTITUCK Work Description: ACCESSORY GARAGE construct an accessory garage with storage structure as applied for A FEE OF $283.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: MARTIN& ROSE TARPEY Address: 595 BAY AVENUE MATTITUCK, NY 11952 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. I 5 U RV EY Of P f-'o'-j QTY o z N SITUATE: MATTITUCK o TOWN : SOUTHOLD ' ��o rz w E SUFFOLK COUNTY, NY SURVEYED 06- 1 7-201 5 S DOOM t -c0 SUFFOLK COUNTY TAX # M °� �o 1000 - 143 - 4 - 3 ° a° 00 CERTIFIED T0: S6 rn )0 r 2 7a ,, arc r70 v G� _ MARTIN J. TARPEY JR. t� 8 /O'� rn z° z ROSE C. TARPEY 70 0 200 z �r 2N A0 �m� Z • Lr o� FF o � S�� 713 252 s oma 3/ / n0�0 3 , 70 3�- \2 0 Z g�N�5ti o a . yam / i5�rn N 3 8` O 0 34443 fOOfF v 4 2A 3 � � o � F -A 9 R G , qac Gv 2 QF�MG� 'a �o A GPS 0 30 7-A 2A3 ' r O t 262.2 NOTE5: Rf ® MONUMENT FOUND i t Q�<T g S�\0 .® PIPE FOUND Q I; N�> — -- 5TOCKADEFENCE t (- G CHAIN LINK FENCE tII 5� � O\ Area = 29,113 Sq. Ft. o2�\A011vV NO�ON OVO`N Area = O.GG83 Acres GRAPHIC SCALE . I"= 30 i i "Unauthorized alteration or addition to a survey OC ��/�_ map bearing a licensed land surveyori seal is a �r�/ violation of section 7209, sub-division 2, of the JOHN C. E H LE R5 LAND SURVEYOR ,�� Eye �o New York Slate Education Low.' � Only copies from the original Of this survey Q marked with on original of the land surveyor s y stomped seat shot] be considered to be valid true copies 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 "Cert lfiaatIons Indicated hereon signify that this • {,� ,. survey was prepared in accordance with the ex- RIVERHEAD, N.Y. 1 1901 3G9-8288 Fax 3G9-8287 b a ist ing Code of Practice far Land Surveys adopted by the New York Stale Association of Professional .� Land Surveyors. Said certifications shot run only lonegt5landland5urveyor.com (�^, ,� l0 the person for whom the survey is prepared. •Y and on his behoif W the title compony, governmen- SFO LAND SVP lot agency and lens;.g ipstitution listed hereon, and to the assigntrs j*' 'ne.;ending institution. Certifica- tions are r,oi :'f_=' able to additional institutions 15-149 _ Form, U-26.3 Neiv y PT:ITICLI 11tuid 5�—St-ate ampensafia.ft&Visability g__4,fjxSpccjjjj _cf.v.Vjfce 1914 199 CHURCH STREET'NEvi YPRK N Y 10(107-t 100 pl—,(212)312.9000 CERTIFICATE OF WORKERS'COMPENSATION INSURANCE A^AAAA 146013200 STATE INSURANCE FUND PRODUCTION CONTROL POLICY fit 199 CHURCH ST VSWS-7TI­I FLOOR NEW YORK NY 10007 t. 'POLICYIfOLDFR 'CERTIFICATE BOLDER INSURANCE FUND iOLDER .9, PRODUCTION CONTROL POLICY III SAMPLE CERTIFICATE 199 CHURCH S I USWS-7TH FLOOR 123 NEW bRK ROAD NEW YORK NY 10007 i NEW NY 10001 POL ICY NUMBE &X-T ENU, M­B`r_:_R _-P_E ,_ . I I BY CI R_ -----------L 1265 328-3 920707 -0 % ATE 12726/ -To 12'/ DATE �12_112Rio THIS IS TO CERTIFY THAT 'I HL NA A13OVE VERING K STATE INSURANCE jR WORKERS" cbmPFNSATION UNDER THE NEW ENTIP.E- 081.1GATION OF THIS POLILY11OLDER F rC -3 UNTIL 1212fV21 FUND UNDER POLICY NO 1265326 RED WITH TPI- NFW YORK OPFRAYIONS IN THE STATE Of: NEW Y rk WOkKE NIPFNSATION LAW WITH RESPECT TO At EXCEPT CATED 117 SAID POLICY Ki CANCELLED OR CHAR 11()R TO VC' NIANNIF in DAYS WRIT'10,j N(-)1 1(-'E OF SU 2 rzt) OF SU PAS To AFI-LCT 7111S C[RIIrICATE., NOTICE 13Y REGULAR MAIL SO ADORFSS ATIO WILL IGIVEN 10 THE CFRTIFICATE HOLDER ADOVF YORK S1 AlE INSURANCE FUND DOES NOT A.` IF FFIC] COMPLIANCE IWIT11 THic' PROVISION. Tin: NEW IL ITV IN TO IE EVENT or FAILURE TO GIVE SUCH NOTICE, THIS CFRTIFiCA'IE DOE$ N ilLr JO THO SPFCIFICALLY EXCLuDr;r)By f- J.QB SITES WHICH ARE COVERED 13Y OTHER INSURANCE Avr)AF.?L NT, TI-I YS POLICY DOES,JOT COVERT PARTNERS AND/OR MEMBERS OF A UMI f*EI)LIMITED COMPANY' THIS CERTII-I E'IS 'SUED A0. COVERAGE ?ON TH. MArrj:.R F INFORMA'ftO),j ONLY AND CONFERS NO HIGI ITS NOR INSURAN TE CE Ti.tE*COVbIA :H6LDER. THIS CERTIFICATE DOFS NOT AMEND EXTEND OR Al TER AFFE) Y NEW YORK STATE INSURANCE FUND OR.INSURANCf­-FUND UNDt-NWRITING This certificate can be validated on Our Web'sitc at htlP$://Www-nysif,COrti/cart/cortval.isor l)IRf?�Tby calli U-26.3 VALIDATION NUMBER:59178073% p ng(888)875-5790 New York State Workers'Compensation Board FORM DB-120.1 S"I'ATC OF NE1Y YORK WORKERS'CO VDISATION BOARD j .CEIMFICATE OF INSURANCE COVE IE UNDER THE ISYS ATSABIi,M BENEFITS LAW PART I. To be completed k,'Disabillity Benefits er or Lkenscd Insurance cnf of.tbet Carrier I a. 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DEF O \I FRONT ELEVATION (ori inal) SCALE: _. w PAGE: w �- •= �� d SCALE: i 6" = ►'-0" ti -- �, O O SSI NPS r. W 1 z U_ Q O 2 0 z � m z O tu N � W O � - ' m Q c Z uj Lu � '��1�1_I.1.L�_11_LI�L11 ,I LJ1 o L AWLU z nC � W2642 z > Q � Q Lu1 W 1H r LLILLLUI � z LU _ Lt J Lill III I I I I i l l i 11 �l l i 11 � 1j11jLja ISI 1 LljlI i II I JI U I II ISI 1 I 1i 1111 11 11 IT I AIR 111111 1111 1 111111 111111 LEFT SIDE ELEVATION SCALE: _ I '-O" - LLl id ll u Wa 2442 i LU LE u 1111 Ili IT ]HH ] il Mill 111111 11111 111111 Jill II III I ILn 11 111111 IIIIH 1111, 1U .z �. w 11 1U I I I LU I I Ii LI_ I I I I I I A I I I I -I I III I I III LI_l_u1j 1_l I__I_I_l-LIL L.