Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
47965-Z
�OS11ffat�y Town of Southold 11/16/2023 P.O.Box 1179 C* _ fi 53095 Main Rd 4,j 5' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44738 Date: 11/16/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 470 Haywaters Dr., Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-5-21.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/17/2022 pursuant to which Building Permit No. 47965 dated 6/16/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including front and rear covered porches and second floor deck,to existing single-fami1X dwelling as applied for. The certificate is issued to DeLorenzo,Anthony&Karen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47965 11/13/2023 PLUMBERS CERTIFICATION DATED • Aut riz Si n ture SuFFDt.t TOWN OF SOUTHOLD ,y �oG ��o y BUILDING DEPARTMENT y 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#: 47965 Date: 6/16/2022 Permission is hereby granted to: DeLorenzo, Anthony 182 80th St Brooklyn, NY 11209 To: construct additions and alterations to existing single-family dwelling as applied for per Trustees & DEC approvals. At premises located at: 470 Haywaters Dr., Cutchogue SCTM #473889 Sec/Block/Lot# 104.-5-21.1 Pursuant to application dated 5/16/2022 and approved by the Building Inspector. To expire on 12/16/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $440.80 CO-ADDITION TO DWELLING $50.00 Total: $490.80 Building Inspector oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.deviin(-)town.southold.ny.us Southold,NY 11971-0959 '� • IoOUa�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Anthony DeLorenzo Address: 470 Haywaters Dr city:Cutchogue st: NY zip: 11935 Building Permit#: 47965 Section: 104 Block: 5 Lot: 21.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Alan Hubbard Electrical License No: 4285ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures 3 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 6 CO2 Detectors Sub Panel 80A A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect Switches 2 4'LED Exit Fixtures Sump Pump Other Equipment: 80A Sub Panel 24 Circuit/ 10 Used Notes: Garage & Storage Rooms Above Inspector Signature: - Date: November 13, 2023 S. Devlin-Cert Electrical Compliance Form OF SOUTyO� TOWN OF SOUTHOLD BUILDING DEPT. co 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FR_AMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O _I [ ] RENTAL R ARKS: CAW �K A44 In Y., &%kA4 SI fV�(tiv�/ DATE y INSPECTOR OF SOGIyo14 '1/"- # # TO N OF SOUTHOLD BUILD10 DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE_ SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION j ] PRE C/O [ ] RENTAL REMARKS: Q z 0, re-A,lv 1 DATE INSPECTOR oesouryolo '4 Q�S �f 70 qot V WAIe�s # # TOWN OF SOUTHOLD BUILDING DEPT. `ycouto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 14 &2o o ! � a 41 DATE Z Z INSPECTOR -J OE SOUI'yo� TOWN OF SOUTHOLD. BUILDING DEPT. 631-765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: &g A C4 6 o 4ZO&/t t'A-<txJt&p— Ae,- cppaq Mom ud 1- 5 WIN 126, ►2 l • DATE INSPECTOR 4� oF SOUIyO� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [X] RO GH PLBG. FOUNDATION 2ND [ LATION/CAULKING FRAMING/STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: "ffl T oAA— r(n 6. �A DATEIb0 )OY'7 INSPECTOR qUX` -�- _ �` ��� :: �^ _� �4' �� i � 9 �;`. 4 • — �'_'� .�, � � � :. �� . . -- i ,f �� � � � ��� . �" <. :r.� �'����i t 3 �� al • i�-f lr },'rte ��.�x. � �' • � 1 V i i �J 1 4 ;�� ,� �jWARNING:HEAT ALARM NOT A LIFE SAFETY DEVICE s 135°F FIXED TEMPERATURE r .fit �►��� Ad J 2: . w; All • D CSC WE 0 1 3 2023 B Iding Depart nt own of South d 5: t .t•` '., ��'� •� �� � it . " P (631)650-6666 F (631) 650=6667 'C''(516) 658-0325 - wwwAocarchitects:com' ,TODD O'CONNEL"L ` - A R C H i T.E C T P. C.-' - _ - - todd@tocarchitects.com Thursday, March 16, 2023 Town'ofSouthold Build'ingbepartment= Town Hall Annex 54375 Main'Road Southold,'NY.11971 Ae':' .The-Delorenzoo-Residence 470 Hay water Drive Cutchogue Cutchogue;NY 111935) -To Whom It'May Concern: 'Please note that this-:office, Todd O'Connell Architects,hag,reviewed the changes made during 6onstruction. The changes are as follows:. "Ceiling of proposed walk-in closet is.now vaulted. 2`addiii6n6l closets were,•add"ed'. • A window was.added^to one of-the proposed walk-in closets. Very truly yours;'" ''_ <<� .Todd O'Conn I.` c TOC:' s ��\ �, `'•.'i� - .".R4 " � `S .1_i''Y '„yam'.,• ' UI�T�1�/3T�Z1:ta�1�-►�":T:4JC1�*iT:1:t11�ti1�7�i7��:_C1�1'1:ti1R.T�\\�Ll�lirl;i FIELD INSPECTION REPORT 7 DATE COMMENTS FOUNDATION (1ST) y ------------------------------------ FOUNDATION (2ND) Zo z 2 ASS Sl- C) ROUGH FRAMING& PLUMBING H I 'AtOAn �r � d'P G61av1 G�j Jh5 (" INSULATION PER N.Y. ak- � COJG2' PVA UA-P' 4 U)))I STATE ENERGY CODE ($� d tv M v ' i `. FINAL (a q� ADDITIONAL COMMENTS 3 a. a s e a t o e f) `� BSG ,1' d S' z 7 CL" SID m It y iC Sell/] s r4t&.013 o x `vim -- il 0 120 AuAl c o � z x � y x d b H �g11FF01��o TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o• ��� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov 4 Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: ® r� Applications and,f"'s�must`.be'#illed.out in,their'enti[:ety:aricomplete MAY 17 2022 i appli,cations;will:.not:be'accepted..Where th6.Applcant is not the.owneF;.an ..., . BUILDING ur-P i. Owner's Authorisation'fo'rm,(Pag6 2)sh6ll:b,e completed.`` TOWN OF SOUTNOLD Date: ➢s OWNER(S)OF.PROPERTY, rvameAnthony Delorenzo _._..__... _.a._.__m._.._.m. _.. ........... scTM# s000 — ( w—Zf_ l_._..._....._................._.__.n..m.. Project Address:470 Haywater Drive Cutchogue Phone#:917-693-1566 wµ Email:ADelorenzo@220law.com Mailing Address: CONTACT"PERSON: - Name:Todd O'Connell/TOC Architects Mailing Address:1200 Veterans Memorial Hwy Ste 120 Hauppauge,NY11788 Phone#:631-650-6666 lTr�ail.-Tqqo_@:TOq&rphitects.com r ESIGN'PROFESSIONA►L"INFORMATION: Name:Todd O'Connell Mailing Address:1200 Veterans Memorial Hwy, Ste 120 Hauppauge, NY 11788 Phone#:631-650-6666 Email:Todd @TOCArchitects.corn ... . ..... .. . -CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: ,D ESCRIP.TION OFPROPOSED CONSTRUCTION`< ::: :..•' ❑New Structure RAddition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 7,©0 t Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes 1340 1 :.ss ..,,• ,...,>. Y } j�'N4 p.>"}'.cn" -r)�`" K�, i'a �° _�•. ::-sr.,v ;.;�;xs_,.u•, °'y� :A' >3t- >i.-�i' �.y `,�' >� z�:t.�..�.,;� =�:�.'vIP�R��ER=`TY AIFOR..ATI�t -';%`.� �:�: 'zf�J•:: h. .�l�xnf3'.i,..:�o :+r{K'•',::r'•"X :h �.ly:.:•.,Nn.. Existing use of property: aml Intended use of property:l f mll Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to ___ ,:, _ ..... .._....._ ._.. .............,_..._M_...,......:_._...._._,_.................._..,.__ this property? ❑Yes ❑No IF YES,PROVIDE A COPY. ' a'r'=-... �P;':i f•�..yva �M',�Y s^f^ � :'X°J::';_�� -.v• .,i,f,. i"tt ''?•.t..7,:: .5,. SC.ti ,=.Y ..; 'A}t; ,1.. ;i _ .ms's^ "'i:iit`.•. :at'v,... ! .t•. ''.f. fix- .t§., 'F- .'>,t'"'r'n 4• �Y.�11..> , +m.« a r ,, cE4 "k: ae(i•�`> uv contra�xde'si"rr rofess o" i ses on, bl''b%all'.t� z = ►+ n¢f1 l;:., .s.,�. . s-...,.,r,'ain. &e aritl-stor yN er;issue'stEco.itie` € ,, �;�..n..y.�;.. ,>.�.f';3'.,y°'r �Y? s--.,,.,,, u��n h to 3Ire,-foAFii'Ca' filA;! LiCA7 5;-tRY 1+ " C? tot'e&�uiig=17 pia""tnentifor' e'Ss�a�iceo B'lldln rm r tlan ,t>;tti Bu fd'"a2oiie e a. .'.., w,. rr'r.:''t.+F,t'�';�til'?y�•. ."r r.;•Jr"e'�;r�-:: ,"k,�'mzk-.r:.:£..;N,...,C< ,,,,� �.,,. ,.W:;: r .-r, �ax�vL',,h; ;`#��Id=5 l J�.�.la� ��w;l�arl��nd���'r 'IiF��JP;taw�;�rd(n'..d`s':or<Re'` "iatrs;fo,.' �.af���Fiucfra :tiuildi' .�;��.>;•:,i r' r:�c�gilipns;;af',raeons;�fi�for?r�mui�a�o�ri�n'i 1 Eio�iSas,_ ��'•"Grs6rib� �"ffi`P�licar�;a"�ees,to:nin).�J•wkh�`ajla hca�l�s ard�n'a" �`':build���eode"`��: ";hopsin'✓:'cc7tl'���fn''r�`�uf ton�sa ,4�'.�drrit or,J�elm tiisoi'i� ises,and�Jftf' �1 in'`��t`o`r'`tleces" ��:iri�e�ri �"e:staf m"e�'n�""'"�r�,`_" �;T' - ��P4,mshabies a:.Clas IAfm eanori ant toS on2t0:!XSif he i+tew,'�J o" Wte'P. 1 x ``•> " s. ,4. ,.,.,:..,_;<_.,;. .�:•� � � ,,�P.!��!��t, eta. ,... - .e»a ta. s:,cf�..~�... " ��w ter; ..n wt, ,.�4+.._.<k,... t_:i'ne.. .e, x..,T.t t�3.4 •,....-.<,.ti. ss::::: .�.,,•a-.<., uJ' Application Submitted By(print name)• ®Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ) 1 -TP�A D (-Toe) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is they (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,.and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn n Wore this L a--C-a" �'PAME Q r� iihlir-Stgtpof Newyork 20 No.01L06185263 Notary Public Qualified in Suffolk County My Commission Expires 04/14/20 PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 1Anthony Delorenzo residing at 182 80th Street,Brooklyn, NY 11209 , do hereby authorize Todd O'Connell/TOC Architects to apply on my behalf to the. n of uthold ftildina De artment for approval as described herein. September'8,2021 O ' 'gnature Date Anthony DeLorenzo Print Owner's Name 2 ®� y ti Glenn Goldsmith,President soTown Hall Annex '_ss`` OVA of 54375 Route 25 A.Nicholas Krupski,Vice President O P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 C0UN1`�,� BOARD OF TOWN TRUSTEES MAY 13 2022 TOWN OF SOUTHOLD BUILDING Dr.'-I. TOWN OF SOUTHOI_0 Permit No.: 10109A Date of Receipt of Application: April 1, 2022 Applicant: Karen &Anthony Delorenzo SCTM#: 1000-104-5-21.1 Project Location: 470 Haywaters Drive, Cutchogue Date of Resolution/Issuance: April 13, 2022 Date of Expiration: April 13, 2024 Reviewed by: A. Nicholas Krupski, Vice-President Project Description: Remove the roof over existing attached garage and construct a 520 sq.ft. second floor storage area located in the north easterly side of premises; construction of an 8'x10'-portico over the front door supported on two sides by adjacent structure and a structural column to existing deck. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the survey prepared by Nathan Taft Corwin III Land Surveyor, received on April 1, 2022, and stamped approved on April 13, 2022. Special Conditions: None Inspections: Final Inspection. { If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President OF SUI Town Hall Annex �� yO A.Nicholas Krupski,Vice President Ito '' 54375 Route 25P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly G QTelephone(631) 765-1892 Elizabeth Peeples �Ol� Aa�O Fax(631) 765-6641 R® E C E O M C �OUNT`I,N 0 CT 13 2023 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Building Department Town of Southold CERTIFICATE OF COMPLIANCE 2072C Date: September 4, 2023 THIS CERTIFIES that the removal of the roof over existing attached garage and construct a 520 sg.ft. second floor storage area located in the north easterly side of premises•construction of an 8'x10' portico over the front door supported on two sides bead-jacent structure and a structural column to existing;deck,• At 470 Haywaters Drive,Cutchogue Suffolk County Tax Map#1000-104-5-21.1 1 Conforms to the application for,#Trustees Permit heretofore filed in this office Dated April 1,2022 pursuant to which Trustees Administrative Permit#10109A Dated April 13,2022,wasisgund confirms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for removal of the roof over existing attached garage and construct a 520 sa.ft.second floor storage area located in the north easterly side of premises,• construction of an 8'x10' aortico over the front door supported on two sides by adiacent structure and a structural column to existing deck. The certificate is issued to Karen&Anthony DeLorenzo owner of the aforesaid property. v Authorized Signature AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00562 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: ANTHONY DELORENZO DELORENZO PROPERTY 182 80TH ST 470 HAYWATERS DRI 100-104-5-21:1 BROOKLYN,NY 11209 CUTCHOGUE,NY 11935 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: CUTCHOGUE Facility Principal Reference Point: NYTM-E: 713.763 NYTM-N:"4543.275 Latitude: 41°00'45.6" Longitude: 72°27'28.5" Authorized Activity: Construct a second story addition andd-a portico on'the landward (east) side of an existing single family dwelling as shown on the attached plans prepared by Todd O'Connell.AIA, last. revised 2/2/2022, stamped "NYSDEC approved" on 4/25/2022. Permit Authorizations 1 41 Tidal Wetlands -Under Article 25 . Permit ID 1-4738-00562/00004 New Permit Effective Date: 4/25/2022 Expiration Date: 4/26/2027 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations, and all conditions included as part of this permit. Permit Administrator:KEVIN A KISPERT,Deputy Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 Authorized Signature-:, / Date.'4/25/2022 Distribution List Marine Habitat Protection KEVIN-'A KISPERT Page 1 of 5 Iowa NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738=00562 'Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Permit Attachments Site Plan 2/2/2022 NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Conformance With Plans All %ctivities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Todd O'Connell. AIA, drawing A.1, last revised 2/2/2022, stamped "NYSDEC approved" on 4/25/2022. 2. Notice of Commencement At least 48 hours.prior to commencement of the project,the permittee -and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand alf terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. v 3. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 4. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 5. Install,Maintain Erosion Controls Necessary erosion control measures, i.e.,straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place...before'any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 6. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. Page 2 of 5 r Alm NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00562 7. Seeding Disturbed Areas All area* of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration,whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until-weather conditions favor germination. 8. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area, or on the existing paved driveway. 9. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 10. Concrete Leachate During construction, no wet or fresh concrete onleachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 11. No Unauthorized Fill No fill or backfill is authorized,by this permit without further written approval from the department(permit,modification, amendment). t k a � 12. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position(If the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservationit shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of fhe State,the owner, may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation.of this permit,the structure, fill, excavation, or other modification of he watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State,'and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition'the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal orralteration. 13. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or.fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 14. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. Page 3 of 5 r NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00562 15. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. GENERAL CONDITIONS - Apply to ALL Authorized Permits:- 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a•copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify-,supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3: Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for,permit renewal,modification or transfer of this permit. Such application-must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 , 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds.-for modification, suspension or revocation include: as materially false or inaccurate statements in the permit application or supporting papers; Page 4 of 5 �r NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00562 b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the c6mmissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF`OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting stale or federal agencies, expressly agrees to indemnify and'hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the°permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item,B: Permittee's Contractors to Comply with Permit , The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands;easements and rights-of- way that may-be required to carry out the activities that are authorized by.thisi permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to'trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit: Page 5 of 5 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD ti Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 . t Temporary Certificate # q7 8' Date 6— d - 2023 Customer Name Electrician Name hkam /-luh6aid e1 ltd Addressgw 4& u4 Phone p j jaq� e-mail .adejoreji ZD C Zoto-11 , ezri-, e-mail ha bmdf"Ad-f oF aol, C�1� Foneq J 61'51, License# Z� Size 2-0 0 A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 9�fro the date above. Authorized by ® BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1/31/23 Company Name: Alan Hubbard Elecrtrical Contracting INc. Electrician's Name: Alan Hubbard License No.: 4285-ME Elec. email:hubbardrads@aol.com Elec. Phone No: 6316971715 01 request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 2241 Aquebogue, NY 11931 JOB SITE INFORMATION (All Information Required) Name: Anthony DeLorenzo Address: 470 Haywaters Dr. Cutchogue, NY 11935 Cross Street: Phone No.: 917 693 1566 Bldg.Permit#: 47965 email:adelorenzo@220law.com Tax Map District: 1000 Section:104 Block: 5-21.1 Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Addition of second floor on garage J Square Footage: Circle All That Apply: Is job ready for inspection?: YES❑NO FVJ Rough In ® Final Do you need a Temp Certificate?: YES[—] NO Issued On to� Temp Information: (All information required) C2'W/Service Size 1 Ph F13 Ph Size: ria, A #Meters OI eter# ew Service0 Fire ReconnectOFlo d Reconnect Service ReconnectfX6derground❑Overhead # Underground Laterals 1 R2 H Frame M Pole Work done on Service? MY N Additional Information: Need to review existing service to meet Southold code PAYMENT DUE WITH APPLICATION � � -C, 5� PERMIT# Address: Switches Outlets G FI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: Comments i r', / BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 - APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1/31/23 Company Name: Alan Hubbard Elecrtrical Contracting INc. Electrician's Name: Alan Hubbard License No.: 4285-ME Elec. email:hubbardrads@aol.com Elec. Phone No: 6316971715 D I request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 2241 Aquebogue, NY 11931 JOB SITE INFORMATION (AII Information Required) Name: Anthony DeLorenzo Address: 470 Haywaters Dr. Cutchogue, NY 11935 , Cross Street: Phone No.: 917 693 1566 . Bldg.Permit#: 47965 email:adelorenzo@220law.com Tax Map District: 1000 Section:104 Block: 5-21.1 Lot:- BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Addition of second floor on garage Square Footage: Circle All That Apply: Is job ready for inspection?:. YES❑NO Foe]Rough,In Final Do you need a Temp Certificate?: F-] YES F-] NO Issued On Temp Information: (AII information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service0 Fire Reconnect[]Flood Reconnect ElService Reconnect Underground ElOverhead # Underground Laterals 0 1 n2 n H Frame Pole Work done on Service? Y ON Additional Information: Need to review existing service to meet Southold code PAYMENT DUE WITH APPLICATION ,aH c Y , Generated by REScheck-Web Software Compliance Certificate Project DELORENZO Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 470 HAYWATERS DRIVE DELORENZO RESIDENCE TODD O'CONNELL CUTCHOGUE, NEW YORK 11935 470 HAYWATERS DRIVE 1200 veterans hwy CUTCHOGUE, NEW YORK 11935 hauppauge, New York 11788 Compliance:, Passes Using UA trade-off Compliance: 8.0%Better Than Code Maximum UA: 112 Your UA: 103 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or Perimeter R-Vallue 111-Vallue 11.11-Factor 11.11-Factor UA UA Ceiling: Flat Ceiling or Scissor Truss 534 30.0 0.0 0.035 0.026 19 14 Wall: Wood Frame, 16" o.c. 513 15.0 2.5 0.063 0.060 22 21 Window: Wood Frame 130 0.280 0.320 36 42 SHGC: 0.28 Window 1: Wood Frame 30 0.280 0.320 8 10 SHGC: 0.28 .Floor:All-Wood joist/Truss 534 30.0 0.0 0.033 0.047 18 25 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The oposed buildi g has been designed to meet the 2018 IECC requirements in REScheck Version : Sche k-Web and to comply it e mandatory quire�.ne'nts listedzi the REScheck inspection C ecklist Name- Itle to ` �aV �� Date Project Title: DELORENZO Report date: 12/22/21 Data filename: Pagel of 9 1 -r CREScheck Software Version : REScheck-Web �(J Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section: p Plans"Verified ' F.iAd Verified - # Pre-Ins ection/Pian Review. Value Value Complies? , Comments/Assumptions &.Req:ID " 103.1, ;Construction drawings and ❑Complies 103.2 documentation demonstrate "❑Does Not [PRlJl i energy code compliance for the C, building envelope.Thermal ❑Not Observable ; envelo a resented on ❑Not Applic re P Pable construction documents. . 103.1, !Construction drawings and ❑Complies 103.2, ,documentation demonstrate El Not 403.7 !energy code compliance for [PR3)1 ;lighting and mechanical systems. "" i❑Not Observable i !Systems serving multiple ;❑Not Applicable 11 dwelling units must demonstrate !compliance with the IECC ,Commercial Provisions. , 382.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies 403,7 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 ion loads calculated per ACCA Cooling:,- Cooling: ;❑Not Observable (S) Manual J or other methods Btu/hr Btu/hr approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3., Low Impact(Tier 3) Project Title: DELORENZO Report date: 12/22/21 Data filename: Page 2 of 9 Section # Foundation InspectionComplies?, Comments/Assumptions &:Rega® 303;2:7.; jA protective covering is installed to ;❑Complies [F011]2 protect exposed exterior insulation :❑Does Not land extends a minimum of 6 in. below grade. ;❑Not Observable; ❑Not Applicable 403.9 'Snow-and ice-melting system controls;❑Complies [F0:12]? `installed. ❑Does Not !� !❑Not Observable :❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1), 2 • Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: DELORENZO Report date: 12/22/21 Data filename: Page 3 of 9 Section : .. - `13 ans`Verifie& Field Verifietl. # Fram'i ig'%Rough-In inspection Gorriplies? Comments/Assumptions & Req:ID : Value Value 402.1.1, ;Glazing U-factor(area-weighted ; U- U- ;❑Complies ;see the Envelope Assemblies 402.3.1, 1 average). ❑Does Not ;table for values. 402.3.3, ❑ 402.5 Not Observable [FR2]1 ; :❑Not Applicable 303.1.3 U-factors of fenestration products - ❑Complies [FR4]1 !are determined in accordance ❑Does Not { jwith the NFRC test procedure or ❑Not Observable ;taken from the default table. ; " ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 :installed per manufacturer's '❑Does Not !instructions. ❑Not Observable t _ ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ; [FR20]1 ;is listed and labeled as meeting Does Not AAMA/WDMA/CSA 101/1' S.2/A440 j or has infiltration rates per NFRC ❑Not Observable 1400 that do not exceed code JE]Not Applicable {limits. 402.4.5. IC-rated recessed lighting fixtures ❑Complies [FR16F (sealed at housing/interior finish i []Does Not ; and labeled to indicate <_2.0 cfm leakage at 75 Pa. ❑Not Observable ; ❑Not Applicable [FO 12]1; nsupated ly d R rn ducts in 8 here duct attics Complies ; Does Not >= 3 inches in diameter and >= } R Supply-6 where < 3 inches. Su I and ❑Not Observable return ducts in other portions of : . ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 !for< 3 inches in diameter. ) 403.3.2 ;,Ducts, air handlers and filter ❑Complies [FR13]1 boxes are sealed with ❑Does Not points/seams compliant with ;International Mechanical Code or ❑Not Observable ❑Not Applicable International Residential Code, as !applicable. ' 403.3.5. Building cavities are not used as .,❑Complies [FR15]3 !ducts or plenums. 1`❑Does Not "#❑Not Observable 1❑Not Applicable , 403.4 HVAC piping conveying fluids R- ; R- ;❑Complies ; [FR17]? above 105 °F or chilled fluids ❑Does Not below 55°F are insulated to >_R- 14) ; ; ;❑Not Observable ; t 3. :❑Not Applicable 403.4.1 (Protection of insulation on HVAC ❑Complies ; [FR24]1 !piping. ❑Does Not {❑Not Observable 1❑Not Applicable 4.03:5.3 Hot water pipes are insulated to R- R- ;❑Complies [FR18]2.. ,>_R-3. :❑Does Not :❑Not Observable ❑Not Applicable 403.6. JAutomatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ,- ❑Not Applicable 1 High Impact(Tier 1) '2 Medium Impact(Tier 2) 1 3, Low Impact(Tier 3) Project Title: DELORENZO Report date: 12/22/21 Data filename: Page 4 of 9 r , Section.''., -Ia ns Verified" Field Veriffied #. Insulation Inspection ,,Coinplies? Comrrierits%Assumptions . Value,.:.: :. Value. 303:1 All installed insulation is labeled ❑Complies [IN13:]2 . "3 or the installed R-values ❑Does Not l � !provided. ❑Not Observable I❑Not Applicable 402.1.1, !Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 i ElWood EJWood :❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel I❑Not Observable �0 I T❑Not Applicable 303.2, !Floor insulation installed per ❑Complies ; 402.2.8 !manufacturer's instructions and ❑Does Not [IN2]1 !in substantial contact with the I underside of the subfloor, or floor ❑Not Observable !framing cavity insulation is in ❑Not Applicable contact with the top side of Isheathing, or continuous ;insulation is installed on the underside of floor framing and "' I !extends from the bottom to the stop of all perimeter floor framing members. " 402.1.1, ,Wall insulation R-value. If this is a: R- R- II—Complies :See the Envelope Assemblies 402.2.5, !mass wall with at least 1/z of the ❑ Wood ❑ Wood I❑Does Not :table for values. 402.2.6 wall insulation on the wall ;❑ Mass ❑ Mass :❑Not Observable [IN3]1 !exterior, the exterior insulation ; ; requirement applies (FR10). I❑ Steel ❑ Steel I❑Not Applicable I I 303.21 ;Wall insulation is installed per ❑Complies ; [IN4]1 ;manufacturer's instructions. El Does Not i '❑Not Observable ; j ❑Not Applicable I Additional Comments/Assumptions: 11 High Impact(Tier 1) 2" Medium Impact(Tier 2) `3 1 Low Impact(Tier 3) Project Title: DELORENZO Report date: 12/22/21 Data filename: Page 6 of 9 Section. I Plans Verified" " - Field"Verified # Final Inspection'Provisions Complies. Comments/Assumptions & Iteq.ID Value Value 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, i E] Wood E] Wood ;❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [Fill' ' ;❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per j „ i❑Complies ; 303.2 1 manufacturer's instructions. ❑Does Not [FI2]1 !Blown insulation marked every 1300 ft2. - ❑Not Observable ❑Not Applicable .402.2.3 !Vented attics with air permeable ❑Complies [F122]2 insulation include baffle adjacent ❑Does Not Ito soffit and eave vents that jextends over insulation. ❑Not Observable i ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies ; [F13]1 ;insulation >_R-value of the I : :❑Does Not !adjacent assembly. f ;❑Not Observable I :❑Not Applicable ; 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies [F117]1 Tach in Climate Zones 1-2, and : :❑Does Not i<=3 ach in Climate Zones 3-8. 1 ❑Not Observable ; 1 I ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies [FI27]1 ;determine air leakage with : ft2 ft2 j❑Does Not either: Rough-in test:Total : ❑Not Observable leakage measured with a pressure differential of 0.1 inch ;❑Not Applicable �w.g. across the system including !the manufacturer's air handler :enclosure if installed at time of :test. Postconstruction test:Total : leakage measured with a ;pressure differential of 0.1 inch Iw.g. across the entire system Iincluding the manufacturer's air I handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies [F14]1 cfm/100 ft2 across the system or 1 ft2 i ft2 :❑Does Not 1<=3 cfm/100 ft2 without air (handler @ 25 Pa. For rough-in ,❑Not Observable Itests, verification may need to ; ❑Not Applicable ; Ioccur during Framing Inspection. I : 403.3.2.1 IAir handler leakage designated ❑Complies ; [F124]1 i by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable I E ❑Not Applicable 403.1.1 'Programmable thermostats ❑Complies [Fl9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to t ❑Not Observable j code specifications. ❑Not Applicable 403.1:2 Heat pump thermostat installed ,❑Complies ; [F110]2 on heat pumps. ❑Does Not ❑Not Observable } {{❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not !accessible manual controls. ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 112 1 Medium Impact(Tier 2) 3: Low Impact(Tier 3) Project Title: DELORENZO Report date: 12/22/21 Data filename: Page 7 of 9 Section,-. .. . - Pans°Verified Field:Verified ^-':-., " # . Final,Inspection:Provisions Coirip'lies?• „Comments/Assurnoo'ns . & V slue . . Valuer, Req.ID 403.6.1. 'All mechanical ventilation system ❑Complies ; [FI25]2 4fans not part of tested and listed ❑Does Not j HVAC equipment meet efficacy and air flow limits per Table E..... ❑Not Observable ❑ R403.6.1. Not Applicable 4.012• Hot water boilers supplying heat 10complies ; .[F26]2 through one-or two-pipe heating F] Not systems have outdoor setback �=.'t.£' a control to lower boiler water ((� ❑Not Observable , ltemperature based on outdoor ,.j❑Not Applicable '(temperature. j 403.5.1.11 !Heated water circulation systems : ❑Complies ; [FI28]z i have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable ; pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are I not present. Controls for circulating hot water system 1 pumps start the pump with signal for hot water demand within the occupancy. Controls ; automaticallyturn off the pump p 1when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5:1.2 Electric heat trace systems ❑Complies ; [F112912 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the []Not Observable heat tracing to maintaln the . ' ❑Not Applicable #desired water temperature in the }piping. f' 403.5:2;• :I Demand recirculation water ❑Complies ; [F130F systems have controls that �❑Does Not manage operation of the pump !and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 1049F. 403.5.4- Drain water heat recovery units i ❑Complies ; [FI31]2tested in accordance with CSA ❑Does Not 1 B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable ; {recovery units< 3 psi for ❑Not Applicable 1 individual units connected to one or two showers. Potable water- side pressure loss of drain water f heat recovery units < 2 psi for individual units connected to {three or more showers. 404.1 190%or more of permanent ❑Complies [F[6]1 !fixtures have high efficacy lamps. ❑Does Not ❑Not Observable I ❑Not Applicable 404.1:1, Fuel gas lighting systems have W.V ❑Complies ; [F123]3':;:. ,no continuous pilot light. 1 .. i '" f . (}°,❑Does Not :"'JE]Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies ; [Fl7]2 ]EIDoes Not w ' Not Observable JF] ❑Not Applicable 1 High Impact(Tier 1) 2:. Medium Impact(Tier 2) 3'1 Low Impact(Tier 3) Project Title: DELORENZO Reportdate: 12/22/21 Data filename: Page 8 of 9 section: Plans Verified `Field Verified Final Inspection R*ovieions;; V Complies? Comments%Assuhiptions &:Req.tD alue Value ,303:3:.. . : Manufacturer manuals for 10complies [FI18]3<'.:= ,mechanical and water heating :I❑Does Not systems have been provided. J❑Not Observable E f` ]❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3:: Low Impact(Tier 3) Project Title: DELORENZO Report date: 12/22/21 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall _ 17.50 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass & . . . Window 0.28 0.28 Door CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date• Comments 1 Generated by REScheck-Web Software Compliance Certificate Project DELORENZO Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: s Construction Site: Owner/Agent:, Designer/Contractor: 470 HAYWATERS DRIVE DELORENZO RESIDENCE TODD O'CONNELL CUTCHOGUE, NEW YORK 11935 470 HAYWATERS DRIVE 1200 veterans hwy CUTCHOGUE, NEW YORK 11935 hauppauge, New York 11788 Compliance: 8.0%Better Than Code Maximum UA: 112 Your UA: 103 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 534 30.0 0.0 0.035 0.026 19 14 Wall:Wood Frame, 16"D.C. 513 15.0 2.5 0.063 0.060 22 21 Window: Wood Frame 130 0.280 0.320 36 42 SHGC: 0.28 Window 1:Wood Frame 30 0.280 0.320 8 10 SHGC: 0.28 Floor: All-Wood joist/Truss 534 30.0 0.0 0.033 0.047 18 25 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed buildi has been designed to meet the 2018 IECC require ents in REScheck Version : REScheck-Web and to comply with the mandatory quirements listed in the check Inspectio Check!St. Name-Title r Date o'CONN�`! TQC' i J' y1 P1 wy �e Project Title: DELORENZO ` ' ` Report date: 12/22/21 Pagel of 9 Data filename: �� `� � REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC. Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified` Field.-Verified #: Pre-Inspection%Plan Review Complies? Comments/Assumptions &.Req'.ID Value Value 103.1, ;Construction drawings and ` ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the ❑Not Observable ;building envelope.Thermal ; !envelope represented on ❑Not Applicable i., construction documents. 103.1, 1Construction drawings and "',` .?`,.: J❑Complies 103.2, documentation demonstrate f..: ❑Does Not 403.7 energy code compliance for [PR3]1 ;lighting and mechanical systems. I„ !❑Not Observable ;Systems serving multiple {❑Not Applicable i dwelling units must demonstrate ,compliance with the IECC Commercial Provisions. # } 3'02.1,; ;Heating and cooling equipment is; Heating: ; Heating: ;❑Complies 403 ;:7: sized per ACCA Manual S based I Btu/hr I Btu/hr :❑Does Not [PR2]z 'Ion loads calculated per ACCA ;Manual or other methods 1 Cooling:, I Cooling: :❑Not Observable ;•- ] Btu/hr , Btu/hr ; ; approved by the code official. ; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) J 2° Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: DELORENZO Report date: 12/22/21 Data filename: Page 2 of 9 Section # Foundation Inspection 'Complies? Comments/Assumptions & Req.ID 303.2:1 ,',IA protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation :❑Does Not U, and extends a minimum of 6 in. below grade. 1❑Not Observable ❑Not Applicable ; 403.:9 {Snow-and ice-melting system controls;❑Complies [,F012p ..'Jinstalled. ;❑Does Not ❑Not Observable ` ;❑Not Applicable Additional Comments/Assumptions: � t 11 High Impact (Tier 1) 2.1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: DELORENZO Report date: 12/22/21 Data filename: Page 3 of 9 Section Plans Verified° Field'Verified. # Framing%Rough4n Inspection Complies? Comments/Assumptions & Req"ID Value., Value 402.1.1, 1 Glazing U-factor(area-weighted ; U- U- 1❑Complies ;See the Envelope Assemblies 402.3.1, average). I❑Does Not table for values. 402.3.3, 402.5 1 ;❑Not Observable [FR2]1I I❑Not Applicable I r , 303.1.3 I U-factors of fenestration products ❑Complies ; [FR4]1 are determined in accordance ? ❑Does Not with the NFRC test procedure or !taken from the default table. ❑Not Observable 1 ; . ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ; [FR23]1 I installed per manufacturer's ❑Does Not ;instructions. + ❑Not Observable j - ❑Not Applicable 402.4.3 I Fenestration that is not site built :. ❑Complies ; [FR20]1 l is listed and labeled as meeting ❑Does Not (AAMA/WDMA/CSA 101/I.S.2/A440 ;: `` ° , .❑Not Observable I ,or has infiltration rates per NFRC :400 that do not exceed code " l' _.: ❑Not Applicable limits. . 402:4;5 IC-rated recessed lighting fixtures ❑Complies ; •[FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate:52.0 cfm leakage at 75 Pa. 3 ❑Not Observable ❑Not Applicable ; 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12]1 I insulated >= R-8 where duct is ❑Do ,.. . . ....:...:: .... :`..; es Not , >= 3 inches in diameter and >_ iR-6 where < 3 inches. Supply and : ;';. ,` ❑Not Observable I return ducts in other portions of ❑Not Applicable ; ,the building insulated >= R-6 for diameter>= 3 inches and R-4.2 "for< 3 inches in diameter. 1 403.3.2 ;Ducts,air handlers and filter ,; ❑Complies ; [FR13]1 boxes are sealed with ❑Does Not , !joints/seams compliant with ! ❑Not Observable (International Mechanical Code or International Residential Code,as �,.. ❑Not Applicable ; !applicable. r i 403.3.5 l Building cavities are not used as ❑Complies [FR15]3 "ducts or plenums. >: ❑Does Not ;❑Not Observable ; ❑Not Applicable 403:4 . I HVAC piping-conveying fluids R- R- ;❑Complies i[F111.7]2 f above 105°F or chilled fluids I I❑Does Not below 55°F are insulated to U! >_R- 3 ;❑Not Observable ; ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies ; [FR24]1 (piping• , ❑Does Not 1 00 `_J❑Not Observable I } J❑Not Applicable Hot water pipes are insulated to R- R- ;❑Complies I❑Does Not E ;❑Not Observable I❑Not Applicable 403':6, : (Automatic or gravity dampers are ❑Com lies 9 Y p .. p [FR19.]� installed on all outdoor air ❑Does Not I 4 intakes and exhausts. «"'° 1 El Observable I ❑Not Applicable 11 High Impact(Tier 1) :2 Medium Impact(Tier 2) 1:3`; Low Impact(Tier 3) Project Title: DELORENZO Report date: 12/22/21 Data filename: Page 4 of 9 Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2. Medium Impact(Tier 2) 13.1 Low Impact(Tier 3) Project Title: DELORENZO Report date: 12/22/21 Data filename: Page 5 of 9 Section, Plans Verified Field Verified # Insulation'Inspection Value Value- 'Complies? Comments/Assum,ptions & R � .- _ ,303.1: ' All installed insulation is labeled ~, ; ❑Complies ; i[IN13J? i or the installed R-values ❑Does Not provided. I tJ. []Not Observable ❑Not Applicable 402.1.1, I Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ,❑ Wood ',❑Does Not table for values. [IN1]1 I ❑ Steel ❑ Steel ;❑Not Observable j ;❑Not Applicable 303.21 !Floor insulation installed per i , ❑Complies 402.2.8 !manufacturer's instructions and _ ❑Does Not [IN211 in substantial contact with the v underside of the subfloor, or floor ❑Not Observable !framing cavity insulation is in ❑Not Applicable contact with the top side of ;sheathing, or continuous ! I insulation is installed on the j i underside of floor framing and J :extends from the bottom to the ! top of all perimeter floor framing members. 402.1.1, ,Wall insulation R-value.If this is a; R- R- !❑Complies ;See the Envelope Assemblies 402.2.5, (mass wall with at least lh of the ❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.6 ;wall insulation on the wall !❑ Mass !❑ Mass !❑Not Observable [IN3]1 7 exterior,the exterior insulation El steel !❑ Steel !❑Not Applicable 0 !requirement applies (FR10). i 303.2 I Wall insulation is installed per ;-, ::. ❑Complies ; [IN411 manufacturer's instructions. ❑Does Not ! ❑Not Observable I .. ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2- Medium Impact(Tier 2) .3:; Low Impact(Tier 3) Project Title: DELORENZO Report date: 12/22/21 Data filename: Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value . Value Complies? Comments/Assumptions & R'eq.lD 402.1.1, ICeiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, !❑ Wood ;❑ Wood !❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel :❑Not Observable 402.2.6 [Fill' ❑Not Applicable Ii i i 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. t ❑Does Not [FI2]1 ;Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 4.02.2.3 ,:Vented attics with air permeable #❑Complies [FI22]2,°. . (insulation include baffle adjacent ❑Does Not oto soffit and eave vents that ;extends over insulation. ❑Not Observable 1ElNot Applicable 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies [FI3]1 I insulation >_R-value of the E❑Does Not !adjacent assembly. '❑Not Observable !❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies [FI17]1 tach in Climate Zones 1-2, and ! ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Nat Observable ! ! ;❑Not Applicable 403.3.3 !Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies [F]27]1 Idetermine air leakage with ! ft2 ft2 ;❑Does Not 'either: Rough-in test:Total I leakage measured with a !❑Not Observable !pressure differential of 0.1 inch ! !❑Not Applicable ;w.g. across the system including ;the manufacturer's air handler I I I !enclosure if installed at time of I !test. Postconstruction test:Total "leakage measured with a I I I ;pressure differential of 0.1 inch w.g. across the entire system !including the manufacturer's air handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ; [171411I cfm/100 ft2 across the system or ! ftz ft2 !❑Does Not <=3 cfm/100 ft2 without air 1 handler @ 25 Pa. For rough-in ; !❑Not Observable I Itests,verification may need to " I ;❑Not Applicable !occur during Framing Inspection. ; 403.3.2.1 ;Air handler leakage designated ❑Complies [F[24]1 I by manufacturer at<=2%of ❑Does Not "design air flow. ❑Not Observable ! M i ";❑Not Applicable 403.1'.-i' ,i Programmable thermostats ; `, ❑Complies ; [FI9]2 " {installed for control of primary ❑Does Not !heating and cooling systems and y❑Not Observable k initially set by manufacturer to ; code specifications. ❑Not Applicable 403.1.2�:..'l Heat pump thermostat installed ? `_,❑Complies [FI10]2' on heat pumps. `; _•. ❑Does Not f ❑Not Observable ❑Not Applicable 403.5.1, Circulating service hot water ❑Complies [FI"11]2 systems have automatic or ❑Does Not accessible manual controls. " ❑Not Observable i #❑Not Applicable 11 High Impact(Tier 1) =2". Medium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: DELORENZO Report date: 12/22/21 Data filename: Page 7 of 9 Section —,. _ - , ., .. ° - Plans Verified Field Verified # Final Ins['ection Provisions Value Value' Complies? Comments/Assumptions &.MOD 403.6.;1 ;All mechanical ventilation system ,;:.°•:.: ::r;" {❑Complies [FI25]2 ;fans not part of tested and listed ` `\ j❑Does Not 1HVAC equipment meet efficacy $.: Not Observable ° land air flow limits per Table < ❑Not Applicable R403.6.1. 403:2"• Hot water boilers supplying heat ." . ' .: '❑Complies [FI26]2 ' !through one-or two-pipe heating I ❑Does Not 'systems have outdoor setback ;control to lower boiler water _ ❑Not Observable ; ,temperature based on outdoor Applicable I " . " ❑Not A licable temperature. ,.: 403:5.1".1 ;Heated water circulation systems ' . '❑Complies ; [FI28]z 'have a circulation pump.The ;r:: ❑Does Not ";system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply ❑ ';pipe. Gravity and thermos- i Not Applicable ; ;syphon circulation systems are 1 :not present. Controls for 'circulating hot water system i pumas start the pump with signal 3 for hot water demand within the loccupancy. Controls i .:automatically turn off the pump :when water is in circulation loop i is at set-point temperature and !no demand for hot water exists. 