� 1111 C) 111H U1 I i tLLLJ U 0 Q U z z o OF NEW Y il] col, �-DEER�o'Q� D BACK ELEVATIONs� SCALE: _4' = I ' O" ►O Z� ti FQ 7� AR�FE �P PACE: 2. W Z Z tL 0 0 O ~ Z C) N W IL/ � pU N n J m_ 0 N U+ Z p Lu w >- n SECTION A 3'-I 112" 10'-5" LL O } TW2G42 TW2C42 � z 7-'0" PLATE HEIGHT Lu z U SECTION 5 B r 1 1 12 4 7-'0" PLATE HEIGHT o v ARCHITECTURAL ASPHALT ROOFING WITH 1 5# FELT O LANDING 12 0 = OVER B" CDX PLYWOOD G2 x WITH ICE *WEATHER5HIfILID / I N @) @ PERIMETERS t VALLEYS z N z W — � iJ LUN DOWN. H — I4" LVL PIDGE w/ — . , _. - — . — . — . — . 1 51MP5—052TO CTOR Lu Q m b i cv o ~ � 1 2 o WORKSHOP o o 4 LLJ UNHEATED, UNHABITABLE o WALL LEGEND: Lu X "I12 (VaU 1 NEW CONSTRUCTION L� �_ 4 o2U 2"X 4"5TU D FRAME, R-I I Q �v 9 G2'�—12 o O INSULATION W/ I LAYER 2' f— 1 _ PLYWOOD SHEATHING I o x - 8„ = NaU I 2"X 4" @ I G" O.C. INTERIOR — STUD PARTITION PROVIDE 2-7-L" LVL HEADERS �1 B n 1 LINE OF RAFTERITIE INTERSECTION (T-G"), o 1 ABOVE ALL WINDOWS 8„ 4" MULLION BETWEEN UNLESS OTHERWISE NOTED; WINDOWS i 7-'O"PLATE HPJGHT 6-3 HEADER HEIGHT. -7f- - VENTED SOFFITS � - WINDOW R.O.-2'-78" w.X 4'-48" h. CONTINUOUS AROUND; ADJUST OVERHANGS TO �_ TW2G42 TW2G42 TW2G42 TW2G42 ACCOMMODATE MATCHING - U TOP PLATES t RIDGE 4'- 11/2" 4'-I I 11211 _ 1\ SECTION Lu WORKSHOP � R.00F PLAN J _ , SCALE: 4 - I -O„ Q {s O ' Q � z z z o S J.1 1( )� L' ' OF NEtV C) S . DEER�y0,Q� N - - PAGE: 'Lo `L �A 72 ROFESStO 3 W Z J O z oz O O U w z cn m 0 fv O z ~ Lu 14" LVL RIDGE w/ � N o 54MP50N 0520 CONNECTOR m z 2-2" C.B. THRU C.T. t R.R. _ RIDGE HEIGHT 0m (TYPICAL 130TH END5) 12 c\ 0 @ �6 C.G. 14 � w w p CONNECTOR n j FASCIA 4-VENTED -.___ _ CEILING HEIGHT 2"X 10" C.T. @ 16"O.C. - 50E-frr R-30 INSULATION *VENTED .• . TOP puLTUE BAFFLES BETWEEN RAFTERS 2- 74" LVL HEADER a WINDOW hEADERS PROVIDE 5IMP50N C- 20 STRAPPING ABOVE ALL O WINDOWS WORKSHOP UNHEATED, UNHABITABLEq 2"X 4"STUD WALL @ 9 w z I G" O.G. W/ K-I I IN5UTATION Q z U 2'CDX PLYWD. SHEATHING , z > W/ 'TYVEK' HOU5E WRAP; al' N a PLYWOOD SUBFLOOR SIDING A5 PER OWNER SUBFLOOR } 14"TJI 5GO @ I G"O.G. AS PER ORIGINAL PIAN PROVIDE 5IMP50N CS I G STRAPPING GARAGE AREA FRAME t STRUCTURE AS PER PIAN rW 14" LVL RIDGE w/ v LU 51MP50N C520 CONNECTOR LZ -' � � N 12 r2� [� G• GRADE @ �� � m \o �� W 2"X 8" C.T. @ I G"O.G. - (\ W F4 - + - z Q 7 112' �- BUILDING SECTION "Ail 5CALE: 4„ _ � 4' PLYWOOD 5UBFLOOR V1 SIDE ENTRY AS PER PLAN W Z u � m C9 Ute ° Q � z z z Q P�rq OF NFLUA {- BUILDING SECTION 111311 m , b '� SCALE: 4" = I`-a, A O, 0 02 �� PAGE: .Q 25 OFFSS I F� 4 O C H 0 Design Services www.mchdesianservices.Com phone: Oppov;T)A5 NOM �b (631)298-2250 e-mail: michael@mchdesignservices.com 7, r 4 1­-AP`;'7NT AT TO 4 r,-"A FOR THE toLwv`►AW59zot"NS: r T.,, ", c-;:'QWRED `)NZ ET E N "'ING ELECTRICAL&CAULKING 3 A 3,,,-A r i,,')N t PNAL-CONSTRUCTION &ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR LOCATION: AREA LOT COVERAGE: go DESIGN OR CONSTRUCTION ERRORS, EXISTING PROPERTY. 29112.7 SQ FT 0..67 ACRE EXISTING HOUSE: 963.5 SQ,Fr. 3.3% F-1 is P4 EX.DECK/PORCH: 755.5 SQ.FT. 2.6% 20.5="" r'�74 RETAIN STORM WATER RUNOFF EXISTING POOL: 648.0 SO.Ff. 2.2% �10 PURSUANT T2 CHAPTER 236 u r,4 TOTAL EXIS-nNG: 23670 SQ.FT 8.1% PROPOSED OF THE TOWN CODE. z PROPOSED GARAGE 680.0 SQ.FT. 2.3% GARAGE 0 P4 �>q �10 v' z ry) TOTAL 3047.0 SQ.FT 18.5% r__ NN r14 UJ 0 EX.PATIO ON GRADE Cn w 0 ,cb 44 > tot EXISTING POOL < uj V-1 EXIST. DECK 0 EXISTING FRAMED Lu HOUSE > 0 Cz 0 j v; AJI ' UNRAWFUL. EXISTING PORCH ELECTRICAL DRAWN BY: MH INS!'IT—CTION REOU'REM DO NOT PROCEED WITH March 20,, 2012 b FRAMING UNTIL SUVY 0 OF FOUNDATION LOG TION ATIEON SCALE: 1"=20' -HAS BEEN APPPOVED. 122.0'TO N 18032'20" W 225.1001 SHEET NO: LEGION AVE 63 SITE PLAN r uuj j BAY AVENUE SCALE: 1"=20' 2 ��� z ry -- - - M C H Design Services mchdesianservices.com phone: (631)298-2250 e-mail: michael@mchdesignservices.com r` O . . .. ........ J o El CZ FRONT ELEVATION O SCALE: 1/4" = 1'-0" V) A ;Z) W � w U _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ < C� � oa � Wa V� O 0 C. _o N N — - -— DRAWN BY: MH March 20, 2012 O F PIETY SHEET NO RIGHT ELEVATION �o SCALE: 1/4" = 1'-0" R©� ' $ � \ n C H Design Services www.mchdesignservices.com FTL phone: (631)298-2250 e-mail: michael@mchdesignservices.com O _ _ V 0 -- m • �. w Z REAR ELEVATION O _ Ww � SCALE: 1/4„ — 1 -0 c�til A _ wa off 0 a N DRAWN BY: MH March 20, 2012 SCALE: 1/4” = 1'-0" SHEET NO LEFT ELEVATION 0 SCALE: 1/4" = 1'-0" z 5-=?s . , LQ L Q i � a r OF M C H Design Services A ________ B ________ A -------- B www.mchdesionservices.com 1 1 1 1 pone: 31'-O" 31'-O" (631)298-2250 ' ' 1 e-mail: 1 1 24 .011 michael@mchdesignservices.com r /'-011 ' ' 241-011 1 , 170, 1 1 1 t 1 1 1 I I ' 1 11 v d . , o - d C d o M d D v d • " p , d C ` d • p p ' Y I 1 1 1 4 1 1 1 1 I i 8"THICK PC WALL I ° TOP OF WALL @ 12"1> ABOVE I 16"X8"CO NC.FTG.i /' i I O O 1 1 ' , (2)#5 REBAR(TYPICAL) I ' I • ----------T-------- d I 1 I I 1 O 1 1 N I r_______T._-__-___}_ _- 1 1 I -- 1 1 iiuiiiiiiiiiiiiiiiiiiuiiiiiiiiiiuiii ' � ' 1 ' ' 1 I '• 1 � I V1 m 1 1 -I O O O O O � `V 1 1 1 U O - I d- ��- N -------- $/ "TYPE-X FIRE RATE r— N N i v i i = i r14 I 1 1 • ) S EETROCK ON WAL ; >, ' ; w AND CE�LING C) 45 MIN.FIRE-RA D DOOR w/SC HIN ES 1 1 a 1 1 V AND nTLLJ,�,M v I p 1 , 4 N 1 1 1 I 1 1 1 ' I 1 ' ' • 1 1 1 T- ' I I I 1 , , / _o N 4 X1 ----------L--------, ° (2) 2X1 HDR ' 1 1 --------------------1 --------------------`' 1 ------------ T- D 1 --------"- , I 1 I ' (2)2X8 DF#2 w/1/2"STEEL PLATE HDR. (2) 2X8 DF#2 w/1/2"STEEL PLATE HDR. ' ------------------------------------- --------------'----------------- T 9'-O" , 9'-O 1 I 11 , 11 , 1 11 1 II 6'-611 : 11'-011 6'-611 3- 9-3 1 ,9 9-3 1'-10��° O I , 1'-10%,, 1 t T-0" ; 241-011: I 7'-O" ; 24'-O" , 1 , 311-011 311-01' ; ------ A ------ B ------ A -------- ------ B DRAWN BY: MH 1ST. FLOOR PLAN FOUNDATION PLAN March 20, 2012 SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" SHEET NO ;J RSO J i i --------------- --------------------------------------- --------------- .. -------------- - --------------------------- ------ - ---•----------- _ — II II II 11 11 II 11 II 11 II 11 " M C H II II II 11 11 II II � , 11 II � 1 11 Design Services 12 II II II I I I I - 12 I I I I II 1 11 II 11 11 II 4 " II •--------------------- I 1 •------- -----------, I WWW.Mchdesicinservices.com LL 11 II IIC phone: � � " A B (631)298-2250 •-------- ------- I II II II ' 1 31'-O" e-mail: 1 ' 11 11 michael@mchdesignservices.com LL 1 ' 11 71-011: 51-1011 12'j4" 51-1011 1 ' II 11 1 ' II 1 , ' 1-J4X14 NAL Rlpr'nE 1-3/4X14 ML RIDGE 1-3/4X14 ML RIDGEi 1 ; 61-211 ' 61-211 TW2$42-2 (2)1-3/4X5-i/2 ML HDR. 1 V j I ' ' ' 1'-3" PLATE HEIGHT 7'-6" PLATE HEIGHT 1'-3" PLATE HEIGHT 1 1 1 1 �„ - ' 1 I , 12 II II , 1 ' 10 II 11 " " 1 ' ' SLOPED SLOPED J ' t II 11 11 ' 1 1 , CEILING ' CEILING ' I II 11 II ' 1 II 11 11 12 1 O ---------------- -ii LL ii 12 ii 10 ' ' ' ' I I I I 4 1 /7 -1 11 II V 1I 11 II II , 11 11 11 _ 1 11 11 11 I ' ---------! -------- ---------------a ' ---------------- II Ln 1 I I 1 1 I I 1ZE ' 1 ---------------------------------- - -------------- Q , O _________...______-________r__________r_--_ ----------------- 1C o2 DN S o "4 N 1 n' O 0 • 0LL Z4 0 V- 0 O W C Go 5< ROOF PLAN N IP LL =0 N rw c1 w c� SCALE" 4" — V- " - THIGH RAILING / 0OR HALF WALL ' ' -- ' ROOF AREA: 833.6 SQ. FT. AT 100%WATER RUNOFF: 139.2 CU. FT. p �i N 5'-1" PlA HEIGHT ^^ .. PROVIDE (1) 8' DIA. X 4' DEEP DRYWELLS SLOPED i i SLOPED CEILING ; ; CEILING V-1^ O / -0 I I DRYWELLS CAPACITY: 169 CU. FT. 1'-3"PLATE HEIGHT 1 T-6" PLATE HEIGHT 1'-3"PLATE HEIGHT , (2)1-3/4X5-1'/2 ML HDR. O TW2642-2 / 61-2" L 6'-2" '01 1 / 1 1 7'-01, 5'-10" 12''4" 5'-10" ' 1 , LZ_ 311-0" OGEE GUTTER - STANDARD 5" 01 1 1 NOTES: 1 1 1).EXECUTION: ------ A ------ B DRAWN BY: MH / A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. > > 2).PREPARATION: March 20,, 2012 A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR 2ND. FLOOR PLAN ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR SCALE: 1/4" = V-0" METALS WITH PROTECTIVE BACKING PAINT. SCALE: 1/4" - V-01' 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER i"TO 2"FOR EVERY 40'OF RUN. SHEET N O 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. F NEt, B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT I DE ya DRY WELLS TO BE 10 MIN. CONNECTORS.`' FR�o AWAY FROM HOUSE 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL * a n 0CONNECTION WATERTIGHT. ". _ Lu 4).PROTECTION: a W Q O O 6 Iv;2.. A Z ❑ p A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. � O O 0 O B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL �Q 07 s � COMPLETION. I 1-3/4X14 ML RIDGE - - — _ - - - - - - - - - _ M C H -- -- L�� 2X8DF#2 C) @16"OC --- Design Services .ti 4' �:" �"� www.mchdesignservices.com D* .;/ � .� phone: ,. '" (631)298-2250 l = in mail: e = ichael@mchdesignservices.com J� O 3/4"SUBFLOOR r4 I ( I ( #10 STAINLESS STEELOR GALVANIZED — — — I 1 , �� • I I 11 I I I 11 14"TJ I WOOD-1 @16'OCWERRoc/ WASHERS 12- II I � I I II I l I lI 12'O.C. / I 1R'APA RATED SHEATHING I I I I pQii l GRADE PLYWOOD ' Il (ALlERNATIVIVE:7116"O.S.B.) 1R'APA RATED SHEATHING GRADE PLYWOOD ALLTEERNAATIVIVE7/16"O.S.B.) •_� #10 STAINLESS STEEL t 1 c cc OR GALVANIZED 4°CONC.SLAB WOOD SCREWS W/ I f I •p r d d e I WASHER5@12'O.C. I ^( •! _ 1 D� __________________________..____—__--_ �• 1 / \ � WINDOW SILL O 1 1 I l� I 11 M ------^-----' C� _ — ._____________ _—_--__—____—. O z Z4"OC 4. M SECTION A—A v V� I�A7 1 . 4^ W SCALE. 1/4" = 1 -011 1-3/4X14 v H • ' • I I •• f • I • GE ML RID _ _ _ _ _ - _ - _ _ _ _ _ _ _ - _ _ _ _ 10 OF�2 R�@16 OC ... lzroc I � I � 2X f f I --- --- W fun(2) 2X10 DF#2 C)@16"OC ♦♦♦ 0 314'APA PLYWOOD SHE - 1 1 SHEAT}RNG -- ♦♦ O y • I 1 / • I I / • I I I 1 • I I 11 /,• - LJi2X4 DF#2 ' ( I ( I ' I I I / I - C� STUDS '-#10 STAINLESS S TEEL - - - - 3/4"SUBFLOOR OR GALVWIED WOODl N 1 T-7 W/ —— — — WASHERS @ 12"O.C. • 14"T)1560 WOOD-I F)@16"OC DRAWN BY: MH MULTIPLE PLYWOOD ASSEMBLIES 2-2X4 DF#2 STUDS CONNECTED TOGETHER WITH STAINLESS STEEL OR GALVINIZED BOLTS W/WASHERS AND NUTS @2'-0'O.C. March 20, 201 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 0 SHEETROCK ON WALLS 5/8"TYPEXFIRERATED SCALE: 1/4" = V-0" I AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) ON AND CEILING WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL SHEET N O CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 4"CONCRETE SLAB REINFORCED) PITCH TO OH DOORS ;1 �� � s (� y Lk Ir 0 O ;a 8" LL �E 30111- uj �_ 7w — 16"X8"CONCH" SECTION B-B (2)#S REBAR �,0 7� .