403.:5,1:2 ";Electric heat trace systems ❑Complies ; i ! i ❑Does Not 171291" : comply with IEEE 515.1 or UL '515. Controls automatically ". $ ❑Not Observable ; adjust the energy input to the # heat tracing to maintain the ' }❑Not Applicable desired water temperature in the piping. :: 403:5.2 ;Demand recirculation water }❑Complies [F13,0]?.;;, systems have controls that 4.: ❑Does Not manage operation of the pump € i": " `` '❑Not Observable and limit the temperature of the !water entering the cold water ;❑Not Applicable ;piping to <= 104°F, 403.5.4 ;Drain water heat recovery units `" " :;;'l❑Complies [EI311z .tested in accordance with CSA ❑Does Not B55.1. Potable water-side ;pressure loss of drain water heat 3❑Not Observable ' :recovery units < 3 psi for Y❑Not Applicable ; individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to ; :three or more showers. 404.1 {9o%or more of permanent ❑Complies ; [FI6]1 !fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404a.1 ;Fuel gas lighting systems have f J ' ❑Complies :[F123]3 !no continuous pilot light. :;" " J❑Does Not ❑Not Observable ; ❑Not Applicable 461:3-. !Compliance-certificate posted. ' 4'_ ❑Complies 1[FI7]2 : ❑Does Not ( " ❑Not Observable ❑Not Applicable ; 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3" Low Impact(Tier 3) Project Title: DELORENZO Report date: 12/22/21 Data filename: Page 8 of 9 Section plans Verified' Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 ;Manufacturer manuals for ;w ❑Complies f01118]1 . !mechanical and water heating ❑Does Not systems have been provided. ! ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: DELORENZO Report date: 12/22/21 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Above-Grade Wall 17.50 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor S'HGC,, Window 0.28 0.28 Door Cooling,Heating & - Heating System: Cooling System: Water Heater: Name• Date: Comments .., CLIMATIC AND GEOGRAPHIC DESIGN GRITERIA TABLE 8301.20) WIND DESIGN SUBJECT TO DAMAGE _ FROM GROUND SPEED d TOPOG SPECIAL WIND 5=1SMIG 1VR,dHffEC'f S SNOW (MPH) RAPHIG WIND BORN CESIGN TODD O'CONNELL WEATHERING FR05T LINE TERMITE WINTER ICE FLOOD AIR MEAN j A R C H I T E C T F.C. LOAD EFFECTS REGION I DEBRIS CATEGORY q DEPTH Iz DESIGN BARRIER HAZARDS O FREEZING ANNUAL t, k ZONE m f TEMP 2 REQUIRED b INDEX I TEMP J 130w1t NO NO I MILE B BOF 3 FT MOD TO FEMA TODD O CONNELL, AIA SEVERE BFG HEAVY 15 YES FOOD 1500 OR 55.4 FROM — MAP LESS 1200 Veterans Memorial Highway COAST PANE # Suite 120 Hauppauge,NY 11788 MANUEL J DESIGN GRITERIA n P(631)650-6666 ELEVATION LATITUDE WINTER SUMMER ALTITUDE CORRECTION INDOOR DESIGN DESIGN TEMPERATURE HIGH TEMPERATURE F(631)650-6667 HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENCE C(516)658-0325 ------ ------ ------ ------ ------ ZON I NC INFORMATION .. ... .m .. COOLING WIND WIND COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY TONN OF SOUTHOLD TEMPERATURE VELOCITY VELOCITY NET BULB SECTION: 104 BLOCK: 05 LOT(5): 21.1 DIFFERENCE HEATING COOLING ------ ------ ------ ------ ------ ------ ------ ZONE: R-40 REQUIRED EX15TINO PROPOSED LOT AREA 40,000 50.FT. 51,610 50.FT. NO CHANGE LOT WIDTH 150 FT. 15clbb FT. NO CHANGE TO THE BEST OF MY 4:NOWLEDGE, BELIEF AND FRONT YARD 50 FT. ab.b FT. NO CHANGE PROFESSIONAL JUDGEMENT, THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE REAR YARD (EDGE OF N/A 65' FT. NO CHANGE WITH THE FOLLOWING: WETLANDS) 202REAR YARD (EDGE OF0 RESIDENTIAL CODE OF NEW YORK STATE PROPERTY LINE) 50 FT. 231.23' FT. NO CHANGE PUBLICATION NOVEMBER 201a 51DE YARD (MIN) 15 FT. 33.5 FT. NO CHANGE 2020 RESIDENTIAL CODE OF NEW YORK STATE 51DE YARD (ACG) 35 FT. 68.1 FT. NO CHANGE CHAPTERS 12-23 FOR MECHANICAL SYSTEMS BUILDING HEIGHT 35 FT./2.5 STY. 25.4a FT 32.02 FT ((� LOT COVERAGE 20 % 6.5 % NO CHANGE 2020 RESIDENTIAL CODE OF NEW YORK STATE N CHAPTERS 24 FOR FUEL 4 GAS SYSTEMS 2020 RESIDENTIAL CODE OF NEW YORK STATE Z # CHAPTERS 25-33 FOR PLUMBING 5Y57EM5y 2020 RESIDENTIAL CODE OF NEW YORK STATE LOVBLDC. CAL 05 z �, CHAPTERS 34-42 FOR ELECTRICAL SYSTEMS p z 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE ZONE: R-40 SQ. FOOTAGE AS ADOPTED WITH THE 2018 IECG LOT AREA 51,613.2 5017. m -7 THE PROJECT COMPLIANCE METHOD CHOSEN 15 TOTAL o o UA-ALTERNATIVE AND A RE50HECK HAS BEEN SUBMITTED �,O DWELLING 2,O82.8 SQ.FT. w WITH THESE DRAWINGS. TH REAR DECK 642.8 SQ.FT. v o o-J- lx r-w FRONT PORTICO c1cl SQ.FT, z x W z o o 010 Zmo w SIDE DECK Q2.1 5Q.FT. z w°p u ozO�YJVw I DETACHED GARAGE 431.6 50.FT. W LLI�x�zI�3�z W 0 wx3�x oowo 2 TOTAL 3,362.ct 50.FT. T}4 D;z o m F 0 0 6.5 30 NwwO~�4)g3m °�a>�NONNi�w ETOO KfF �U I,-w—wwaQ ljo y- uN gv06LOL I'oo z w oQ=p Qw } , ♦ N bcf� 23' S0" E — — — — — — WARREN I�NWoiF,DRIGKON - - - - -Z---- _ _PE - - - - - - - - - - - - - - - - T15—M�/ E ♦ J ��/Y' sas EXISTING / ,IQ� Ftp DK ;r COW- v ♦ X cuRB !Rq W W WOOD KALK x e .BIAN IR WOOD 26b / et BL.OGK CURB BRICK PLAT. OL 0 EXIST I~AROUND KALK =Y / m O Q P4000 D GONG.CURB -0 ----- 42-07 M�� U- A.G.UNIT I EXIS. ' 20 STORY TORY > I ABOVE OARA6E ry 0ENERATOR TANK CAP O lfl � Z I � PROPOSED ►� � O I SECOND / ___ a.a FLOOR U ♦ ADDITION. / n n-TIDAL , - s u� / N ry Q JQ 1 4 2 STORY PROP05ED / N FRAME HOUSE 8 _ PORTICO ♦ GARAGE / 4� EXIST. / — V4000N > LU 71-01 ' 32':'3° 67 ry/ A.C.UNIT / V 7 // n q 96 4O 0 IL ily 1� p� ��LT 0� (—� Q— I IL- - - - POUND PIPe BLOCKICUURB "�+"WY ♦ U� } V t(, ` Z VJ S (0 0 23' 50" W - - - - - - --- - - - - - --e-- - - - - - - - - - - - - - - -=Eli � Ln U, V Z / 406.86' kid, / LU WOOF/ KERENDI DOREr 0 — , WILLIAM S.MIDBLL'Y.1R T / / � Q 1.1-1 < � O' NYSDEC O O APPROVED AS PER TERMS CIL oI AND CONDITIONS OF z N' PERM IT NO.1-4738-00562100004fp- p DATE: 1(111202- 0 PLOT PLAN ° z Z . cv N z tu SCALE: 1" = 20'-0" ' W p N z_ Q v SURVEY OF PROPERTY SITUATE CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK w� S.C. TALC No. 1000- 104-05-21 . 1 3 SCALE 1 "=20' ��g a�, FDPpEI OCTOBER 6, 1997 p °d OCTOBER 4, 2016 UPDATE SURVEY 00 a OCTOBER 24, 2016 REVISED PROPOSED ADDITIONS AREA = 51 ,610 sq. ft. (TO TIE LINE) 1 .181 CIC. I UPLAND AREA = 29,290 sq. ft. N. WELL a • �:N I CERTIFIED TO: OVERHEAD WIRES Z– — — �� : a °:a ANTHONY DELORENZO uT V 2A � GPRP E � • a. JP — _ _ 5e. °. >. a F KoN g88,' 263 0/N gIC 2 DNo. : CURB I N It J C D N_ �' R N BELGV N BLOCK �PQ °: a G ° N I+L ° a Q ' e :° ' . q Ag �• 15 p _.°� �y a X000 '.° 'a 1%° 11MfR ' g:°\ a. . •°O��/ 'a ° ., per. LOT COVERAGE OF TOWN DRNEWAY w0p0'(\E °' ° :• a' W o. . ASPHALT BUILDABLE LAND (29,290 sq. ft.) DESCRIPTION AREA % LOT COVERAGE ° w 1 w HOUSE 2,085 sq. ft. 7.1 ° N ° a.' ON° GOND. A a O . a N9 JV�... , ^ GK GVRB ° NG ppR UN\t a 3 Q ° . °�G\PN B\0 GO ° I w o a GARAGE 430 sq. ft. 1.5% 1,11 gE ��Q II Yy�°�� a o o DECKS & STEPS SQUARE 01=1 h23 I w ` (INCLUDING THE PORTIONS OF THE 860 sq. ft. 2.9/ po ° EXISTING DECK BEING SQUARED OFF EXISTING OEGK i G "a OUNo 65' — — �-� a ' ° �<^ ' ° TOTAL :3 3,375 sq. ft. 11.5% 65'EXIST.DECK ° ►'���, rr Iw ° -DRAIN GRATE. t I1 GRATE O 94 a' ° EI\5\EGK �o oc, III � ��:�::�;�;; .c •N a• . n ?.. P�zO Q�� C) w f 9 o° > �¢ EyJEPs I O *000 �S OP.p�\�� °. ° a. °.: o. ASPHALT DRIVEWAY a' ° a. �fGR� (GK _ a e e 11 1 Ii SQ�� D�GN N 000023 a .a .a96;6__ t' FENCE qN za CX\�EGK O \ B•. - -- — — W o e 1I a11, FOOD ° a' _` w °. a YIPS o v� 0P O YIODD p i- \ a . '° G�ELO �W Z �� 9 OFF \ N \ 06 86 Z N 11 ' ' cUP pEGK \ a ; ' 1 Q 11l li N \ Xl0 D DOCK Z o IL \ 25186 Z O n 111 O _ o � W'5\.Wps tM'EPDDW) N SIOPE m =1 u N/°/ of z i,, 1 ENDI m a Z O 1 II 1� x Ii FDp PE ;U ` 11 � IL O Z O80 1 W I.i l 1, AIL n Z O Z i� m all, ]III_ 1 1 v _ CM I,II, r Ln � ib ,513 il 9'25 9 S 6 Jg' N/ 1 GLEY, I>> WILLIAM S FDPPE PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. �30� N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION TI ADDITION Nathan Taft Corwin iii TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631)727-1727 TUTION, CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 36-199 KI, OLIMATIO AND 0E05RAPH10 DESIGN CRITERIA TA E3LE R301.20) SUB WIND 1DE516N JECT TO DAMAGE t` r FROM 1 n ?5123 &ROUND SPEED d TOP06 SPECIAL WIND SEISMIC SNOW (MPH) RAPHIC WIND BORN DESIGN WEATHERING FROST LINE TERMITE WINTER ICE FLOOD AIR MEAN LOAD EFFEGT5 REGION I DEBRIS CATEGORY a DEPTH t2 DE-516N BARRIER HAZARDS q FREEZING ANNUAL �• �• TODD O'CONNELL " �• A R C H I T E C T P.C. k ZONE m f TEMP a h REQUIRED INDEX TEMP J Q I Ow t N2 N2 I MILE B BOF 5 FT OD O FEMA TODD O'CONNELL, AIA FROM 1200 Veterans Memorial Highway RE BF6 HEAVY 15 YES FLOOD 1500 OR 55.4 COAST PPA►EL# Suite 120 Hauppauge,NY 11788 MANUEL J DESIGN CRITERIA " P(631)650-6666 ELEVATION LATITUDE WINTER SUMMER ALTITUDE CORRECTION INDOOR DF-516N ME516N TEMPERATURE HIGH TEMPERATURE 631) 650-6667 �I HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENCE C(516)658-0325 Z01�I�� I I ��ORM�T I�� ------ ------ ------ ------ ------ ------ ------ TONN OF SOUTHOLD ,{I�afS+,!.if* COOLING WIND WIND COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY TEMPERATURE VELOCITY VELOCITY WET BULB GTO 04 BLOCK: 05 LOT(5): 21.1 DIFFERENCE HEATING GOOLI N6 ------ ZONE: R-40 REQUIRED EXISTING PROPOSED LOT AREA 40,000 50.17T. 51,610 5Q.FT, NO CHANGE 17 TO THE BEST OF MY KNOWLEDGE, BEL I EF AND LOT WIDTH 150 FT. 13x.68 FT. NO CHANGE PROFESSIONAL JUDGEMENT, THESE PLANS FRONT YARD 50 FT. ab.b FT. NO CHANGE I AND/OR SPECIFICATIONS ARE IN COMPLIANCE REAR YARD (EDGE OF WITH THE FOLLOWING: WETLANDS) N/A 65' FT. NO CHANGE REAR YARD (EDGE OF 020 RESIDENTIAL CODE OF NEW YORK STATE PUBLICATION NOVEMBER 2011 PROPERTY LINE) 50 FT. 231.23' FT. NO CHANGE 2 SIDE YARD (MIN) 15 FT. 55.5 FT. NO CHANGE 2020 RESIDENTIAL BODE OF NEW YORK STATE SIDE YARD (ACG) 55 FT. 65.1 FT. NO CHANGE CHAPTERS 12-25 FOR MECHANICAL SYSTEMS BUILDING HEIGHT 35 FT./2.5 STY. 25.4a FT 52.02 FT m 2020 RESIDENTIAL CODE OF NEW YORK STATE LOT GOVERACE 20 % 6.5 5' NO CHANCE CHAPTERS 24 FOR FUEL $ GAS 5Y5TEM5 1- N O z 2020 RESIDENTIAL (ODE OF NEW YORK STATE # CHAPTERS 25-55 FOR PLUMBING SYSTEMS 2020 RESIDENTIAL LODE OF NEW YORK STATE LOT/BLDC. OALOS CHAPTERS 54-42 FOR ELECTRICAL SYSTEMS 13 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE ZONE: R-40 SQ. FOOTAGE 10 Z J. AS ADOPTED WITH THE 2015 IECG OT AREA 51,613.2 SQ.FT. THE PROJECT COMPLIANCE METHOD CHOSEN 15 TOTAL UA-ALTERNATIVE AND A RESCHE(K HAS BEEN SUBMITTED DWELLING 2,052.5 SQ.FT. WITH THESE DRAWINGS. �� $ REAR DECK 642.5 50.17T. o P o FRONT PORTICO qq SQ.FT. SIDE DECKSQ.FT. th o -0 ff 10u x2.1 ��" o V 431.6 SQ.FT. �M DETACHED GARAGE Q- y- �z 0 TOTAL 5,562A 50.17T. m v 6.5 Y BOVON� 7- <F28 o} oQ �<a5 43 WOMP)M x �In o HUY ��oz HWITH k / wow, ♦ X 7/N N 6a° 23' 50" E } ♦ WARREN r�l¢ICKON v v v - - - - --- ----------- --- - ---w-- - --- - - - - - --- ------- ------ --- 4 Folnm PIPE — — —��—��—�.— —��—��—��— —�.��..�— W 17 m♦ EXISTING ! cn < FLONSHOOD POCK � � �p GARAGE FRAME ;t ♦ � 0 L� F- / W W In ♦ / WOOD WALK FBEL&AN BRICK PSDLAT. �''�- / O DL T / / r--,-- - EXIST.WRAP I.Rd1Pm ru�LK GONG.CURB DRlvo�+Y ( 1n O Qi 6 -11 IS)W70D DECK a W o o-. I IL IL /-AZ.UNIT - 0 I ♦ O / I exlsT. 210 5?ORY 9ALCONr IST > In AABOVEj �6A LTO' TAAW.G� } / ' r SECOND / tL v z FLOOR m N U ♦ ADDITION. 4 / MEADOW g WALK �� r ry \ 4 J / 12 5TORY PROPOSED FRAME HOUSE _ PORTICO / Qi EX15T. GARAGE D / } 11IT / ^ () v l t ? '00 .6 o�m < 111 -1`(1 tL BLOCK CURBAY ,^ POUND PIPE ♦ � S 6 T° 25' 50" W - - - - - - —-—- / 406.86' 1(i ♦ — l� lu / wo,ri KCRENDIDIM O / / WILLIAM 5 MI&LEY JR. of 0 O� X �j O 2, 0 PLOT PLAN! j I " 'S Z I N SCALE: 1" = 20'-0" j 0 N .. z Ii l Qk < O Q 0 Q 0 01110 A ret ` r Ii'C H i,t;l 'C�r s" r TODD O'CONNEILL ! ARCHITECT P.C. TODD O'CONNELL, AIA CLEAN SAND SHOULDER 1200 Veterans Memorial Highway AREA. TYPICAL EXISTING ASPHALTFLOW „ C' C. Hauppauge,NY 11788 t0 C ROAD SURFACE. � �-� 1$r-Q Mme. Suite 120 GRADE �/� :• '... . . v P(631)650-6666 1111 -W=11 �; IF 650-6667 ":;'; ;:.;:•t;..;:.-.'• �� GRADE u. m C(516)658-0325 -------- Q ( ) IIIII—: O ULLJ. 77 z LU I— i:f frf wJ f �'C•Iilid(a .ff (i I, f -� _ ° Q q�Q� 00 qd°° D 0o CLEAN GRAVEL FILL. W � �� � / j� �, � � .•'. �: .�.. .� ZIn r 3 0 0 o q f f 6"MIN. Q O Q Q p ° °Q FILTER CLOTH °°o D ° ° °o 00 SLOPE 4" VERTICAL f D D O D o 0 _ UNEXCAVATED SOIL o _ FACE � O 3 a Oo 4°° o I I �O � � � — ' of D ap ° o 0 0 =11111 11 r. o VIEW BEDDING DETAIL PERSPECTIVE , �- -- 8"THICK PRECAST FRENCH DRAIN DETAIL CONCRETE TRAFFIC ANGLE FIRST STAKE TOWARD ® —� �' LN EXISTING GRASS L 36" MINIMUM 2 x 2 BEARING SLAB. Scale: NTS � � SWALE AREA PREVIOUSLY LAID BALE. �' �=' FENCE POST GRASS SHOULDER ���-� \ � f AREA. TYPICAL CAST IRON INLET GRATE&FRAME GRADE — GRADE FLOWL ���f L f f� n WOVEN WIRE FENCE n z (6 x 6 - 10110 WWF) 71111 111--_ FILTER CLOTH 04 c O 0 E2 M M E3 Ef� Rey, Wn ffli I� ® ® ® ® ® CLEAN SAND&IN stop BOUND HAY BALES EMBED FILTER CLOTH VR�Dc � COOQa ®® ® ® ® GRAVEL. ��—� �i �� V j Z U w O�m m -� _------ PLACED ON CONTOUR MIN. 6 INTO GROUND a 8'DIAMETER x 8'DEEP ��� Z O� ®® ® ® LEACHING RING. PRECAST RETE \ /� # _ z V n 4„ o Y ® ® ® = Z_ 2 RE-BARS: STEEL PICKETS OR to �}Q�an� �P�' ® ® ® 2” x 2" STAKES 1.5' to 2' IN GROUND. NOTE: ®® IIIII— DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA tuck =�I HAY BALES. 1/2 ACRE / 100 LINEAR FEET < LI111—IIIII Oo CLEAN SAND&GRAVEL -1 v N Q 0.D 4 ANCHORING DETAIL o a iv GROUND ►- < R �E'O } WATER SECTION DETAIL, � oz m 2'-0"Min. 8'-0"Dia. 2'-0"Min. STRAW BALE DIKE DETAILS Typical Section LeachingPools SILT FENCE DETAILS s Q GRASS SWALE DETAIL Scale: NTS SCALE: NTS v V J 50' MIN. 4 W � O B I_1T SUFFICIENT TO KEEP SEDIMENT ON SITE m < � N W HAY BAIL AND/OR SILT FENCING O a ~ O O Q O QC 6 o tL tL. _O v W _..I 4 0 Li } z o O N sV f� Q W W z W L 0 z O O O 4 IL QC a QIL c w N N — '•} W O O N N N G c 0 � r o - N D - = O d' t I:. O ` CONSTRUCTION ENTRANCE - FOUNDATION OF COM ACTED 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C•A. FILL TO18" (Min.) ABOVE EXISTING GRADE FOR DRA NAGE to lu 1z }to PLAN VIEW 1L z � �� LU 17-O �tu i Q � EXISTING GRADE Q R O A D < CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED tu -y= HAY BAIL AND/OR I 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. -�- SILT FENCING FILL T018" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. OL O O OZ CROSS SECTION lu 'd- K OL171 tu Q 0 Q TEMPORARY CONSTRUCTION ENTRANCE ° N z I W I Q z SCALE: NTS t7 tU _ p d 0 I a 'ti GENERAL NOTES DEMOLITION NOTES: I. REMOVE PARTITIONS SHOWN TO BE :A ri c H'i't c"i s I. CARBON MONOXIDE ALARMS AND CARBON REMOVED AS NOTED ON DW05.