<­�� ❑ SCALE: 1/4" = V-0" IL WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, M C H KING STUDS \ Design Services RAFTER WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATE RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL 0 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 JUSPNUMBER1 DESCRIPTION APPLICATION JLOCATIONJUSPNUMBFRI DESCRIPTION APPLICATION RAFTER 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. ADSS ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 I LS26 118ga.SLOPE HANGER JAPPLY 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 JAPPLYTO,EACH CRIPPLE STUD 2X10 I LS210 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER BLOCKING @24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY RAFTER AS REQUIRED SILL PLATE(S) /WALL SHEATHING RAFTERS VENTILATION MAINTAIN WOOD JOIST SIDEWALL FLASHING FOUNDATION - TOP PLATE LATION BLOCKING BLOCKING - - - - FINISW WALL AND MOISTURE 2x4 LEDGER BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS @48"OC ATTIC SHALL BE PROVIDED WITH A FASCIA AT WALL--MAINTAIN GAP AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - GUTTER FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER INSTALL 4'0"O.C. �,'� THE SPACE VENTILATED. ALL OPENINGS 4'-8- LSTA24 1-114"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN.SCREENED VENT 9 .+ CONTIN.SOFFIT/EXT.PLYWOOD ON ALL OPENINGS ,� PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF I4 INCH IN DIMENSION. SOFFITED SAVE .' 8"-14* LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR ON ALL OPENINGS , EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. / �• ACTION CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14'-16" LSTA36 1-114'x36'18ga.STRAP AND JACK STUDS 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN.ANCHOR EACH RAFTER SOFFITED SAVE DETAIL ION ALL OPENINGS ,� ' KEEP ROOFING NAILS OUT 2ND.FLOOR WALL OF FLASHING ROOFING LAPS BASE ' FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP SAME EXTENDS UNDER SHINGLES AT MATERIAL ASS ROOFING SIDES 4 INCHES AND LAPS I NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHES THROUGH VENT WOOD JOIST TOP PLATE GIR SIDE WALL FLASHING WOODJOIST WOOD OIST 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @49-OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HEMMED EDGES SO RAFTERS INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 4'-8- LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION 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 FREE THE PROPER STEEL CONNECTOR. RAFTERIPLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO INSTALL 4'0"O.C. AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS 8"-16" MSTA48 1-114"x48"16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE.E REDUCE BUMP OUTS ON ALL OPENINGS PLATEIWALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF DBL.SILL PLATE TERMITE SHIELD �-SUBFLOOR SILL GASKET WOOD JOISTS NEOPRENE CONIC.SLAB ' GASKET - -`� I 2x6/2x8 CONTINUOUS WOOD PLATE TYP.CONC.FOUNDATION C n 6 MIL.POLY DAMPPROOF EXTERIOR GRANULAR FILL - ` i I n BOLTED T DIA. BOLTS 48" ox_ STAG. EMIL POLY ON EXTERIOR ' ` i y < STEEL COLUMN ° C ROOFSACK �� n u STEEL BEAM o v CONC.SLAB q - ° 10 e e n o `q `� 4"x 1/4" x 8"STEEL COMPACT FILL -� ' ROOFING LAPS � � TOP AND BOTTOM PLATE q ^ WITH 1/2"x 6" ANCHOR BOLT KEYWAY FOOTING o V ° a ° FLASHING AT �` d°° L�', CONC.FTG. q �'q C o ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP �` 1/2"GROUT- ° (USP LBPS58 OR BP583) ^ O REINFORCING BAR- ^ ' .-' I I I r'-- 3" STEEL COLUMN ANCHOR BOLT CONNECTION FOUNDATION'5/8"DIA.ANCHOR BOLT ( 10 KIPS DRAIN TILE P SUPPORTING MAXIMUM SPACING FLASHING LAPS SILL PLATE TO FOUNDATIONROOFING AT BOTTOM ' CRAWL SPACE OR FOUNDATION 1 STORY 72"OC TYPICAL BEAM DETAIL TYPICAL CONIC.FOUNDATION.APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36"OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. CRAWL SPACE OR FOUNDATION WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC ROOF JACKS 4 VENTS DETAIL SLAB-ON-GRADE I r SUBFLOOR CONC.SLAB DOORFRAME 6X6 10110 WWM uAOROARCsE__I t3—JOIST COMPACT FILL I USE 2X8 FOR SLOCKOUT STEEL BEAM 4" SLAB v I = SLOPE P.T.PLATE W/6X6 WMM Cq 4"DRIVEWAY—po- NOTCH JOIST AND AD HEIGHT 1/2"AIR ACE < • °` '1 !ny ,�, (WITH A NAILING PLAT IF TED'S 9- AT END AND �` ., TO BE APROX.1/2"OR H GH THAN ES OF WOOD u`q p e p •, ,; • STEEL BEAM TO ALLOW FO SHRINKAGE GRADE ° ��"-u--"-- u -"-"� ° e /, a c a %'p BEAMS _° o•n • •, (PROVIDE STRAPPING TO KEEP OISTSALIGNED) 4 ,t-q l) 6X6 W.W.M. °- - - - - -,e - a�° 12' n 4 n q o a ° ° ,q UBFLOOR MIN. %c e p ^ �'q L)'q ° e \NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM •d q REINFORCING BAR = NOTCH EQUALS 1/4 DEPTH OF BEAM 1 REINFORCING BAR e.> •• c .' o °c• �, DRAIN TILE —�. •e e° SHEET METAL/30*FELT UNDER BEAM AT POINT l • ° �i 12" OF CONTACT WITH CONCRETE OR CONC.BLOCK � /j- 'A° ° 3" SHIMS TO LEVEL BEAM d a A lt! TJ BEAM) TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)•4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. x uj REINFORCE FOOTING WITH(2)x4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT t- - BEAM POCKET m _ ra w 07 i { ILA 001V 0. 