- SHORE AS ;,TODD O'CONNELL A MONOXIDE DETECTORS SHALL BE INSTALLED REG2'D AT LOAD BEARING PARTITIONS 1 RCHITECT P.C. IN BUILDINGS AS REQUIRED IN ACCORDANCE ' WITH SECTION 0115.2 OF 2020 NY5FC 2. CONTRACTOR SHALL BE CAREFUL AS TO TODD O'CONNELL, AIA (CARBON MONOXIDE DETECTION SYSTEMS) NOT DAMAGE EXISTING CONSTRUCTION THAT 1200 Veterans Memorial Highway FOR RESIDENTIAL BUILDIN65 . INTER-WIRED REMAIN AND SHALL REPAIR ANY OF THESE suite 120 — _ FIRE/SMOKE AND CARBON MONOXIDE DAMAGES AS REQUIRED. Hauppauge,NY 11788 �- ---�- - - - ---�— — — — — — -6X6 AGQ-W -OOD POST - - - - - - - -'� DETECTORS WITH BATTERY BACKUP AS PER PA 72 AND 2020 NEW YORK STATE 3, CONTRACTOR SHALL RE-ROUTE, RELOCATE OR P(631)650-6666 i (T1'P) (5) 2x12 WD. BEAM �— — — — — — — (5) 2x12 WD. BEAM NF RESIDENTIAL GODS SEG. 8314 AND REMOVE (A5 REQ'D) ALL EXISTING ELECTRICAL, F(631)650-6667 c8315 — — — — — K/POURED oNC. (Trp) SHALL BE INSTALLED IN DWELLING 8315 PLUMBING AND HEATING LINES THAT INTERFERE C(516)658-0325 OUTSIDE OF EACH SEPARATE SLEEPING WITH NEW CONSTRUCTION. — � �+,�t!; lj:r...f w.ft;(ai — — — — — AREA IN THE VICINITY OF THE BEDROOMS. 6erc;,, ,rrf i;,ar,; ,, T. — — — — I WHERE A FUEL-BURNING APPLIANCE 15 2x10 DEGiG ® ® LOCATED WITHIN A BEDROOM OR ITS JO I ST5 ATTACHED BATHROOM, CARBON MONOXIDE DETECTION SHALL BE INSTALLED WITHIN THE 16110.0. I BEDROOM. 2. ALL ELECTRIC, WORK SHALL BE PERFORMED IN STRICT ACCORDANCE — — — — — — — 2x10 LEDGER - - - - - - - - - -_ _ WITH THE LATEST EDITION OF THE N.E.G. STAIRS GUARD NOTE: ® 4. ALL CONDITIONS AND DIMENSIONS (TO COMPLY WITH 2020 R.G. OF NYS R311$R312) TO BE VERIFIED IN FIELD BY THE -STAIRWAYS SHALL NOT BE LE55 THAN 36" GENERAL CONTRACTOR AND REPORT IN CLEAR WIDTH ABOVE THE PERMITTED ANY DISCREPANCIES TO ARCHITECT fQ I CQ� CD HANDRAIL HE i GHT AND BELOW THE REQUIRED PRIOR TO START OR CONTINUATION HEADROOM HEIGHT F- I OF WORK N I N N -MINI MUM HEADROOM HEIGHT TO BE (b m XIUA tu lu LIILI I I 5. NO 6ALV. NAILS OR CONNECTORS IN -MAX RISER SHALL NOT EXCEED SY4" 1�— Cp Ma ACG. LUMBER ARE PERMITTED. ALL -MIN TREAD SHALL NOT BE LESS THAN q" N I I I I CONNECTORS AND FASTENERS FOR ACO -STAIR PROFILE: NOSIN05 SHALL NOT BE x I\0 (V kD ry I LUMBER MUST BE STAINLESS STEEL OR LESS THAN 5/4" NOR MORE THAN 4" v HOT DIPPED GALVANIZED 6-155. -HANDRAILS SHALL BE PROVIDED ON AT IY� f(1 LEAST ONE 51DE OF EACH STAIRWAY 2x10 1=.J. 6. AS PER 2020 NY5RC SEG. 8310 TWO OR MORE RISERS. TOP OF HANDR�1 L p EACH HABITABLE ROOM SHALL HAVE SHALL NOT BE LF-55 THAN 34" AND NOT v z AT LEAST ONE OPERABLE WINDOW MORE THAN 55". ALL REQUIRED HAND RA I L5 FOR EMERGENGY EGRESS WITH A SHALL BECONTINUOUS HE FULL LENCHT ~ F MINIMUM CLEAR OPENING OF 5.7 5Q. TO To FT. (GRADE FLOOR OPENINGS SHALL OF THE STAIRS FROM DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT ��o& � fo 0 UNFINISHED � I HAVE A MINIMUM CLEAR OPENING OF � l� BASEMENT 5.0 50. FT.). THE MIN. HT. OF DIRECTLY ABOVE THE LOWEST R15ER OF THE �o�� _flF 7¢BELOW JOIST OPENIN55 TO BE 24" AND MINIMUM FLIGHT. ENDS SHALL BE RETURNED OR SHALL ��°��s Q��� M W D H O BE 20 AND THE BOTTOM TERMINATE IN NEWEL POSTS OR SAFETY u - OF OPENING 5 NO HIGHER THAN 3'-8" TERMINALS. HANDRA I L5 ADJACENT TO A WALL ~ g o o w A.F.F. SHALL HAVE A SPACE OF NOT LESS THAN I:/2 a z ir � 'I. ALL WBETWEEN THE WALL AND THE HANDRAIL. WOOD POSTS SHALL BE BUILT HANDRAILS SHALL NOT PROJECT MORE THAN ' z v a �F O — — UP WITH (2) 2X4'5 NAILED TOGETHER W/ 4Y2" ON EITHER SIDE OF THE STAIRWAY. o IOd NAILS ® 8" O.G. UNLESS OTHERWISE 4Y;?" ARE REGUIRED FOR ANY a NOTED SURFACE 30" ABOVE FLOOR OR GRADE. ° w8 ~ 8. ALL FRAMI NO SHALL COMPLY WI TH -GUARDS/RA IL I NGS SHALL NOT HAVE A GAP THE NEW YORK STATE RESIDENTIAL OF PASSAGE OF MORE THAN 4" Q CODE 0UR o R''q R O Q. ALL EXTERIOR PORCH/DECK/ y, < Z a] STAIR FRAMING TO BE AGQ o 700 �A LUMBER-U.O.N. 10. ALL ELECTRIC TO REMAIN AND MODIFIED TO ACCOMMODATE NEW GARAGE SLAB CONSTRUCTION. FINAL ELECTRIC TO BE DETERMINE IN THE FIELD v U 11. ALL ANCHORS, STRAPPING AND _j CONNECTORS AND HARDWARE TO BE 4 w 51MP50N 5TRON6 TIE OR AN APPROVED MANUFACTURE AND TO BE INSTALLED AS PER MANUFACTURE WRITTEN m INSTRUCTIONS- UNLESS OTHERWISE NOTED p Q A A 12. ALL ENGINEERED LUMBER TO BE p 0 � 13 GLADDED AND SEAL AS REQUIRED TO PROTECT AGAINST THE 0 Q WEATHER ENVIRONMENT N lL z IL O O 14" 50NOTUBE MINIMUM 36" IU K 4 v Q } BELOW GRADE. LU 24"x24"XI2" POURED CONCRETE < O ZO FOOTING (3,500 PSI MIN) TO REST 8402.2 CONCRETE N ON UNDISTURBED VIRGI IN 501L (3' CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF FI c N DEEP MIN ); W/(2) 04 REBAR, AS SHOWN ON TABLE R402.2 CONCRETE SUBJECT TO MODERATE OR SEVERE r WEATHERING AS INDICATED IN TABLE R301.2(I) SHALL BE AIR ENTRAINED AS m N D SPECIFIED IN TABLE R402.2 THE MAXIMUM WEIGHT OF FLY ASH, OTHER O POZZOLANS, SILICA FUME, SLAG OR BLENDED CEMENTS THAT IS INCLUDED IN CONCRETE MIXTURES FOR GARAGE FLOOR SLABS AND FOR EXTERIOR PORCHES, _ m N _ > CARPORT SLABS AND STEPS THAT WILL BE EXPOSED TO DEICING CHEMICALS w� SHALL NOT EXCEED THE PERCENTAGES OF THE TOTAL WEIGHT OF CEMENTITIOU5 MATERIALS SPECIFIED IN SECTION 1x.3.3.4 OF AGI 318. MATERIALS USED TO PRODUCE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE APPLICABLE STANDARDS LISTED IN CHAPTERS 19 AND 20 OF AGI 318 OR AGI LU tu 332. �Q it 11 MINIMUM SPECIFIED COMPRESSIVEV �j 5TRENOTHQ (F�c, lu m TYPE ORI O A WEATHERING POTENTIALb IL C— Fc�U1�117AT101�1 FLOOR FLANL G TON OF CONCRETE CONSTRUCTION I'-O" NEGLIGIBLE MODERATE SEVERE � V SCALE: I/4" = Z BASEMENT WALLS, FOUNDATION AND OTHER 2,500 2,500 2,500` Q � �Z CONCRETE NOT EXPOSED TO THE WEATHER (v BASEMENT 5LA55 AND INTERIOR SLABS ON ^ O _j GRADE, EXCEPT 6ARAOE FLOOR SLABS. 2,500 21500 2,500` WALL KEY !J BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR — — = EX15T TO BE REMOVED N I V WALL5 AND OTHER VERTICAL CONCRETE 2,500 3,000" 3,000" Z �_O WORK EXPOSED TO THE WQ WEATHER EXIST TO REMAIN PORCHES, CARPORT SLABS AND STEPS EXPOSED l1�t TO THE WEATHER, AND 6ARAOE FLOOR 2,500 3 p00"6't 3 500"°� NEW WOOD FRAME GNST 115 i 5LA55 NEW POURED CONCRETE O O 4"x4" P05T UNLE55 OTHERWI5E FOR 51: 1 POUND PER SQUARE INCH=6.8x5 kPa 0 NOTED a. STRENGTH AT 28 DAYS N -t z b. SEE TABLE 8301.20) FOR WEATHERIN6 POTENTIAL E HOLD DOWV N AS NOTED c. CONCRETE IN THESE LOCATIONS THAT 15 SUBJECT TO FREEZING AND THAWING DURING OL Q CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE cl. HARD WIRED SMOKE cl. CONCRETE SHALL BE AIR-ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF O DETECTOR W/ BATTERY CONCRETE) SHALL BE NOT LESS THAN 5 PERCENT OF MORE THAN 7 PERCENT. BACK-UP m Q e. SEE SECTION 402.2 FOR MAXIMUM GEMENTITIOU5 MATERIALS CONTENT. ® 50 GFM FAN TO EXTERIOR N UJ F. FOR 6ARA6E FLOORS WITH A STEEL-TROWELED FINISH, REDUCTION OF THE TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) TO NOT LESS THAN 3 PERCENT 15 PERMITTED IF Q HARD WIRED CARBON MONOXIDE O O THE SPECIFIED COMPRESSIVE STRENGTH OF THE CONCRETE 15 INCREASED TO NOT LESS THAN N DETECTOR W/ BATTERY B/�GK-UP N N Z MIN 12" A.F.F. AS PER N 4p00 P51. 2020 RESIDENTIAL CODE OF NY5 Q N .. z SIE DENOTES E&RES5 WINDOW t lu K O p 0 i GENERAL NOTES DEMOLITION NOTES: I. REMOVE PARTITIONS SHOWN TO BE A c H I T c r s I. CARBON MONOXIDE ALARMS AND CARBON REMOVED AS NOTED ON DWGS.- SHORE AS TODD O'CONNELL MONOXIDE DETECTORS SHALL BE INSTALLED REQ'D AT LOAD BEARING PARTITIONS RCH C H ITECT P.C. IN BUILDINGS AS REQUIRED IN ACCORDANCE WITH SECTION 0115.2 OF 2020 NY5FC 2. CONTRACTOR SHALL BE CAREFUL AS TO TODD O'CO N N E LL, A I A EXIST WOOD (CARBON MONOXIDE DETECTION SYSTEMS) NOT DAMAGE EXISTING CONSTRUCTION THAT 1200 Veterans Memorial Highway — FOR RE51DENTIAL BUILDINGS . INTER-WIRED REMAIN AND SHALL REPAIR ANY OF THESE suite 120 BALCONY ABOVE FIRE/SMOKE AND CARBON MONOXIDE DAMAGES AS REQUIRED. Hauppauge,NY 11788 NDETE 1 OAND 2020NITH BATTERY YORK TATEBACKUP S PER 5. CONTRACTOR SHALL RE-ROUTE, RELOCATE OR P(631)650-6666 RESIDENTIAL CODE SEG. R514 AND R515 REMOVE (A5 REOV) ALL EXISTING ELECTRICAL, F(631) 650-6667 SHALL BE INSTALLED IN DWELLING UNITS PLUMBING AND HEATING LINES THAT INTERFERE C(516)658-0325 OUTSIDE OF EACH SEPARATE SLEEPING WITH NEW CONSTRUCTION. AREA IN THE VICINITY OF THE BEDROOMS. COVERED I WHERE AFUEL-BURNING APPLIANCE IS LOCATED WITHIN A BEDROOM OR ITS EX15T WOOD OUTDOOR ATTACHED BATHROOM, CARBON MONOXIDE DECK I SITTING I DETECTION SHALL BE INSTALLED WITHIN THE BEDROOM. 2. ALL ELECTRIC, WORK SHALL BE OPERFORMED IN STRICT ACCORDANCE EXIST. EXIST. EXIST. WITH THE LATEST EDITION OF THE N.E.G. STAIRS a GUARD NOTE: 4. ALL CONDITIONS AND DIMENSIONS (TO GOMPLY WITH 2020 R.G. OF NYS RBI 1 �RB12) �-- TO BE VERIFIED IN FIELD BY THE -STAIRWAYS SHALL NOT BE LESS THAN 316" ti ILI) GENERAL CONTRACTOR AND REPORT IN CLEAR WIDTH ABOVE THE PERMITTED LU w W ANY DISCREPANCIES TO ARCHITECT HANDRAIL HEIGHT AND BELOW THE REQUIRED PRIOR TO START OR CONTINUATION HEADROOM HEIGHT OF WORK -MINIMUM HEADROOM HEIGHT TO BE (b m 5. NO GALV. NAILS OR CONNECTORS IN -MAX RISER SHALL NOT EXCEED 5Y4" N ACQ. LUMBER ARE PERMITTED. ALL -MIN TREAD SHALL NOT BE LESS THAN Cl" DINING ROOM K I TGHEN CONNECTORS AND FASTENERS FOR ACQ -STAIR PROFILE: NOS I NGS SHALL NOT BE -iu G.H. -112 G.H. LUMBER MUST BE STAINLESS STEEL OR LESS THAN 5/4" NOR MORE THAN IV4" z v SITTING AREA HOT DIPPED GALVANIZED 5-155. -HANDRAILS SHALL BE PROVIDED ON AT j LEAST ONE SIDE OF EACH STAIRWAY WITH 6. AS PER 2020 NYSRC SEG. R510 TWO OR MORE RISERS. TOP OF HANDRAIL p EACH HABITABLE ROOM SHALL HAVE SHALL NOT BE LESS THAN 54" AND NOT v z AT LEAST ONE OPERABLE WINDOW „ MORE THAN 55". ALL REQUIRED HANDRAILS FOR EMERGENCY EGRESS WITH A F # � MINIMUM CLEAR OPENING OF 5.1 5Q. SHALL BE CONTINUOUS TO THE FULL LENC-BHT 1w 1 X EXIST. FT. (GRADE FLOOR OPENINGS SHALL OF THE STAIRS FROM D I REGTLY ABOVE THE o o LU HAVE A MINIMUM CLEAR O PENING OFTOP RISER OF A FLIGHT u, HT TO A POINT I -- - - o � IL R MIN. T. OF D I REGTLY ABOVE THE LOWEST RISER OF THE o OPENINGS TO BE 24" AND MINIMUM FLIGHT. ENDS SHALL BE RETURNED ORSHALL W } EXISTING STEPS TO W 1 DTH TO BE 20" AND THE BOTTOM TERM I NATE IN NEWEL POSTS OR SAFETY REMAIN AND TO BE OF OPENINGS NO HIGHER THAN 5'-8" TERMINALS. HANDRAILS ADJACENT TO A WALL S -0 o w PROTECTED DURING w LAUND Y A.F.F. SHALL HAVE A SPACE OF NOT LESS �� O iE x��a z CONSTRUCTION. x BATHROOM '7Q G.H BETWEEN HE WALL AND THE HANDRAIL. N �2 z a w w �10 G H '7. ALL WOOD POSTS SHALL BE BUILT HANDRAILS SHALL NOT PROJECT MORE THAN }Q 3 ~ O I UP WITH (2) 2X45 NAILED TOGETHER W/ )� ��� 5 ' O IOd NAILS ® 8" O.C. 4y2 ON EITHER SIDE OF THE STAIRWAY. zF GL. X EXIST. NLE55 OTHERWISE d sh w NOTED -GUARDS/RAILINGS ARE REQUIRED FOR ANY o o m SURFACE 50" ABOVE FLOOR OR GRADE. 4 Z EXIS . 8. ALL FRAMING SHALL COMPLY WITH -GUARDS/RAILINGS SHALL NOT HAVE A GAP u0U- Q o � THE NEW YORK STATE RESIDENTIAL OF PASSAGE OF MORE THAN 4" '-`iE@- GL. — — — i i GODS u1,� EXI I J01 ST UNDER �. ALL EXTERIOR PORCH/DECK/ ' d �"u ABOVE POINT I STAIR FRAMING TO BE AGQ ►- �' z O m EXISTING STEPS TO I LOAD. z LUMBER-U.O.N. ° o N REMAIN AND TO BE PR VIDE �/8 Q X EXI5 PROTECTED DURING �PE "X" I 10. ALL ELECTRIC TO REMAIN AND w CONSTRUCTION. ( YPSUM � p I MODIFIED TO ACCOMMODATE NEW R EMOVE EXISTING I WA LBOARD " �- CONSTRUCTION. FINAL ELECTRIC TO 5KYLIOHT. PATCH ROOF 0 WALLS Z I BE DETERMINE IN THE FIELD O x AS REQUIRED. REMOVE EXIST INC 7 LU I AN CEILING. p O I U U v M SKYLIGHT. PATCH ROOF v } I d �- AS REQUIRED. y Q v II. ALL ANCHORS STRAPPING AND �w I } CONNECTORS AND HARDWARE TO BE Q to X REMOVE cj �( I ® 6X6 WD POST 51MP50N STRONG TIE OR AN APPROVED Q © W EXISTING GARAGE z _ MANUFACTURE AND TO BE INSTALLED AS < CEILING JOIST I O I Ed I N ® 4X6 WD POST PER MANUFACTURE WRITTEN ABOVE. .D x I z x ��.� INSTRUCTIONS- UNLESS OTHERWISE NOTED tu 4X4 WD POST 12. ALL ENGINEERED LUMBER TO BE p UWl A REMOVE EXISTING BAY (5 N w O I A CLAPPED AND SEAL AS REQUIRED Wv WINDO , v PORTICO I O i �3y� STEEL PIPE TO PROTECT AGAINST THE O O = Q I p I �0�COLUMN - O ar p OI = I WEATHER ENVIRONMENT X 2X8 ACG WD EXISTING I ® HOLD-DOWN 0 O O I Z 1 Q ry G.J. ® 16" O.G. E-PANEL TO O In } 6X6 WOOD POST WITH (2)2X10 AGO WD BE LOCATED. I �dLOGK SOLID UNDER 0 z DECORATIVE COLUMN _ _ _ _ �1 W WRAP AS SELECTED BY — — — — WALL ABOVE.— —— — i 4 O O O OWNER. ® '7 PHI. — — — —— — — —— — PATCH WALL AS REQUIRED TO ACCOMMODATE FOR CONCRETE STEPS AND 2 13/"xql'" ML LVL 2 13/"xq'" ML LVL m NEW SECOND FLOOR ry ry (� PLATFORM WITH STONE ADDITION. 0 r FINISHES AS SELECTED BY 0 m N ry p OWNER. O } zOW zOW PATCH WALL AS REQUIRED } } pL � p0 Op0 TO ACCOMMODATE FOR ? Ip ? M NEW 5EGOND FLOOR Q d d ADDITION. PATCH WALL AS REQUIRED Q tu TO ACCOMMODATE FOR NEW SECOND FLOOR < ADDITION. k) 1n W —m tL � � z � �� o � �✓z F I RST FLOOR PLAN Q O � < SCALE: I/4" = I'-O" WALL KEY - - - EX15T TO BE REMOVED •01 1 N I O EXIST TO REMAIN ^ „ t NEW WOOD FRAME GNST LUJ J.� NEW POURED CONCRETE O O O 0 4"x4" P05T UNLESS OTHERWISE OIU NOTED ! / ® LI "��." HOLD DOWN A5 NOTED n HARD WIRED SMOKE l� OO DETECTOR W/ BATTERY BACK-UP p ® 80 CFM FAN TO EXTERIOR ci N O m Q HARD WIRED CARBON MONOXIDE DETECTOR W/ BATTERY BACK-UP Ory ry N z V��I MIN 12" A.F.F. AS PER , ry 2020 RESIDENTIAL CODE OF NY5 Q ry z SIE DENOTES EGRE55 WINDOW # lu O p D f GENERAL NOTES DEMOLITION NOTES: , I. REMOVE PARTITIONS SHOWN TO BE �'A RCC H T T E C T Sry I. CARBON MONOXIDE ALARMS AND CARBON REMOVED AS NOTED ON DWGS.- SHORE ASTODD O'CONNELL TIONS j ARCHITECT P.C. REOV AT LOAD BEARING PARTITIONS MONOXIDE DETECTORS SHALL BE INSTALLED I IN BUILDINGS AS REQUIRED IN ACCORDANCE WITH SECTION X115.2 OF 2020 NYSFC 2. CONTRACTOR SHALL BE CAREFUL AS TO TODD O'CONNELL, AIA (CARBON MONOXIDE DETECTION SYSTEMS) NOT DAMAGE EXISTING CONSTRUCTION THAT 1200 Veterans Memorial Highway FOR RESIDENTIAL BUILDINGS . INTER-WIRED REMAIN AND SHALL REPAIR ANY OF THESE suite 120 FIRE/SMOKE AND CARBON MONOXIDE DAMAGES AS REQUIRED. Hauppauge,NY 11788 DETECTORS WITH BATTERY BACKUP AS PER 5• CONTRACTOR SHALL RE-ROUTE, RELOCATE OR P(631) 650-6666 NFPA 12 AND 2020 NEW YORK STATE REMOVE (A5 REQ'D) ALL EXISTING ELECTRICAL, F(631)650-6667 CODE SEG. 8314 AND R315 RESIDENTIAL — — ( SHALL BE INSTALLED IN DWELLINS UNITS PLUMBING AND HEATING LINES THAT INTERFERE C(516)658-0325 — — — — — OUTSIDE OF EACH SEPARATE SLEEPING WITH NEW CONSTRUCTION. AREA IN THE VICINITY OF THE BEDROOMS. — — — — — WHERE A FUEL-BURNING APPLIANCE IS EXIST WOOD — — — — — EXIST WODD I LOCATED WITHIN A BEDROOM OR ITS ATTACHED BATHROOM, CARBON MONOXIDE DECK BELOW BALCONY I DETECTION SHALL BE INSTALLED WITHIN THE BEDROOM. 2. ALL ELECTRIC WORK SHALL BE PERFORMED IN STRICT ACCORDANCE Q O I WITH THE LATEST EDITION OF THE N.E.G. STAIRS $ GUARD NOTE: EXIST. EXIST. EXIST. O 4. ALL CONDITIONS AND DIMENSIONS (TO COMPLY WITH 2020 R.G. OF NYS R51 I$R512) 1� F1O I TO BE VERIFIED IN FIELD BY THE -STAIRWAYS SHALL NOT BE LESS THAN 56" 89-wH gQ yy.H, gQ w.H. EXIST. 