2xl_ " ALLOWABLE HOLES -TJI Joists - - JOIST DETAILS plate pall-163(3 /2") /ifat Plate nail-Ibd nter") ox at 16"on-renter• on-center box at 12"on INTERMEDIATE BEARING Floor panel nail-8d Load bearingor shear wall NO LOAD 13EARING WALL ABOVE loot panel ne(I-8d(2-1-2") -1/2")common at 6" we M(dxernd a mel, common at 6"on-center- above(must stack over wall Mn,arxd on Jher•1. H on-center Wab stlffa etre 11x— 5.e Tm1 veil.A see rabs.e T.I. web oat- below) -I/4"True Blocking required each side Blocking panels Load from "d'n.eeh.w:,N.onto mtchnsnge. "ori-v4• Design Services Blocking True Joist Joist rim ,'2x4 minimum aril �83W may be required with etre Tr panel rim board- board shear-aIle above or an^' " u• squash below-eeedetail 81 I-I/C,n" LI zNq cl L „z„x,,,,n oe mall-IOd(3") 2h, oe nail-lod(3') )blocks m box at 6" min, box at 6" b' k •fit b b oenaspr6ssa larpertllan on-cents" on-center f-,ra•Memrwerar DO NOT Remove to and groove BI BIW I/16' Table A-End SU ort ^9� til' � PP cut tafea m a,milever from floor panel edge* Boundary natlt MI )mum distance from edge of hole to Inside face of nearest end support relnforn•mani. supported by I"e-Rtm to •ad(2-1/2") Web stiffenere 2x4 min mum ROUND HOLE SIZE SCIARE OR RECTANGULAR HOLE SIZE *tell proper blocking squash OMH TJI TJI rfm ensure glJeltty natitrlg. common at 4" ort all panel required each r z• r s-1a a-+ +r tr 2- r r svz e.tn 11• +r nventional construction code minimum for 01�p p blocks nsenter• side at BIW and no r '$" •-0" 'a let se with A3 ons.See This Joist Framer's edges Use 2x4 minimum squash Must have 1.314"minimum ocket Guide forA3.1-A3.3 installation See Trus Joist Framer's Pocket Guide for 8210 a-+m 210 r$ Yo s' V- . $ '-0 y BZ B3 GS blocks to transfer load AI A2 A3 A3.1 0 3. 330 Y$ $ 1. ° o 'o Joist bearing at ends pecifieations. additional installation specifications. tralrnd TJI Joist Sao r r-0 'o b' I'$• r 3•$" 115 -0" 1 1' 6'-0"length of 210 ro" I. o TJI Joist� B"diameter maximum hole 11anr 2" r-0' r • '-0" 3'-0' 'o lo„ i. Y$• b$ Y " Nail True Joist rim 4'-0"length reinforcement and For 11-1/8"-16"ds board to block) Attach reinForeement ' ng sae I•-0' • / • '-0 '-0 1'-0" 2b• 3'b" l'4 B• ^9t B"diameter maximum hole with connections to Joist with one 8d +1e ' 8"diameter maximum hole 3/4" for Ihl/8"-ib°d filler block.Use blocking panel*:b' Web stiffeners cep q for 11-1/8"-20"deep reinforcement blocks le:6" 4'-0"length with diameter maximum For equivalent to (2-1/2")common nail at Nall through 2x—wood backer required each ng pane x+e r.o• '-0• ['-& r3'­o' •o 'o r r r 4• e'$ on one Bide at diameter maximum for 9-112"and li-?/8" blocking panels 9-I/2"deep dacki schedule each career and N• no r ro` ro" r '$ roe r I• •LfI'll e• side at EIW blocking panels:6' Trus Joist Attach relnForcement TJI Joist web with 2 row*10d '60 r-0' r Y s• e'o' r -0• %• e• E2,both sides block) erlsle 9-I/2"dee TJI elate. or ter than 12"to rim board Blocking penal between Blocks sae r-0• roe roe 2'$" r-0° -0• b'$' diameter maximum for ng p p J ng' to Joist with oils 8d "g !3°)common nails at 6" 10 r 'o" '$' roe r-0• 'o` •$` lo•$• at F9 Do not cut FI ach Joist.Nail to top are or charter than 12"to a"gQ0• l2-I/2")common nail at n-center,clinched.Use 230 'o• " 4' " . locktng panels 9-1/2"deep es- late with connections +0• " Do not cut flanges. each carrier a Ibd(3-I/2")marls with 060 r " or shorter than IZ"long. True Joist equivalent to decking sso I'-0' I'-0• I'-0• 1'O' 3'-0 b'$'10'4 I'-0^ i'O' I'-0' *b lob'n'-0" Ito• LDo not out flanges, rim board schedule -1/2"TJI Joist True Joist 12" length of flange widths. r r r +o• 1r +r +r r r r +a•lirlir +r rim board ttach 3/4" 12"length of 1t. M I' , 1' " ` s' 1 I' s•-0' -0'n' 13' reinforcement to reinforcement 3/4" se0 r-0• roe r-0° fo' '-0'W-0, roe r$" e-b n'-0• Ir u'$" 360 I'-0" '-0" T I' •' 'O II'$' 14' 15'$' trach reinforcementntha2-1/ rotes web wit3") 3 on one aide at reinforcement sae r — I•-0^ +'o' 1'-0• To n'o' roe Ib' 4.0 *'$ n'<' u'$^ '$• True Joist rim to Joist with ad(Z-I/2") rows IOd(3") E5,both sides on one side at board Wood A common Halle at 6"on- common Halle at 6" at E6 El,both sides backer• * d \1r"�`�B< able B-Intermediate or Cantilever Support �A F center,When (j M on-center,clinched. at E8 \te6 Fad \� �e Mini um distance from edge of hole to Inside face of nearest intermediate or cantilever support Face groin may\ reinforcing both esti\ Use 2 rows with 9-1/2" Less than Le"then \V�\\eJ rGs \D o�m Ta ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE horizontal sides,stagger nalle, and 11-1/8" 5" 10'x' \f \;� El EIW OO E4 O E6 II E'1 1O FI \B t o Not for use with 3-1/2"TJI TJI Jolete. `�� ++o r,b. %" Y-0 6�. a-+ +r tr rte. �" � `+ a-+n 1r 1r let flange widths e-1n- z+0 7 z'$" 3%' T'$• -0" to' r . Jo nage 2. $" 260 '-0' 4'-0 '$ '-0' 3'-0• 4'$ 5' B' ' Filler block Attach 115 I' with ten lod(3")box WEB STIFFENER ATTACHMENT 310 r I' 4' 9'-0' I' $•10,-a 11.71x• 230 r ^ ,-e s- r " e' nails,clinched.Use ten EXTERIOR DECK ATTACHMENT �' Sae 2' 4' 11-0 Ibd/3-I/2')box nails from Option•1: 1-I/8"mtmimum sae IY " each side with 3-I/2" structural exterior Apply subfloonadhesNe to all TJI Joist blocking with and IN2 2-3/4"maxtmuin 110 ro` roe ro' Y-0 .'