8Q W.H. I GENERAL CONTRACTOR AND REPORT IN CLEAR WIDTH ABOVE THE PERMITTED X ST. ANY DI50REPANGIE5 TO ARCHITECT HANDRAIL HEIGHT AND BELOW THE REQUIRED v v PRIOR TO START OR CONTINUATION BEDROOM ® BATHROOM X iu HEADROOM HEIGHT BEDROOM GL. X 7�G.H. NO CHANGE lu p I OF WORK -MINIMUM HEADROOM HEIGHT TO BE (b m 7 C H w NO CHANGE F- 11 NO CHANGE N I 5. NO GALV. NAILS OR CONNECTORS IN - �- � MASTER � ACO. LUMBER ARE PERMITTED. ALL -MAX RISER SHALL NOT EXCEED SY4 N -MIN TREAD SHALL NOT BE LESS THAN Q" rX15T� EX15T BEDROOM I CONNECTORS AND FASTENERS FOR ACG -STAIR PROFILE: NOSIN05 SHALL NOT BE 51<' SH1�li'LIOH� TO 51<4(LITO o a�w O LUMBER MUST BE STAINLESS STEEL OR LESS THAN 5/4" NOR MORE THAN l/4" Q iIZZEMAINI. PZEMA1*. ° I HOT DIPPED GALVANIZED 0-185. -HANDRAILS SHALL BE PROVIDED ON AT I I Cllo w.H. L - J L- J BATHRO 6. AS PER 2020 NY5RC SEG. R310 LEAST ONE SIDE OF EACH STAIRWAY WITH z TWO OR MORE RISERS. TOP OF HANDRAIL O } NO CHANGE � - - -- -I I EACH HABITABLE ROOM SHALL HAVE SHALL NOT BE LF-55 THAN 54" AND NOT v z AT LEAST ONE OPERABLE WINDOW MORE THAN 58". ALL REQUIRED HANDRAILS • X GL. �XIST� EXIST. i SKYLIGHT T¢ I FOR EMERGENCY EGRESS WITH A ►- W 5K$'LIGHTI TO GL REMAIN. I MINIMUM CLEAR OPENING OF 5.1 SQ. SHALL BE CONTINUOUS TO THE FULL LENCHT ,n a BELOW — FT. (GRADE FLOOR OPENINGS SHALL o o all BELow 12 w.H. �f X 121 W.H. SOFFIT EMAI L — — —— J I HAVE A M �OP RISER OFF THE SAFRO G DIR O A POI ABOVE THE z MINIMUM CLEAR OPENING OF Q 'N o --- -�-- - - - - -s - w -- - -�- - - -- - - -- w 12P-N.H. I 5.0 50. FT.). THE MIN. HT. OF DIRECTLY ABOVE THE LOWE5T RISER OF THE S- OPENINGS TO BE 24" AND MINIMUM FLIGHT. ENDS SHALL BE RETURNED OR SHALL o 0 Ir- gFo WIDTH TO BE 20 AND THE BOTTOM TERMINATE IN NEWEL POSTS OR SAFETY O EXIST. ® O N — OF OPENINGS NO HIGHER THAN 5'-8" TERMINALS. HANDRAILS ADJACENT TO A WALL th ~ X _ _ A.F.F. IVP �[ B AM w w w BETWEEN THE WALL AND TH EHANDRAIL.SHALL HAVE A SFAOE OF NT LF-55 THAN V2 — —— — — —— uxUm- 15g To RIDGE — —— — _ — _ 1. ALL WOOD POSTS SHALL BE BUILT HANDRAILS SHALL NOT PROJECT MORE THAN ' fll a ~ v GL. UP WITH (2) 2X4'5 NAILED TOGETHER W/ 41v," ON EITHER SIDE OF THE STAIRWAY. Wgry IOd NAILS 0 8 O.G. UNLESS OTHERWISE -GUARDS/RAILINGS ARE REQU IRED FOR ANY o 9 2m w B Low -� NOTED SURFACE 50" ABOVE FLOOR OR GRADE. o ~��P4 -8 5. ALL FRAMING SHALL COMPLY WITH -GUARDS/RAILINGS SHALL NOT HAVE A GAP ON p F F THE NEWn YORK STATE RESIDENTIAL OF PASSAGE OF MORE THAN 4 - LL v CODATTIC I I _ C1. ALL EXTERIOR PORCH/DECK/ y, �° Z �p ACES �_ SHOE _ STAIR FRAMI NS TO BE AGQC _Z13 L— — STORAC E � NEW EXTERIOR WALLS CONSTRUCTION -2" LUMBER-U.O.N. X X 4" WOOD STUDS ® 16" O.G. PROVIDE , S SH E SHOE STORAGE 10. ALL ELECTRIC, TO REMAIN AND o STO ACE AS DESIGNED I N R-15 AND 1/2" INTERIOR 6YP. BD. (SEE BY OTHERS. I lo'-Q" SPECIFICATION AND NOTES) AND 1/2" MODIFIED TO ACCOMMODATE NEW 6'-I" �- I EXTERIOR PLYWOOD SHEATHING, AIR BEDETERMINECONSTRUCTION. UCTIN FINAL THE FIELD TO iU REMOVE EXISTING REMOVE EXISTING, INFILTRATION BARRIER AND SIDING ASv v � SKYLIGHT. PATCH ROOF SKYLIGHT. PATCH ROOF I I I SHOWN ON ELEVATIONS. PROVIDE Y2" v m L2XIOAO C.J. ® I6 O.C. p 11. ALL ANCHORS, STRAPPING AND AS REQUIRED. AS REQUIRED. LAG BOLTED TO I I RIGID INSULATION BOARD BEHIND SIDING. � 10 ROOF RAFTERSI J CONNECTORS AND HARDWARE TO BE 4 w 1= I 51 MPSON STRONG TIE OR AN APPROVED O < z I NEW INTERIOR WALL5 MANUFACTURE AND TO BE INSTALLED AS > > CONSTRUCTION -2X6 al Q PER MANUFACTURE WRITTEN — WOOD STUDS ® I6" O.G. INSTRUCTIONS- UNLESS OTHERWISE NOTED p 8 INTERIOR GYP. BD. IL tu W ON BOTH SIDES W w Q 12. ALL ENGINEERED LUMBER TO BE N X A I I z I I ERS WALK-IN CLOSET AS a CLADDED AND SEAL AS REQUIRED O 00 1 -1 HAL : FAINTED DESIGNED BY OTHERS. _ TO PROTECT AGAINST THE O - S - I }�}I�j I I FL001,: HARDWOOD FINAL LAYOUT TO BE WEATHER ENVIRONMENT z v ( WALLS PAINTED I I I DETERMINED BY � O IL � O m HOMEOWNER AND f z ~ FLOOR: �fARDWOOD I I I 3 SUPPLIER. -� v 4 I � � Q � o ., . . ... I I I I lO LU r= I I I (2)15/4" q4" ML LVL m \®)6X6 wD POST 0 I I 4O X RO L DG R _ p ;®�4X6 ND POST m N T.G. `� (Y v� N �' % N N �� N N 1 I I I N Qi ® O 1 0 14X4 ND POST t- N d (2/13/4"x�4" ML LVL iO5 YY STEEL PIPE O N 1 STANDING METAL ROOF %,,' COLUMN #' TO BE SELECTED 6'-IOyg" b'-IOyg" b'-byg" 6'-6)/g" ■ HOLD-DOWN - m N - OVER 50# BUILDING FELT 13'-Oyq" 12'-IOJ/4" 25'-105/g" 2"X10" LEDGER CONNECT WITH " (P AND b" THROUGH BOLTS I' O.G. to LU Ir 26-551&" ADDITION OVER EXI5TING GARAGE STAG5ER TECO JOISTS TO \ tu LEDGER WITH ZING COATED OR z HOT DIPPED GALVANIZED-TYP. to ,I ' —m LL �---1 z JU O z � Cu SECOND FLOOR PLAN - �_Uu 50ALE: 1/4" = 1'-0" WALL KEY Q O < - - - EX15T TO BE REMOVED N -" vO EXIST TO REMAIN /1 Z l� L , NEW WOOD FRAME CN5T LU J «.::.:,.. NEW POURED CONCRETE O O O ® 4"x4" POST UNLE55 OTHERWISIE O 1 IU NOTED --1 '1�, HOLD DOWN AS NOTED n (� K HARD WIRED SMOKE l�- �] uc OO DETECTOR W/ BATTERY BACK-UP 0 ® 50 CFM FAN TO EXTERIOR N ~O a HARD WIRED CARBON MONOXIDE DETECTOR W/ BATTERY BACK-UP O N z MIN 12" A.F.F. AS PER lu N Q 2020 RESIDENTIAL CODE OF NYS o N Z_ SIE DENOTES EORE55 WINDOW # lu 3: O p NIII _j I ARCHITE�75^ TODD O'CONNELL A R CH ITECT P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 C(516)658-0325 m r z < v z Ul o z REMOVE EXISTING ROOF NnUt x_0 o RAFTERS UNDER PROPOSED o- SECOND FLOOR. PATCH jM�N'gEXISTING REMAINING ROOF AS m I I REQUIRED. � ��ra�W��� w / \ CONGEALED ALUMINUM FLASHING. ud o / \ 4x5 ALUMINUM CUTTER W/ o _ ki6o)') REMOVE EX15TING FIN15HF-5 —5x4 ALUMINUM LEADER TO BE SELECTED Y OWNER/ UNDER PROPOSED ON IX6 FASCIA BOARD 8 Wa/ DECORATIVE GABLE ROOF. W/ VENTED SOFFIT 1 g ��/ PATCH ROOFING AS REQUIRED I I 42X4 G. � �TRO ACCOMMODATE FOR NEW / PROVIDE ICE PROTECTION AS LL M/ I I PER RCIO5.2.1.1 WHICH v ,nOW X OOF GONSTRUGTION. �,- QREMOVE EXISTING CONSISTS OF AT LEAST 2w_sn LAYERS OF/ CEMENTSTOGTHERYOR AMENT `~ ° oSKYLIGHT. PATCH ROOF /A5 REQUIRED. 5ELF-ADHERING POLYMER/ I I MODIFIED BITUMEN SHEET TOQ-L2X6 G. . I6" O.G. EXTEND A FROM EAVE'S ck\ .,/ (® ATTIC) EDGE TO A MIN. OF 24 INSIDE T T THE EXTERIOR WALL \ \\0. � / I I LINE OF THE STRUCTURE Wz O I O z \ \\ ASPHALT SHINGLES TO / \ / 2X10 R.R. ® 16" O.G. 2X10 R.R. 0 16" O.G. BE SELECTED w N O OYER 50# BUILDING O 2X8 R.R. I I 2X8 R.R. \ \ / FELT Q / ® I6" O.G. ® 16" O.G. \ / / I I�- z tK > < � � w ® 6X6 WD POST O O / O - �� ® 16, O.G. / I I LU j `®�4X6 WD POST Q / O `0 14X4 WD P05T10 !tl O STANDING METAL ROOF / O / z %� 5 Y2" STEEL PIPE W TO BE SELECTED �v/ / I I X O �i COLUMN Q OVER 50# BUILDING v FELT �t`j / � O I I ® HOLD-DOWN tu O W� z0 O ASPHALT SHINGLES TO � � I I < I- z QC U BE SELECTED ,�-j// N OVER TR 50# BUILDING N N m cv — PROVIDE ICE PROTECTION AS PER 2020 RESIDENTIAL CODE OF NYS -RC105.1.2 ICE BARRIERS WHICH GONSIST5 OF AT LEAST 2 LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A 5ELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO EXTEND A FROM EAVE'S EDGE TO A MIN. OF 24" INSIDE THE EXTERIOR WALL LINE OF THE 5TRUGTURE-ROOF LESS THAN 4.5:12 PITCH MUST ICE SHIELD ENTIRE ROOF. ROOF 8:12 OR STEEPER REQUIRE5 MIN 5 FT. FROM EAVE EDGE Q t ll v v z > I u m 1!� � ily ROOF FRAM I NO FLAN �_ � � OSCALE: I/4" = I'-O" WALL KEY C�(� - - - EX15T TO BE REMOVED N I �.! EXIST TO REMAIN ^ z O l_1 JU NEW WOOD FRAME GNSTU.n V1 NEW POURED CONCRETE n O O ® 4"x4" POST UNLESS OTHERWISE O IU NOTED "'1���---- tu 0 HOLD DOWN AS NOTED n HARD WIRED SMOKE !1� OO DETECTOR W/ BATTERY BACK-UP n (� ® 80 GFM FAN TO EXTERIOR N Ia N O HARD WIRED CARBON MONOXIIDE DETECTOR W/ BATTERY BACK-UP O N N z MIN 122020'RE5IDENTIAL CODE OF NY5 p N z ■ SIE DENOTES EORE55 WINDOW # LU 3; i 5 • -0TOP OF PROPOSED RIDGE_ _. ._,.._ .._ .. ._..,.. _ .,....._.... _ .-..., .. ,_... .. .. .. .. .. _, ., _ ., .,. _....._... .., . ...,..,. _ ...._ _TOP OF PROPOSED RIDGE HT. +32.02' +52.0:21%,FTO D O'CO NELL 12 12 HT. ARCHITECT P.C. I �a TODD O'CONNELL, AIA 4 TOP OF EXI5TIN5 RIDGE _ „.. .. .... ..... ( _ _ TING RIDGE 200Veter oriafHighway T. +28.4q' TOP OF EXIS 1 aS Mem Suite 120 HT. +28.4a Ha Y 11788 I Hauppauge,e N i � -, P 631 650-6666 1. , I _1 !J,l� I !` # I '—� I_ - - F(631)650-6667 tC(516)658-0325 _ I 41 i Tr f i el _ — \ PROP05ED SECOND FLOOR I2P_A HT. +21.10' WINDOW HEAD HEIGHT T �. i -� PROPOSED TOP OF RIDGE ;I ; . , ...,._...,_ / _ �I . .. '; .: • 4 ; I � � � '. I � _ -��'--�-1:-,-•� -....I��. cv m y �, (Y ,� 11n I i {{ I i u PROPOSED PROPOSED BAY TOP PLATE .r..._i_ 1 i ... .I_!.. I .... . _i ...,..1,1 L. ,_.!..,_L.. i. ,.. II III II II II In II I ........ ... ..................... .. ... I I II 11 ! II I) II II III II II I II I . _BAr TOP P3. N HT. +12.17' E �` n -.-:.rte:� D EIGHT WINDOW HEA H HT. 6.6"1 Z Li t ! — _- 1 � — .. . _-17,__ . _ = o rIT : rrNE STING FIRST FLOOR ,_I ._I._-1 i T - - &L::1 YL] - - 41 A FEZ ,_._,,....,.,.. _._ _ _ .,_ - . HT. 4.13' 11 ; r ? s I 0 11 if E �I ; E I - v o � JM o9I EXI5TING GARAGE 5 B APPROX. LOWEST HT. 1.261' ~ -o o W HT. 0.0 AROUND HOUSE _ „. . . ._.._.,.. _-__ _. _.. ., _ _ _ -. ........ . . .. „ „. .. ._ ..,.. ... _ .. ...,.... . ... . ... _......_ _. . ._ ._.. ", ,,.. ., _ R _APPR a ' v O 01C• LOWED ~ 6 ADE AROUND HOUSE o WW HT. O.O = }Q l z U OO mocQ ' � 0 Q o< Qo 3 v � ,�Q 09M MEi�M PORT FRONT ELEVATION WIMZ5CALE: 1/4" = I'-0" x mM V U i2 V m luO m Q TOP OF PROPOSED RIDGE_ _._ .. .._.,,._... _ .. _.. _,.,_.,.. „ .. ,.. .._... . ...,,.,... . _. ,. _ . .-._ _.._..,._._. ., .. _._.... ._ _TOP OF PROPOSED RIDGE (� D F- ' T. +32.02' HT. +32.02' J � W O � � � V O � p TOP OF EXISTING RIDGE _ _._.......... . ..._.„ _. _ TOP OF EXI5TING RIDGE IL IL T. +2&,4q' HT. +28.4x' z O ~ LU T .................. .�.�.�_ � O y H �I � ry ry I Fl - - - I I _ - - _ _ -.. - -m. _. ... .— .-_ ,� PROPOSED SECOND N , ¢.._L1!_ 1_ _ . FLOOR.T�7fjfjj NTE i i +21.10' 17 i I I �:,� �" i I� I I•{ !� I I I WINDOW HEAD HEIGHT 7 i - I m N i PROPOSED TOP OR RIDGE_ „ .. , . .. + k k _ _ _ _ ' .�:.. Lt._ f _ \ I.. - LJ f _. _..... ._ .. ., ,._.._. _., .,._.. ._ _.. � _ I N iT V ; ; ; m r I lu _ 1 _ _ _.T,_ to _._ r u� PROPOSED SAY TOP PL TE n ^ I i HT. 13. 6 I _ _ PROPOSED BAY TOP PLATE — I � , i .--�-- �� I I Ii I II 1 HT. +12.17' _ _ _ _ - - - `i _ a! . ! If WINDOW HEAD HEIGHT WINDOW HEAD HEIGHT _� v' HT. 6.6'1' ii Ll T LU _ NME T'll - - �._ -` O — m E 5TING FIRST FLOOR - _ € LU -1- _. L_ . ly HT. 4.13 _ EXISTING GARAGE \� !L -� APPROX. LOWEST - HT. 1. 9' _.. __ ._..._ _ _A 1C• LOWE5 D GRADE AROUND HOUSE HT. 0.0 th p m N 0 m ry Z FRONT ELEVATION O N N z • SCALE: 1/4" = 1'-0" uI � ' O < v .A=RcHiTEEyS' TOP OF PROPOSED RIDGE_ _. ! ARCHITECT P.C. O'CONNELL HT. +32.02' - _TOP OF PROPOSED RIDGE HT. +32.02 TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 TOP OF EXISTING fftiDGE T. +28.4�i' _ TOP OF EXISTING RIDGE Hauppauge,NY 11788 H HT. +28.4q' P(631)650-6666 F(631) 650-6667 C(516)658-0325 PROP05ED SECOND _ t 1 _.I _i I !_(__I HT. +21.10' I 3 I s - .. ._..... ... ,.__.._,�._.,- ,.�_...,-V-�--�-x-�� �-a-_ - - - - - _ _ �•.-_� —_ OW HEAD HEb 6'1 E I C-714T � � _� _. m PROPOSED_TOP OF RIDGE_ - HT. +Ibb1 - I _ T _ _ I_.1_ • J_ �r Ut .JJ�J _. _ .11_i- JJ ► 1i "' m _ PROPOSED BAY TOP PL TE r PROPOSED BAY TOP PLATE _ �. T _I - HT. 13. -. II Ifs I 6 HT. +12.1 ' r.i-_ - � ( 1Tt ._ ._. ... . . _. _.. .._..._ .. � I + Z WINDOW HEAD HEIGHT _— - _ _ _ F E t _ WINDOW HEAD HEIGHT Q �:;::•--� - —- - -HT 9 5 IL IT I -K it j<rE STING 1=1RST FLOOR _ - __.Y_ (W A.( .. >._ 7. HT. 4.13F� a IL cv _ EXI5TING GARAGE SLAB p $ V APPROX. LOWEST HT. 1.211'CZE 12 W 28 LLLI �� HT. 0.0 = 1-- < a� m FLWo REAR ELEVATION }. 50ALE: 1/4 1'-0" J° o �� = .foo � O tu TOP OF PROPOSED RIDGE_ _ _ HT. +52.02' HT. +52.02'\-F 52.02 l� - ... TOP OF PROPOSED RIDGE + o o tW W O � ~ � V TOP OF EXISTING RIDGE _ _. _.__.._... __.._ . _.. ... . ... .. .. .. . ..._ __...._..__ _._ -_ RIDGE 7) p HT. +25.4cl' __.... _ ...._. - .. ... _...... _.. _........_.. . . _. . ._.. _--.. _ TOP O EXISTING LL Z oLU A- O 1 . . i LU i j < � O 0 -t . . N N _ PPIOP05ED SECOND 1 :. SLS _ - - _.,.., ,.. SLOOP, ,IOP PLA � N I If _ HT. 2 WINDOW HEAD HEIGHT+ 1.10 O � N - --__ _! _. HT. 6.61 I m N PROPOSED TOF OF RIDGE - _ - - Ij v - - - - - dJ tt HT. +16.61' i (YFn TI I I - �. .. I--� -� 1.�-� �.., ._._ )_ I �.. I '4 _ i _� .1 1 µ_�l PROPOSED BAY _TDP PLATE V `— >_M N _....... .... ... ........... .. ... . ..._ ..... ,... .... ..,.._ ... ... ... d....... ...... .._. _. PROPOSED BAY TOP PLATE / 1 .. ) .I 1 I _ - - HT. 13. + t _ _ _. .._. _... _ _ I 1 _ _ - �. _ - � LL EE HT. +12.1 ' �___ --� --�- --=�-�—h. __ ,.W...-. _ ......_...x.- ..--�>.•--- � - - WINDOW HEAD HEIGHT . . I .T I.. I r ! .. j .i ..I 1 )_� (v_'. _�_._..._V_I ..._1_. - j.J._-_ IWWI l _ mm - .. - - __ WINDOW HEAD HEIGHT -tt t} — — HT. 6.67' -+_ .t _ :. HT a 5 rr^ LL ' VI _ 1 FF to z 11 ILI lu It ULLLI N I I � O ry �-j 0 < E1 El El E STING FIRST FLOOR _ E 0D E:1 El 0 � 0 � w u� T � HT. 4.13' i Q O � aoooaooo EXISTING GARAGE 5 B Q-- 1-- -�� APPROX. LOWEST HT. 1.21' lq�GRADE AROUND HOUSE V - - HT. O.O - - APPRO.?<�E� _ . ... . ... .. ... ............... .. ..................... .... ...-._... ._. ._ .... _.. .... GRADE AROUND HOUSE HT. 0.0 =ry 10 i Ca FRONT ELEVATION o � z � IFL cv N � Z Q z ■ SCALE: 1/4" = 1'-0" w � D 1 B T' AtZCHITECC5� CONGEALED ALUMINUM FLASHING. TODD O'CONNELL A R CH ITECT P.C. PROVIDE ICE PROTECTION AS PER Ra05.2.7.1 WHICH TODD O'CONNELL, AIA CONSISTS OF AT LEAST .2 TOP OF PROPOSED RIDGE_ _ ._... _ ._.._......_ _.. _.m__.__ _.._ . . __. ._. __. __ ._..... _... __•., _ 200 Veterans _,._. .. .._ _ .. ........,.. _ _ _.. _ ._ . _ . _ _ ... ___..__�._ .. _....___. ... ___ 2Xi2mRIDG1= BOARD'WITH- CONSI S OF.l.I!`AT L AST.2 lT. _„_, ,• .,-,_ _TO O _PROPOSED RIDGE 1 terans Memorial Highway HT. +32.02' HT. +32.02' Suite 120 CONTINUOUS RIDGE VENT CEMENTED TOGETHER OR A SELF-ADHERING POLYMER Hauppauge,NY 11788 MODIFIED BITUMEN SHEET TO P(631) 650-6666 F(631)650-6667 TOP OF EXISTING RIDGE _ . _ ..___. _. .,. .... . _. .. _ _.,,.,....._ _ _ _ _ _... .._ _ _ _ _ _ _ _.._....._._ _._.._._.__.__ ...__ _._._,_. _.._._. .___._, .._.___.---.._ ____.__._�______ __.._ _, _ .._ _ _. _._ __,.._ . _ _ _ _ _ _ _ _. . _ .. ...._. _. HT. +2 _ ._, _ TOP OF EXISTING RIDGE C(516)658-0325 EXTEND FROM EAVE'S EDGE TO A MIN OF 24” INSIDE THE EXTERIOR WALL 8.4Q' HT. +28.4q / (®A3 of ATTIC) LINE OF THE STRUCTURE // 0U r;.rr. I'flidf.fr3r:rrr; / TTIG �� ASPHALT SHINGLES TO BE SELECTED PROVIDE R30 BATT INSULATION0 \ OVER 30 # BUILDING / + \ PROVIDE BRIDGING ®x b" 0.0. c 4x3 ALUMINUM GUTTER W/ 3x4 ALUMINUM LEADER TO // �� \ BE SELECTED BY OWNER PROPOSED SECOND ------ - - _-- � - ON iX6 FASCIA BOA FLOOR TOP PLATE ..2X10 G.J. ® I6",O.G., _._..___ .. ......_....__... UPTURNED O "/4"xl6" ML LVL _..._ __ _.__.. _ ... _..___ _.. _ WINDOW HEAD HEIGHT+21 W/ VENTED SOFFIT .io' / 3 1 HT. 6.6-1' / II NEW EXTERIOR WALLS GONSTRUGTION -2" X 4" WOOD STUDS ® 16" O.G. PROVIDE 5 R-15 - PROPOSED TOP OF RIDGE ___. / I _ _ - .. _. __. _. _ _..... - - _ _ _ _. _..,.