$' 'o' r-0` roe 'o• '-0 s'o 12.0" Web stiffeners TJI Joist Flange widths. sheathing ciN talled at 1/3 Joist = 210 r '-0^ " ' r 1 required If sides of use fifteen na0*with Backer block ,A an locations using tYree 8d(2-1/2")box nolle, IV 23° I'o' 'o• ''o• 'o '$ Ica fo' '$" b, lo•$^ Flaehl 'I I W Iso. hanger do not laterally TJI Jolat depths Instal,tight to top Bearing plate: I two tad l2-i/2") clinchdsb 10'osupport at least 3/8° greeter than I6", flange(tight to lush plate with Inside Treated 2x_ box nails or Thee Ibd/3-I/2")box merle 310of TJI Dist to bottom ate a with face of wall er beam % 2-1/2"6erews, at 3-1/2TJIJot*t fl a widths 235J p ng ledge \I 1r 11.2 No r-0" I' r-0"fl s face mount typical b etiFfener each 560 I'-0° 1'-0• I'-0" 2'$"angers).Attach See Fasts True Joistwith ten IOd!3") table below.Maintain rim board •2: I+,I I aide. aetzeaH a• a• a• 10• +r +s +r r r r +e• u" +r 1rpping Installed below. ' ' ' ' ' '-0 ' 1'-0" 4'-0' -0'14' 'Ib•rt' '$Top box valla,clinched 2"df*tense(minima lJ from Joist open Tight fit 1r sae I' I' . z' ` d lo' I*'$^ -0" flange when possible. edge of ledger to fastener. locations using taro --- �• 360 'o r-0 r 3'-Q, hanger W eb Stiffener Size W eb Stiffener sizesea roe I' r' " i ^ib' 'o' 14' n' Face mount Acker block Allowable Load t Fadmed Resist.—wan • 2-1/2"screws per Joist Roden Fasternef tion 3: 1-1/2"1/2"x 2-5/16"min -5/I6 /B"x 2-5116"min wwr h^b•ba=ed hanger both sides 1414•rfm board 1•e46nm"' directly applied calling lee Hey be located ve ft ailJ amjwhere within the web.Leave I/8"of web(sinleaamt a top and bottom or hots. of web with 319"1a9 bee 4001630 NA.I N.A. 1-3/4"5111"x 2$/16"min 2-1/2" 1"x 2-5/16"minlmu Krockouts ars located In web a approximately 12•on- rear:they do not arr—t hole single TJI 113'lag boll 4751750 325/N.A spec=on the layout,one or more of plecaslert. Joist Ng LA ••allows"'•baa dem mlaed In ecc eros.1N Ac a4. gen three bracln o tions shown ILmustil be 2-1/Ib'3/4"x2-5/16"min 3-1/2" 2x4 •For er le (W minimMJ unIf—I loaded ists meets the heaems of current True Jolat duct Idea,one9 P (U ^P span y .b rg ".q,' pro gulstaxram.—.regpo-ed rue uletesvlGe talled maximum si:s round hole may bs loaned n the center of the Joist span provided ro other Volas occur N the Joist. appuaeelon.. •Dietannes ere bmaxi on the maximum uniform loads drown In current Tor.blot product gurdee.For other load nondrtlon or Kole conflouratlon contact your True Joist representative. BEAM and COLUMN DETAILS ALLOWABLE HOLES -Beams and Headers BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE 2x dlemetm of lM largest hole(ni.Im m) BEARING AT WALL WINDOW HEADER CONNECTION WALL /3 depth Joist Framing o O Allowed hole zone True Joist rim board Strap per code If o v3 depth Mthecenter Wbeam. or blocking for lets Is not Cur orsy round holes and only Bl—king p ROUND HOLE CHART lateral support COI'ILII'IUOUa over I Nerety braclre(M4 V3 en Allowed hole 2xxn V3 an minimum)at b'on-center and •P •p header EI extended to a braced and Bean oErTN n i+oLE size Silent Floor Joist Framing -1.Faman at 4-3/E P does not require bridging .so ad n-1/2")11 Join with . For,unvonly loaded been only. or mid-span blocking Ren lar holes are not allowed. SI/2 43/4 (ase WARNINW. �•�' l-I/4' to 20 2'• Top flange No hot—In canlTleve•, h.-ucvarwn ro ubwa NDN zee No holss In Madero or beano In plank orlerltelon. r Face mount H2 Ptrellam PSL or hanger 00 NOT bentcutlalsr At Tlmbermtrand beyond Inside lane of O O Rim board Jolm LI LSL Column t,2 t,3 See current True Joist L4 rated untreated wood from direct t was' between Jolene TJI JOIST ATTACHMENT at BEARING literature for framingith Concrete A3 TJI Joist to Bearing Plate Squash Blocks to TJI Joist(Load connectors true Joist nm board bearing wall above) one NOd(3")box Seat curs must be wkh/n roH Imp eanh range CONNECTION OF MULTIPLE PIECES OF wan. one ad(2-In1) TOP-LOADEDII BEAMS(1) box man each BEARING AT COLUMN TJI nm Joist C3 aide.Drive.11. 1-314"Width Pieces: A an angle n has Joist least 1.1/2"from Minimum of 3 rows IOd(3"x 0.128")Helie at 12"O.C. O t,3 rrn board end. .and bearing Verify Ptrallam PSL or Minimum of 4 rows lOd(3"x 0.128'7 nada at ELEVATED COLUMN minimum m Intermediate TlmberStrand LSL 12"o.c.for 14"and deeper beams BEAM ON COLUMN COLUMN BASE BASE LI support k column If using 12d(3-1/4")or larger natio,the CAP BI shear�0rat—.•Connectionseeuhantto capaclty and beam number of nailing rows maybe reduced Optional HI purei naltlnp ttlreMrb bearing length. by one. nom-ehrink BZ Rim to TJI Joist See current 3-112"Width Pieces: grout _ True Joist t,5 1-3/4"'wideT I q. literature. Minimum of 2 rows I/2"bolts O B3 Joistaw sod(31)box 3-t/2•wide TJi rim at 24"o.e,staggered was tn1°secs Flange TJI Hoer tagg Jestree mil,T sod dsr Ili,e"m�wmm'mor—ata, mnnsab ltrcmoloadw os"ms Op TJZ rim J.1500-i6d D�s°'r mns�ena each pin Butting Use 61 or BZ at des.f rn :r n i O dditional nailing or bolting may required with P1 O O 84 mita blocks termedlate bearings (3-1/r)sex mil lade each t,5 L64 de loaded multipfe-member beams.Refer to current F2 P3 tinge JIrim panel load bearing or shear Jaa waw redact literature. End u.Jolna TJI Am r TSP at co meril wall from above or ny2port FASTENING of FLOOR PANELS Brad°"a+W°0 BEAM ATTACHMENT at BEARING Closest On-Cerner Spacing per Row see nota 3 under hue Jor•t r+m board WARNING Nail Size TJI Ton Joist ram board TnlbmSeand LSL HI One lod(3")box 110 and 210 235,360 and 560 1• 1-111" 1-tn•arwider MMJollam LVL Parstwen PSL roll each side of a sleld2er at bearing, b(24/2"1 box 2-1/2- 2" b" 4" . FI/2 minimum from and ed(2.14'cammon 3-1/2° Y b" 4" 3- 3• 3" tad(3•),12d(3-v4-)box 3• 6. 4" INSTALLATION TIPS Dive mil.at esesa nd gWan(N,PgkeueiorramwsPocker 1od(3"),12d(3.114•)cammon 4-1/2" 3" b" 4" 4" 4" A. Subfloor edKeol—will Improve floor perfo-manse,but t,4 xterior Deck "I.nto minputdo✓g1h.. mnm end and lmemlWlafa b•smkrg 163(3-1/2•)camwn N.A- 4" W" 6'"' b", B" 6" may not be required. LA ry)cen ee reducedro4•arunta.wah maxi,ant wxp.,mnafun or,ss•M,p sr rer,oar edge When Joints are doubled n roil-bad bmar(ng parallel ttachment splitting r s. Partitions,apses Joists,*pet the width of the wall stnrctural Recommended roiling 1.n"-'-anter In field and 6"on-center along For plumbing or NVAC. ".thing O O use sawner sheathing sage.Nailing requirement°on engineered drawings supersede Additional Joist at plumbing crop(sea detail). ng neae"ar4ation. ,�dm ba dam"ink WARNING Milne rows must be offset at least 1/2"and staggered. Sawn lumber may shrink 14 gee staples may be wbstluded for ed(2-1/Y')rolls If ninilwrm penetration O atter installation. Prtr ate Nee ALLgUABLE 01 I' Into the TJI joist or rim bead to achieved. S untreated snood � Joists are unstable until braced laterally Fastest on-cent.,Spadag per Row Ran d'rant N3 �� Bracing Includes: •sleeking Ing Maxlmun ep-Ing of no 1.Is: contact Ith are For Jolt widdhs i-3/4"a lace: IB"on-carte. corlerate For Jost width•greater than 43/4'1 24"once,ter DO NOT allow workers to walk on ,ew Lures •RI ,b1.d DO NOT stack building materials Joists on unstreathed fo/sts.Stack only FILLER and BACKER BLOCK SIZES air ted Joi 9orol until braced. over beams or walls. TJI Flange Widths 111 1-3/4• 2.1116" 2.5116- 3- " Jo1•t INJURY MAY RESULT. a�&e Pwmbing crop d•a"^g P181e� W" . WARN/NG NOTES y 1,1.2* 9.111"or ta'o, 9-0nbr 14br 18-or 11'or 10"or be flush with inside Autser Business Deem 14" 71.7/6• 11.718• it-TM" 16" 11.7/6• 16• 20" 16• 20• Squash blocks and blocking panel.eery•tacked face or wall or Lack of concern for proper bracing during construction can result in ern eel' n s HUs at conditions K the Filter Bock• " 2x12'1!1 Two Two Two venlcal loads(details BI And 62).P-klne out the boom following guidelines are observed,accid .(ill I@N vo (Dete11 H2) D16 2xB 3/B" 3/e" V2" 1/J"• sheathing D16 1xB 2x12 web of a TJI Joist(with web Nlffeners)Is rola I.All bbekl rim beads and-Je1s4 n the end ore. yo t Ago•a+y r�slled. i ubstlWte for squash blocks or blocking parmis. "g•h•^a•r•• • 'q� Cantilever Flller 2x6 2x10 2x6.9/B 1x10.3/B 916.In x+10.I/2 3.L _l sumgih.like a basad end eW l or a1 exlel,g deok,cwt p0�tY4\md" ,¢+^ be (Detail E4) 4'-0° 6'-0• eKwathIng ahsathirg eMething sheathing Not Not applicable +rcarpllehed'J a eesparry or prnsrrn deck(sMeN1n�r o 6�,Te•t Jpl d/she long long 4'-0"lorlg6'-0" 4'-0"long b'-0"long il-bl 3-asn"ler-,S nor d 1.4(mMlm,m)east be rolled b e b 11 v tee 2�1 WNM.ut Nle Backer Block• N/8"or 3/4"a 4,ehesvnng met be totally Marled to each TJI Jelm befen, 1 (Demll Ft I'Net 2x6 1xe 2x12 bracing,buckn.g sideways er rollover Is hlgl,ly probable under II ° .�u"M �r ovjw )led.trMing. 3/4" 7/B- S.Encs ar un W.—nquin every br—'re on both the rep but It ems. V,F. •ame•ese/y, fiNerar:dead:wabcArnNa(Mrrowm"urlthangers.Mannlea:La-papdewdva4se•de(aYWHlererq eaFabb,*lenwans.4:wald MTMllrgeaewlrominmreQnwlNlnatd•reneeofVYnon • •'1 b Llj LLI .a�wde..ma.a^.e maxapmmpnrm�enb a.de a .ad2.•m.,nenbr.a 6�a,. '° A \ This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guider which should be referenced for additional information. -7- 10 10 07 l 1 I i WIND FRAMING NOTES NAILING SCHEDULE IOLAN CONTENTS: G EN E A L NOTE51).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING ILII M 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 TOE-NAIL sUILDING HEIGHT Design Services 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTIONCEILING JOIST 8'WALL:3-8d COMMON EACH 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 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 PER TABLE 3.7 EACH FACE DESICsN CRITERIA PRESCRIPTIVE AS PER N. DI TION WOOD FRAME CONSTRUCTION MANUAL WWW.mchdesi nsefVices.com RESIDENTIAL CONSTRUCTION CODE AND CURRENT SBC HIGH WIND EDI construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS GROSS SECTION AND GENERAL NOTES phone: OVER PARTITION WFCM-SBC LAP NAIL EXT, BALCONIES 60 (631)298-2250 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER 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 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 e-mail: 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 michael@mchdesignservices.com accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOUJ LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END 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 QTY. SPACING NOTES GAURDRAILS (ANY DIRECTION) 200 r "'� precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY v specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL p p p p g p 2.16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 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 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I 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 COMMON O.C. NAIL EGRE55 SEE FLOOR PLANS AND WINDOW SCHEDULE Q attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and 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 HEADER TO 16d COMMON 16"O.C. FACE (SMOKE 4 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 table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RE5CHECK �~ 6).TYPE II 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 NG CK R OBLOCKING 1).The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors in table 3.16. END JOISTFOOT SEE NOTE:1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD 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 HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psf) interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. 110 B SEVERE 3 FT. 11 NONE - TO HEAVY MODERATE 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 4-8d COMMON concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Z be Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE Any new concrete walls being attached existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#4 re bar,18"long at 12"o..c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD VVV 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. 8d COMMON 6"O.C. SEE NOTES:1,3 � W 2-8d COMMON 5).Unless otherwise noted,all slabs on grade to be 3500 p.s.i..Concrete to be TO JOIST END NAIL o� @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: BLOCKING TO- EACH TOE SEE NOTES:1 (BOTH FIELDS) /'� 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 3-16d COMMON INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12 O.C. NOTE:2 FOR PANEL FIELD `� � I 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 EN RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d(COMMON JOIST NAIL �V/J1 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE NOTES v 7).Dampproofexterioroffoundationwithbituminouscoatingasper DECK AND COVERED PORCH NOTES: 3-8d COMMON TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 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 H the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d(COMMON 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, 8).Drainage as per town and N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 2-16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 J'1 P P P 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. r M 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 I NAIL 3.Tabulated 4 inch o.c.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For �••1•� Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7"Ron anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING ) P 9 9 9 ^ 9 g framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: O Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE O NOTES r , 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. JOINT DESCRIPTION NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD r otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY, SPACING SEE NOTES:1,3(BOTH FIELDS) 9 9 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD ^ where needed. GYPSUM 7" O.C.EDGE `..i.� 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS INTERIOR ZONE 8d COMMON 6"O.C. 8d COMMON 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.0.FIELD @ @ openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES O 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 openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). and blocking where applicable. JOINT DESCRIPTION NAIL NAIL QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ^/ 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL W COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE 6d COMMON 2 .Tabulated 12 inch o.c.nails spacing assumes sheathing attached to stud framing members with 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD ) P g g g 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 5d COOLERS 10"O.0.FIELD on plans. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: NOTE-' 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY DRAWN BY: MH provide adequate bracing and plates to protect and secure the structure.Verify with the I QTY. SPACING 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"0.C.EDGE EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. needed. HVAC SYSTEM NOTES VOR LESS 8d COMMON i 12"O.C.FIELD 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. March 20, 2012 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF i ri � n 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor MENTIONED IN SCHEDULE NOTES ONLY. FIREBLOCKING REQUIRED SCALE: 1/4 = 1 -O 2q HVAC subcontractor is to fully coordinate all system data and requirements with the Fireblockin p openings( ) adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed g shall be provided to cut off all concealed draft o enin s both vertical and horizontal equipment supplier. over subfloor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space. 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 in wood-frame construction in the following locations. 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and fl!(Nr SHEET N O to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 1 such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constru ed 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffi , 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced tot-16d nail per foot. drop ceilings and cove ceilings. -"\ Of NEIvyo be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. C_.) Ef R'Fp'¢ir 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spac under stairs shall comply with N.Y.S.Residential Code. cl� Q O O 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passa o flame and products of combustion. Z 6 5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code.