___ _... _. _._. ._._ . ._....___.__._ ._ _.._....... . / ,' ii 'rvALLS IPAI":TED WALLS: PAINTED PEGF�ATIO INTERIOR OTEV -ABD�(SE" -� FLOOR: HARDWOOD FLOOR: HARDWOOD O li II II EXTERIOR PLYWOOD SHEATHING, AIR INFILTRATION BARRIER AND SIDING AS N >r m r // ISI ii ii ii ii PROVIDE R38 BATT INSULATION SHOWN ON ELEVATIONS. PROVIDE Y2" m / i�-r II p II II II ALIGN FLOOR WITH EXISTING ADJACENT RIGID INSULATION BOARD BEHIND SIDING. 0 II II II II �I N MASTER BEDROOM FLOORING. _ _ __..._..._ . .._._�_ _ _ _. _.__ ._.. . _ I .. il. .. _ _ -.li �I ..... ......I�— z PROPOSED BAY TOP PLATE ! i i I __... .. ,..__.___. . Y �T. ++15. 6' J PROPOSED N –47—HT. WINDOW HEAD HEIGHT WINDOW HEAD HEIGHT z � LVL — Z HT. 6.67 V FLUSH (2)I�/4"xll�/a" HT. 01.9 n ML LVL F cq = u g 11 Ye" TJI 560 PRO SERIES ® I6" O.G. d; OARAOE W91m E ISTINO FIRST FLOOR _ _. _ ._. ._._. _ .. _. .. .. ., __. _. -. _-•- _ _ _ _ _. . ... . .. _.. . . ........... . _. ......_„ __._ .. _ . . . . u o o W HT. 4.13 lilpogm ►- V ELU LUV }<N1z °_ o rr •' _ EXISTING GARAGE 5 B q MPa �a -'� APPROX. LOWESTHT 1.21 Q GRADE AROUND HOUSE _ '• . . .14" 50NOTUBE MINIMUM 36" .. ..... . s u < HT. 0.0 �.��: BELOW GRADE. GRADE AROUNDAPPRO� O S _ 4 � � � ':: • HT. O.O 24"x24"X12" POURED CONCRETE w� O FOOTING (3,500 P51 MIN) TO REST ON UNDISTURBED VIRGIN SOIL (3' _� 1a z3< �Mz fi►- DEEP MIN); W/(2) #4 REBAR, T o 0 0 MH OR055 5EGTION A-A SCALE: 1/4" = 1'-0" Q w W a v O � p N !L IL O O I— O 4 Z' O } Q O O O m N _ � N N r N Q O W lu\ �-1 ju o z >m -m � � � z � �� Qp fu QNB z )- O wtu � v 'U O O -� r v z IY_ � � � � 0 m Q V LU ly cv O ily� O cv� z � N z lu N < _z LU 7 p N 2020 RESIDENTIAL CODE OF NEW YORK STATE 2020 RE5IDENTIAL CODE OF NY5 - TABLE R602.3(I) TABLE R802.II RAFTER OR TRU55 UPLIFT CONNECTION FORCE5 TABLE R602.3(I) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER NOTE: WINDOW FALL PROTECTION TO BE PROVIDED FASTENING SCHEDULE FROM WIND (ASD) (POUNDS PER CONNECTION) Qbcdo.fah FA5TENING SCHEDULE CONTINUED TABLE 8301.7 FOR ALL WINDOWS AS PER "";; NUMBER AND TYPE NUMBER AND TYPE 5PACIN&OF FASTENERS ITE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER E SPACIN&AND LOCATION EXP05URE B I DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,ba INTERMEDIATE STRUCTURAL MEMBER ALLOWABLE 2020 RESIDENTIAL CODE OF NY5 SECTION R51:2..2 ED6E5h c,o DEFLECTION H I " ROOF ULTIMATE DESIGN WIND SPEED Vult (mph) (INCHES) (SUNPGPOP 130 m h 140 m h WOOD STRUCTURAL PANELS,5UBFLOOR,ROOF AND INTERIOR WALL 5HEATHIN6 TO FRAMING AND PARTICLE BOARD WALL RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 - IN DWELLING UNITS WHERE THE TOP OF THE SILL of AN OPERABLE 4-8d BOX(2 J"X0.113")OR RAFTER OR ROOF SPAN TODD O'CO N N E LL BLOCKING BETWEEN GEILIN6 JOISTS OR RAFTERS 5-8d COMMON Wvxo.151%OR p p WITH NO FINISHED CEILING ATTACHED TO WINDOW OPENING 15 LOCATED LESS THAN 24 INCHES ABOVE THE wt ARCHITECT P.C. I TOE NAIL TRU55 SPAGIN6 (FEET) SHEATHING TO FRAMING[SEE TABLE 8602.3(3)FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] 1 TO TOP PLATE 5-10d BOX(2VX0.128');OR ROOF PITCH ROOF PITCH " RAFTERS FINISH FLOOR AND GREATER THAN 72 INCHES ABOVE FINISH GRADE 3-3"X0.131" NAILS "- 6d COMMON(2'X0.113)NAIL(SUBFLOOR,WALL) f <5:12 >5:12 <5:I2 >5:12 5O " 8d COMMON(2)5"Xo.15I•)NAIL(ROOF) b 12 INTERIOR WALLS AND PARTITIONS H/180 OR SURFACE BELOW THE EXTERIOR OF THE BUILDING , -THE OPERABLE WINDOW SHALL COMPLY WITH: TODD O CONNELL, AIA 4-ea Box(2 ^x0.113^)OR. 12 95 8" 122 113 31 1762,_ I• 8d COMMON NAIL(2)^x0.131") 6 12f FLOORS L/360 OPERABLE WINDOW THAT ARE PROVIDED WITH WINDOW 1200 Veterans Memorial Highway 3-5d COMMON(2)5 X0.131');OR PER J015T,TOE NAIL 18 122 112` 1511 146 2 GEILIN6 JOISTS TO TOP PLATE 5-IOd Box(215•x0.128");OR CEILING WITH BRITTLE FINISHES (INGLUDIN6 L/360 OPENING CONTROL DEVICES THAT COMPLY WITH SEG. 8312.2.2 Suite 120 24 1401 ��, 1012 178 IOd COMMON(3"X0.148)NAIL;OR 5-5"X0.151" NAILS - r 52 1 y.•-1 Y4" " 6 12 PLASTER AND STUCCO) Hauppauge,NY 11788 , 28 167 1�3 216 200 8d(2)5 x0.151") DEFORMED NAIL O.G. 32 240 222 GEILIN65 WITH FLEXIBLE FINISHES (INGLUDIN6 12 185 `170 GEILIN6 J015T NOT ATTACHED To PARALLEL RAFTER, 4-I0d BOX M"X0.115")OR - 5 LAPS OVER PARTITIONS[see 5ectlons 88028.1 ,8802.5.2 s-Ibd COMMON f3)4"X0.162");OR 36 203 186 - 264 244 OTHER WALL SHEA'THIN6 GYPSUM BOARD) L 240 8312.2.2 WINDOW OPENING CONTROL DEVICES- SHALL COMPLY WITH __ P(631) 650-6666 6 VANIZED ROOFING NAIL, a HEAD ASTM F2010 FACE NAIL I I)5"STRUCTURAL CELLULOSIC FIBERBOARD g ALL OTHER STRUCTURAL MEMBERS L/24o THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE F(516) 658-0325 and Toble R8025.1 (q)] 4-3 X0.131"NAILS 42 230 - 21, 300 :2 33 SHEATHING DIAMETER OR I"GROWN STAPLE Ib a 5 6 F(631)650-6667 48 258 25(- 336 31 I 1 Y."LONG 11/4"5ALVANIZEDROOFN6 NAIL, b a CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT GEILIN6 JOIST ATTACHED To PARALLEL RAFTER 12 126 I."i 162 150 54 F, 2• STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I"GROWN STAPLE 16 ga., 5 6 EXTERIOR WALLS - WIND LOAD WITH PLASTER OR H/360 TABLE 8802.5.1(01) 18 162 14��(^ 2001 1014 SHEATHING I LONG STUCCO FINISHES REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO q (HEEL JOINT), ' FACE NAIL I ., [see Sections 8802.5.1 ,R&02-1.2 and Table 8802.5.1 N] 24 Iq8 _�. 255 23-1 d I "GALVANIZED ROOFING NAIL;STAPLE a LESS THAN THE AREA REQUIRED BY SECTION 8310.2.1 28 222 20F 28'1 266 55 15^6YPSUM SHEATHING GALVANIZED, I N'LONG;I y4"SCREWS, 7 7 EXTERIOR WALLS - WIND LOADS WITH OTHER H/240 s:rr; �,s�r t rla .r sc,rrt,a Ib O.G. TYPE H OR 5 BRITTLE FINISHES 4-I0d BOX(3'X0.128')OR 32 246 226 3101 2015 TYPE 1 s/a"GALVANIZED ROOFING NAIL;STAPLE COLLAR TIE TO RAFTER FACE NAIL OR I Ya"X 20ga. 5-IOd COMMON(314"X0.148");OR 36 270 24"1 351 325 5 RIDGE STRAP TO RAFTER 4-3"X0.131"NAILS FAGS NAIL EACH RAFTER - 5b s/a"6YF'�rIJM SHEATHING GALVANIZED,I %"SCREWS,TYPE W OR 5 T T EXTERIOR WALLS - WIND LOADSa WITH FLEXIBLE H/120d 2020 RESIDENTIAL GODS OF NYS SECTION 8305.1 42 306 2&1514 3017 370 WOOD STRUSTRUAL.PANELS,COMBINATION 5U5FLOOR UNDERILAYMENT To FRAMING FINISHES. MINIMUM HEIGHT- GEILIN6- HABITABLE SPACE, HALLWAYS AND 48 343 ~ 314 44-1 414 5-Ibd BOX NAILS M j"X0.135")OR 2 TOE NAILS ON ONE SIM bd DEFORMED(2'X0.120")NAIL;OR e 5-IOcl COMMON NAILS(3"X0.148•);OR 57 5/4'AND LESS b 12 LINTELS SUPPORTING MASONRY VENEER WALLS L/boo PORTION OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A AND I TOE NAIL ON OPPOSITE EXPOSURE G 8d COMMON(215"X0.151")NAIL • 6 RAFTER OR ROOF TRU55 TO PLATE 4-lod BOX(3•X0.128");OR 5IDE OF EACH RAFTER OR NOTE: L=SPAN LENGTH H=SPAN HEIGHT CEILING HEIGHT OF NOT LE55 THAN 7 FEET. BATHROOMS TOILET x0.131°NAILS T S I ULTIMATE DESIGN WIND SPEED Vult (mph) 8d COMMON(2"XO.l5l)NAIL;OR ROOMS P 58 y;'- I" b 12 , LAUNDRY ROOMS SHALL HAVE A GEILIN6 HEIGHT OF NOT RAFTER OR ROOF SPAN 8d DEFORMED(215"x0.120^)NAIL a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS 130 mph 140 mph HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN LESS THAN 6 FEET 8 INCHES 4-I6d 0�"X0.135'9 OR TRUSS SPAGIN6 (FEET) 10d COMMON M"X0.146"9 NAIL;OR b I2 AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS EXCEPTION: � 5-I0d COMMON(3"X0.148");OR y.TOE NAIL ROOF PITCH ROOF PITCH 3g I - I y4" 8d DEFORMED(2)5"X0.120")NAIL 4-I0d BOX M'XO.126');OR OBTAINED FROM THE TABLE 8301.2(2). I. FOR ROOMS WITH SLOPED GEILIN65 THE REQUIRED FLOOR 7 ROOF RAFTERS TO RiD6E,VALLEY OR HIP RAFTERS OR 4-3'X0.131"NAILS <5:12 }5:12 <5112 >5:12 FOR 51. I Inch 25.4 mm,I foot 6 304.8 mm, I MILE PER HOUR 0.447 m/s;I k.l • 6.8015 MPa b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE AREA OF THE ROOM SHALL HAVE A GEILIN6 HEIGHT OF NOT ROOF RAFTERS TO MINIMUM 2"RIDGE BEAM 5-Ibd BOX(3 'XO.I'S5')OR 12 161 _:151 1�8 186 THE LENGTH OF THE CANTILEVER. a.NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FRAMING AND 5HEATHIN6 LE55 THAN 5 FEET AND NOT LE55 THAN 50 PERCENT OF THE 2-Ibd COMMON 0)5"X0.162'9;OR TOE NAIL 18 208 _IrI5 257 242 CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD 5TRENOTH5 AS SHOWN: 80 KSI FOR SHANK DIAMETER OF O.Ig2 INCH(20d G. FOR ALUMINUM 5TRUGTURAL MEMBERS OR PANELS USED IN REQUIRED FLOOR AREA SHALL HAVE A GEILIN6 HEIGHT OF NOT 3-I0d BOX M"X0.128");OR 24 256 2301 317 2018 COMMON NAIL),010 KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.171 INCH,AND 100 KSI FOR SHANK ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO LESS THAN -7 FEET 5-5"X0.151"NAILS 28 2801 16-1 358 335 DIAMETERS OF 0.142 INCH OR LESS. COVERS, NOT SUPPORTING EDGE OF GLASS, THE CONTINUOUS HALL 12" O.G. 32 321 ,r 2101 -' 3118 373 b.STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM?/Ib-INCH ON DIAMETER GROWN WIDTH. ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF 2• THE GEILIN6 HEIGHT ABOVE BATHROOM AND TOILET ROOM c.NAILS SHALL BE SPACED AT NOT MORE THAN 6 INGHE5 ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. I6d COMMON(tIVX0.1629 24"O.G.FACE NAIL 36 353 5:a 438 411 d.FOUR-FOOT BY 8-FOOT OR 4-FOOT BY dl-FOOT PANELS 5HALL BE APPLIED VERTICALLY. &LASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE OF m 8 STUD TO STUD(NOT AT BRACED WALL PANELS) IOd(3"X0.128");OR 42 402 , 375 . 40111 468 e.SPAGIN6 OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE 8602.5(2). L/1"75 FOR EACH 6LA55 LITE OR L/60 FOR THE ENTIRE BEING USED FOR ITS INTENDED PURPOSE 5"X0.151")NAILS Ib"O.G.FACE NAIL 48 450 - 420 '' 560 524 f.WHERE THE ULTIMATE PM16N WIND SPEED 15 150 MPH OR LESS,NAILS FOR ATTAGHIN,WOOD STRUCTURAL PANEL ROOF SHEATHING TO LENGTH OF THE MEMBER, WHICHEVER 15 MORE 5TRINGENT. vr _ 12 214 201 - 263 247 &ABLE END WALL FRAMING SHALL BE SPACED b INCHE5 ON CENTER.WHERE THE ULTIMATE PE516N WIND SPEED 15 GREATER THAN 130 MPH, 1 ' Ibd BOX(315"X0.135");OR 18 271 ?.5c{ 342 322 NAILS FOR ATTAGHIN6 PANEL ROOF 5HEATHIN6 TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED b INCHES ON CENTER FOR MINIMUM 46 INCH FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF (V STUD TO STUD AND ABUTTIN6 STUDS AT INTERSECTING WALL 3"X0.131"NAILS 12"O.G.FACE NAIL I, DISTANCE FROM RIDGES,EAVES AND CABLE END HALLS;AND 4 INCHES ON CENTER To GABLE END WALL FRAMING. SUNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD CORNERS(AT BRACED WALL PANELS) 24 340 3.e3. 422 3116 GYPSUM SHEATHING SHALL CONFORM TO ASTM G 15gb AND SHALL BE INSTALLED IN ACCORDANCE WITH CA 253.FIBERBOARD 5HEATHIN6 O 01 - DEFLECTION SHALL NOT EXCEED L/120. Ibd COMMON(515"X0.162") I6"O.G.FACE NAIL " 28 384 fi ,:558 , 476 446 ALL CONFORM TO ASTM G 208. z # IC, O.G. h.SPAGIN6 OF FASTENERS ON FLOOR SHEATHIN5 EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED d. DEFLECTION FOR EXTERIOR WALLS WITH INTI=8108 GYPSUM 32 427 � .�01P 5201 4016 Ibd COMMON M)5'X0.162•) 16'0.0.EACH EDGE FACE NAIL 36 4601 -_4:58 583 547 BLOCKING AND AT FLOOR PERIMETERS ONLY.5PACIN5 OF FASTENERS ON ROOF 5HEATHIN6 PANEL ED6E5 APPLIES TO PANEL E06E5 BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE F�- v 10 BUILT°HEADER(2"TO 2"HEADER WITH 14"SPACER) c SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOOKIN6.BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO DEFLECTION OF H/180. J I6d BOX(315"X0.135') 12'O.G.EACH EDGE FACE NAIL 42 535 /4 1q 664 622 THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE.FLOOR PERIMETER SHALL BE ::3 48 50101 5501 , 745 6017 SUPPORTED BY FRAMING MEMBERS OR SOLID BLOGKIN6. C. REFER TO SECTION R703.6.2. 5-8d BOX(214"X0.115");OR I WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL GEILIN6 JOIST IN ACCORDANCE WITH THIS SCHEDULE,PROVIDE THO TOE NAILS Z 4-8d COMMON(2 ys"X0.151');OR ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE GEILIN6 JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE.THE TOE NAIL ON O II CONTINUOUS FADER TO STUD 4-10d BOX(3•x0.128' TOE NAIL FOR 51: I INCH = 25.4 mm, I FOOT = 304.8mm, I MILE PER HOUR= 0.447 m/s, THE OPPOSITE 5IDE OF THE RATER SHALL NOT BE REQUIRED. R301.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN v Z I POUND =0.454kg, I POUND PER SQUARE FOOT = 47.01 N/m , I plf 14.6 N/m WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. Ibd COMMON(3)4•x0.162•) Ib"O.C.FAGS NAIL GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE TOP PLATE TO TOP PLATE IOd BOX(3"x0.128");OR a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF REOUIREMENT5 OF THE LARGE MISSILE TEST OF A5TM E 111116 AND A5TM E 1886 A5 RZ, u F 12 12"O.G.FACE NAIL HE16HT AND WIND EXPOSURE CATEGORY B OR G. FOR EXPOSURE D, THE UPLIFT TABLE 1: MINIMUM INSULATION THICKNESS FOR GIRGULATIN6 HOT WATER PIPES 3'x0.131"9 NAILS CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR OjoINSULATION THIGKNE55 IN INCHES BY PIPE SIZES � 8-Ibd COMMON(3 J"X0.162');OR TABLE U51NO THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPACT-RESISTING ' I I U DOUBLE TOP PLATE SPLICE FOR SDG's A-D WITH SEISMIC 12-I6d BOX(5)2"x0.155");OR ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE HEATED WATER NON-GIRGULA'TIN& RUNOUT5 0IRGULATIN6 MAINS AND RUNOUTS STANDARD OR ANSI/DASMA 115. (SEE TABLE BELOW) ,BRACED WALL LINE SPAGIN6<25' 2 I2-10d BOX M"X0.128");OR FACE NAIL ON EACH SIDE OF n n „ „ 12-3"x0.151" NAILS END JOINT(MINIMUM 24"LAP TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF TEMPERATURE (F) UP TO I UP TO 1.25 1.5 TO 2.0 OVER 2 EXCEPTION: O d O SPLICE LENGTH EACH SIDE OF HEI6HT5. 170-180 0.5 1.0 1.5 2.0 WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THAN 7/(b INCH AND A t- 0.1 g w m ENDJOINT) b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND GEILIN6 z �u '_" I3 SPAN OF NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. Q_ DOUBLE TOP PLATE SPLICE SDG'.D D,OR ;AND 140-160 0.5 0.5 1.0 1.5 U_ a I 12-f6d 0Y2'Xo.135") ASSEMBLY DEAD LOAD OF 15 PSF. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE o W BRACED WALL LINE SPAGIN6>25' G. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF 100-130 0.5 OS 0.5 1.0 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE °�14 �►� ,o v OVERHANG OF 24 INCHES. PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED W v Ibd COMMON(3)2'X0.162") 16"O.G.FACE NAIL d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BEimpo WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DE516NED TO �!Q I T_ O BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR „ MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING } z V H 14 Ibd Box(315'x0.135 1;OR RESIST THE GOMPONET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH -a BLocKIN6(NOT AT BRACED WALL PANELS) 12"O.G.FADE NAIL TABLE 2: MINIMUM INSULATION THIGKNE55 FOR HVAC PIPES 5"X0.131")NAILS CORNERS. EITHER TABLE R301.2(2) OR ASCE 7, WITH THE PERMANENT CORROSION-RESISTANT o c. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED $ 3-Ibd BOX(315'X0.135");OR 5 EACH Ib' O.G.FADE NAIL ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. TH15 0 ,L 15 BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR 2-I6d COMMON(3)5"X0.162");OR 2 EACH Ib"O.G.FACE NAIL PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZE BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE 8301.2.1.2 15 PERMITTED FOR BLOGKIN6(AT BRACED WALL PANELS) 4-3"X0.151"NAILS 4 EACH Ib"O.G.FACE NAIL REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED TYPES BUILDIN65 WITH A MEAN ROOF HE16HT OF 45 FEET OR LE55 WHERE THE ULTIMATE g FORGES. RANGE (F) 2" RUNOUTS I" AND LE55 1.25" TO 2" 2.5" TO 4° DESIGN WIND SPEED, IS 180 MPH OR LE55. u►u- 5-16d 4-8d BOX(2 �"X0.115");OR f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT HEATING SYSTEMS 5-Ibd BOX(315"X0.155");OR CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 plf FOR EACH FULL 4-8d COMMON(2)2"X0.13('9;OR TOE NAIL LOW PRE55URE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 , - WALL ABOVE. TABLE 8301.2.1.2: WINDBORNE DEBRIS PROTECTION FASTENING o 4-I0d BOX(3'X0.128');OR N o 16 TOP OR BOTTOM PLATE TO STUD 4-3"X 0.131 NAILS g. LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 SCHEDULE FOR WOOD STRUCTURAL PANELS ,- z sn } 3-Iba Box(3�•xal3s");OR SHALL BE PERMITTED. STEAM CONDENSATE H < tn�o° M 2-I6d COMMON M A"X0.162");OR END NAIL h. THE TABULATED FORGES FOR A 12-INCH ON CENTER SPACING SHALL BE PERMITTED (FEED WATER) FASTENER SPAGIN6 -NO O � -�o o z 3-110 BOX(V'x0.128");OR TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. ANY 1.0 1.0 1.5 2.0 FASTENER TYPE 4 FOOT 6 FOOT ' a� 5-5"X0.151" NAILS COOLING SYSTEMS PANEL SPAN < PANEL SPAN < PANEL SPAN ° _ -0WH 5-I0d BOX M"X0.1289;OR CHILLED WATER, REFRIGERANT 201-250 1 1.0 1 1.5 1.5 1 2.0 <4 FOOT < 6 FOOT < 8 FOOT m t� 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON M J5"X0.162");OR 3-5"X0.151"NAILS FACE NAIL AND BRINE 1 120-200 1 0.5 1 1.0 1.0 IS NO. 8 WOOD SCREW 5-8d BBASED ANCHOR WITH 2 Box(2 "x0.113');OR IC, 10 8 18 I' BRACE 70 EACH STUD AND PLATE 2-8d COMMON(215"xo.I3r9;OR INCH EMBEDMENT LENGTH v v U m 2-IOd BOX M"X0.128');OR FACE NAIL NO. 10 WOOD 5CREW Z STAPLES I /a' 5-5d BASED ANCHOR WITH 2 IC, 12 q Q W BOX 2 XO.�5 ;OR 2-8d COMMON(215"X0.151');OR Ig I•X 6"SHEATHING TO EACH BE,ARIN& 2-I0d BOX(3"X0.1287);OR FACE NAIL INCH EMBEDMENT LENGTH O 2 STAPLES,I"GROWN, I69a.) s/a"LON& 5-Sd BOX(2 "X°.113");OR [Q 5-8d COMMON(215"X0.151");OR Y4 (NCH LAG SCREW 4 5-IOd BOX(3"X0.128");OR BASED ANCHOR WITH 2 IC, IC, IC, N 5 STAPLES, I'CROWN, lbgo,I %"LONG INCH EMBEDMENT LENGTH p 20 I'X 8' AND WIDER 5HEATHIN6 TO EACH BEARING WIDER THAN I"X 8" FACE NAIL 4-6d BOX(2 �"X0.1139;OR 5-8d COMMON(2)5"XO.15I");OR a. THIS TABLE IS BASED ON 180 MPH ULTIMATE F 0- 0 5-I0d BOX(5"X0.128");OR O O 4 STAPLES,1"GROWN,Ibga.,l % LONG DESIGN WIND SPEED AND 33 FOOT MEAN ROOF O v 6 FLOOR HEIGHT. L z 4-8d sox(2 J'xo.II3");OR b. FASTENERS SHALL BE INSTALLED AT OPPOSING u- U_ _O 21 JOIST TO SILL,TOP PLATE OR 61RDER 3-8d COMMON(215"X0.131");OR ENDS OF THE WOOD STRUCTURAL PANEL. z z0 ~ 5-10d BOX M"x0.12b'%OR TOE NAIL 11 1 -1 v FASTENERS SHALL BE LOCATED NOT LESS THAN 5-5"X0.151'NAILS X_ 4 F- 8d BOX(2 'XO.II5") 4"O.G.TOE NAIL INCH FROM THE EDGE OF THE PANEL. 0 O 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON(215"x0.131");OR G. ANCHORS SHALL PENETRATE THROUGH THE W � z PLATE(ROOF APPLICATIONS AI-SO) IOd BOX M"X0.128");OR 6"O.G.TOE NAIL EXTERIOR WALL COVERING WITH AN EMBEDMENT X O O IL Q Z 5"X0.151"NAILS 5-8d Box 2 y%0.115");OR LENGTH OF NOT LESS THAN 2 INCHES INTO THE 2-8d COMMON(2 y2"Xo.13I'9;OR BUILDING FRAME. FASTENERS SHALL BE LOCATED m IN 25 1" X b"9UBFLOOR OR LE55 TO EACH JOIST 5-I0d BOX('3"X0.128");OR 2 STAPLES,I"CROHN, I6ga.,l 5/4 LONGnl (V FACE NAIL NOT LESS THAN 2,V2 INCHES FROM THE EDGE OF THE � N CONCRETE BLOCK OR CONCRETE. `fl Qt' 5 l6 BOX(3)2'X0.135");OR n N � Q 24 2"SUBFLOOR TO JOIST OR 61RDER BLIND AND FACE NAIL d. PANELS ATTACHED TO MASONRY OR m 2-Ibd COMMON(3)5"x0.162") MASONRY/STUCCO SHALL BE ATTACHED USING O � � 25 2"PLANKS(PLANK dSEAM-FLOOR d ROOF) 5-I6d BOX ON X0.13519;OR AT EACH BEARING,FACE NAIL VIBRATION-RESISTANT ANCHORS HAVING AN 2-Ibd COMMON('3)5"X0.162") #' 5-Ibd COMMON ULTIMATE WITHDRAWAL CAPACITY of NOT LESS 4-10 BOX(3'X0..11 28");OR _ N _"x0.16211) THAN 1,500 POUNDS. m w> 26 BAND OR RIM J015T TO JOIST 4-5"x0.151"NAILS;OR END NAIL 4-3"X 14ga.STAPLES,a'GROWN NAIL EACH LAYER AS FOLLi5K5, 2020 RESIDENTIAL CODE OF NYS SECTION R305- GLAZING god COMMON(4'XO.lg2");OR 52"O.G.AT TOP AND BOTTOM - EXCEPT AS INDICATED IN SECTION R308.1.1 EACH PANE OF GLAZING INSTALLED IN t' , AND STAGGERED HAZARDOUS LOCATIONS AS DEFINED IN SECTION R305.4 SHALL BE PROVIDED WITH A lu IOd BOX(3"x0.128°);OR 24"O.G.FAGS NAIL TOP MANUFACTURE'S ME51ONATION 5PECIFYING WHO APPLIED THE DESIGNATION� DESIGNATING THE 27 BUILT-UP GIRDERS AND BEAMS,,2-INCH LUMBER LAYERS 3"X0.131"NAILS AND BOTTOM STAGGEE to RED ON ( l OPPOSITE SIDES TYPE OF 6LA55 AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES, WHICH IS VISIBLE AND. 2-20d COMMON(4"X0.1012");OR FADE NAIL AT ENDS AND IN THE FINAL INSTALLATION. THE PE51ONATION SHALL BE ACID ETCHED, 5ANDBLA5TED, >" 3-IOd BOX 0"X0.128");OR AT EACH SPLICE CERAMIC-FIRED, LASER ETCHED, EMBOSSED, OR BE A TYPE THAT ONCE APPLIED CANNOT BE 3-5'X0.151"NAILS REMOVED WITHOUT BEING DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE < m 4-I6d BOX(3 1"X0.135);OR MANUFACTURES; DF-51 ONATION IL 28 LEDGER 5TRIP 5UPPORTIN&JOI5T5 OR RAFTER5 3-16d COMMON(315'X0.162');OR AT EACH J015T OR RAFTER, _ 4-10d BOX(5•X0.128');OR FACE NAIL 8308.4 HAZARDOUS LOCATIONS - THE LOCATIONS SPECIFIED IN SECTIONS R308.4.1 THROUGH 4-5"X0.151 NAILS 8308.4.7 SHALL BE CONSIDERED TO BE SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF 214 6RID&IN6 TO JOIST 2-I0d (5'X0.128") EACH END,TOE NAIL 6LAZIN6 8308.4.1- GLAZING IN DOOR- GLAZING IN FIXED AND OPERABLE PANEL OF 5WIN61NG, SLIDING O Z AND BIFOLD DOORS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION 2020 RESIDENTIAL CODE OF NY5 8308.4.2- GLAZING ADJACENT TO DOOR- GLAZING IS LESS THAN 60 INCHES ABOVE THE FLOOR I- OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWIN6- TABLE R602.3(3) - GLAZING IS WITH 24" OF EITHER SIDE OF THE DOOR Q O <�f� WOOD PANEL WALL 5HEATHING FASTENING 50HEDULE 0,10'a -GLAZING 15 ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED N ]< V MINIMUM NAIL MINIMUM WOOD MINIMUM NOMINAL MAXIMUM WALL PANEL NAIL SPAGIN6 ULTIMATE DE516N WIND POSITION AND WITHIN 24" OF THE HINGED SIDE OF AN IN-SWING DOOR STRu:,TURAL PANEL THICKNESS STUD SPAGIN6 SPEED VULT0"1PH) 8308.4.3- GLAZING IN WINDOW Z 1� O PENETRATION PANEL SPAN (INCHES) (INGHES) EDCE5 FIELD WIND EXPOSURE CATE60RY SIZE (INCHES) RATING (INCHES 0.0) (INCHES 0.0) B G 1 v - EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN a 50.FT. Q tu l \ I5 24/0 3/8 16 6 12 140 n5 n° bd COMMON -BOTTOM EDGE OF 6LAZIN6 IS LE55 THAN IS" ABOVE THE FLOOR 111 3: k) (2.0"x0.115") - TOP EDGE OF GLAZING IS MORE THAN 36 " ABOVE FLOOR AND 8d COMMON 175 24/16 7/16 16 b 12 170 140 155 ONE OR MORE WALKING SURFACES ARE WITHIN 36", MEASURED HORIZONTALLY AND IN A STRAIGHT Q O 1 (2.5-X0.151") 24 6 12 140 115 110 FOR 51: I Inch a 25.4 mm,I MILE PER HOUR • 0.447 m/s LINE OF GLAZING 308.4.4- GLAZING IN 6UARD5 AND RAILINGS o.PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD SHEATHING WITH STUD SPAGIN6 MORE THAN 16" O V 1z ON CENTER SHALL BE APPLIED W1TH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. 8308.4.5- GLAZING AND WET SURFACES- BATHTUBS, SHOWERS WHERE THE BOTTOM EXPOSED b.TABLE BASED ON WIND PRESSURES ACTINIC,TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION 8501.2. EDGE OF 6LAZIN6 15 LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR Q LATERAL BRACING REQUIREMENT5 94AL.L BE IN ACCORDANCE WITH SECTION R602.10. WALKING SURFACE iL Q c.WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-IC,OR HALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 SPAN RATIN6. PLYWOOD SIDING RATED 16 O.G.OR 24 O.G.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS HITH A 24/16 SPAN RATING. - R305.4.6 6LAZIN6 ADJACENT TO 5TAIR5 AND RAMPS- GLAZING WHERE THE BOTTOM EXPOSED WALL-I6 AND PLYWOOD 511:7IN6 16 O.G.SHALL BE USED WITH 5TUDS SPACED NOT MORE THAN 16"ON CENTER EDGE OF THE GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE ADJACENT WALKING m p SURFACE OF STAIRWAY, LANDING BETWEEN FLIGHTS OR STAIRS OR RAMPS -6LAZIN(5 36" OR LESS MEASURED HORIZONTALLY FROM THE WALKING SURFACE T N 0 8308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING i) 0 - WHERE GLAZING 15 LESS THAN 36" ABOVE THE LANDING AND WITHIN A 60" HORIZONTAL ARE N N z LE55 THAN 180 DEGREE5 FROM THE BOTTOM TREAD N051 NG p Y Q z LU SEE FLOOR PLAN FOR MOVE INFORMATION m � d � Qt0(1 1 Q r TABLE R6O2.10.4- BRAG I NG METHODS CONNECTION CRITERIA GI LARCHI'TEEtS' TODD O'CONNELL METHODS, MATERIAL MINIMUM THIGKE55 FIG FASTENERS SPACING ARCHITECT P.C. EXTERIOR SHEATHING PER 6"MCE5 12"FIELD TABLE RbO2.3(3) cs-wsP 3/8„ CONTINUOUSLY SHEAT NTI NUOUSLY SHEAT TODD O'C O N N E L L, A I A CONTINUOUSLY 5HEATHEDI I F n WOOD STRUCTURAL PANEL INTERIOR SHEATHING PER VARIES BY FASTENER RAGED WALL LINE RAGED WALL LINE N TABLE 86022(1)or 8602.3(2) 1200 VeteraSui a 120ns rial Highway QO Hauppauge,NY 11788 lu GS-6 bF P(631)650-6666 CONTINUOUSLY SHEATHED 3/8ii SEE METHOD CS-HSP SEE METHOD GS-WSP l4 WOOD STRUCTURAL PANEL Z ADJACENT TO GARAGE 631 650-6667 C(516)658-0325 OPENINGS Q l of.l 3 i.(�-f i iw.l y RETURN HOLD ,� rr); PANEL DOWN BRACED WALL PANEL AT END BRACED WALL PANEL AT END OC,5-PF ..,bii SEE SECTION 8602.10.6.4 SEE SECTION R602.1Ob.4 OF BRACED WALL LINE OF BRACED WALL LINE CONTINUOUSLY SHEATHED jf D G Z PORTAL FRAME END CONDITION I END CONDITION 2 Z O V IV long X 0.12 dia. Y;2"�� 25 (for V thlck sheathing) CONTINUOUSLY SHEATHS CONTINUOUSLY SHEATHF.p GS-SFBd "2 Or /32 fOr I V long X 0.12 dia. g•ED6E5 6"FIELD RAGED WALL LINE RAGED WALL LINE CONTINUOUSLY SHEATHED maximum 16'1 (for•$/y2'thick sheathing) STRUCTURAL FIBERBOARD Fgalvanized roofing nails or 8dcommon Stud Spacin (2h" long X 0.151"dia)nails FOR 51: 1 INCH = 25.4 mm, I FOOT = 504.8mm, I degree = 0.01"15 rad, I pound per square foot=4?.8 N/M2, 1 mile per hour = 0.44"1 m/s. a. Adhesive, attachment of wall sheathing including Method 65, shall not be permitted in Seismic Design Categories G, Do, DI and D2. b. Applies to panels next to garage door opening where supporting gable end wall or roof load only. Shall only be used on one wall of the garage. in Solsmic Design Categories Do, DI, and D2 roof Covering dead load shall not exceed 3 psf. a C. Garage openings adjacent to a Method GS-G panel shall be provided with a header in accordance with Table RbO2.5 (1). A full m height clear opening shall not be permitted to a Method 05-5 panel. aff RETURN d. Method 05-SFB does not apply In 5elsmlC Design Categories Do, Dl , D2. PANEL « e. Method applies to detached one and two-family dwellings in 5elsmiG Design Categories DOthrovgh D2only. 48" MINIMUM BRACED WALL N FIRST BRACED PANEL AT END OF BRACED WALL- LINE *SEE REQUIREMENTS WALL PANEL z # TABLE 8602.10.5 END CONDITION 5 END CONDITION 4 MINIMUM LENGTH OF BRACED WALL PANELS J � _CONTINUOUSLY SHEATHi=D _ METHOD MINIMUM LENGTH RAGED WALL LINE REQUIREMENTS z \� (INCHES) CONTRIBUTING RETURN PANEL, 24"FOR BRACED WALL LINES SHEATHED O r ADJACENT CLEAR WALL HEIGHT LENGTH OPENING HEIGHT (INCHES) WITH WOOD STRUCTURAL PANELS (INCHES) 8 FEET 4 FEET 10 FEET II FEET 12 MET 52"FOR BRACED WALL LINES SHEATHED _ WITH STRUCTURAL FIBERBOARD V a, Gs-WSP t64 24 21 50 55 56 ACTUAL }} O DISTANCE DI 24'FOR BRACED WALL LINES SHEATHED WITH WOOD STRUCTURAL PANELS 1- K 32"FOR BRACED WALL LINES SHEATHED ] H ° WITH STRUCTURAL FIBERBOARD Q D pp�� HOLD-DOWN 800 LBS CAPACITY FASTENED TO THE EDGE O � w DEVIGEI OF THE BRACED WALL PANEL CLOSEST TO (�1 Q TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS Q THE CORNER AND TO THE FOUNDATION OR Q FLOOR FRAMING BELOW V HOLD � o�" o W BEARING WALLS NON-BEARING WALLS DOWN FIRST BRACED DEVICE WALL PANEL MAXIMUM SPACING MAXIMUM 5PACINO WHEN MAXIMUM SPACING WHEN MAXIMUM SPACING WHEN LATERALLY LATERALLY O V LATERALLY WHEN SUPPORTING A 5UPPORTING ONE FLOOR, SUPPORTING TWO FLOORS, END CONDITION 5 STUD SIZE SUPPORTING TWO UNSUPPORTED UNSUPPORTED Q UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS A ROOF-GEILING PLUS A ROOF-GEILING g SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT -----DOUBLE 2X STUD (INCHES) � Q HEIGHT (FEET) OR A HABITABLE ATTIC A55EMBLY OR A HABITABLE A55EMBLY OR A HABITABLE HEIGHT +a (INCHES) 9 (FEET) 12 (FEET) w a o w ASSEMBLY, ONLY (INCHES) ATTIC A55EMBLY (INCHES) ATTIC A55EMBLY (INCHES) - .►- IMPSON PHD5-5D53 DOUBLE 2X STUD I- o • VFL Q 13 - i w- Q IMPSON PHD5-8 �o u II 5/8" THREADED 'u z STEEL RODsn I I ---HOOKED ANCHOR BOLT Q __ MIN 12" PENETRATION F �O 1� 2X4 10 24c I6c 24 10 I6 IMPSON PHD5-SD53 INTO FOUNDATION m O (� 2X6 10 24 24 16 24 20 24 • II USE THREAD ROD, II DRILL AND EPDXY IN FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.8mm HOLD DOWNS BETWEEN �) EX. FOUNDATION U U V m a. LISTED HE16HT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LE55 THAN ONE PER TABLE R6O2.10.5 FLOORS AS REQUIRED AREAS SIDE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED PANEL LENGTH , , I WHERE WALL LINE UP . WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION 8602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. ; ; , , I < W b. SHALL NOT BE USED IN EXTERIOR WALLS i i I I USE CANTILEVER HOLD-DOWN PROVIDE HOLD DOWNS AT G. A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2X4 5TUD5 15 LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO 1 I 1 1 Q 2X6 OR THE 5TUD5 SHALL BE PE51ONEP IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. I I I I WHEN DD NOT ALIGN ALL CORNERS AND BOTH <SIDES OF OPENINGS 6' m FOR PANEL SPLICE (IF OR GREATER IN WIDTH N +4-4-+ '% j '4-4� NEEDED) ADJOINING PANEL o w M I N�/8" WOOD STRUCTURAL----------------- '--------------------- ------ ------ EDOE R 1=- V S SHALL MEET O \\ - --------------- II - -------PfiID BE FASTENED TO 0 D I I I SHEATHING ON ONE -------------------- PANEL -R--- - ---- ----- \ FACE II II COMMON FRAMING Ij" MIN. EDGE � DIFFERENCE 0 0 0 0 0 0 o PER R403.I.b SINGLE POUR ° z o ' ° I ° FOUNDATION ANCHORAGE RIM JOIST NAILED z O * , I I '. PORTION Ul IN5TALLATION X < � za"—L °I �10 / O / \ J / \ i 0I ,•, 11 II L W Z ----- -- - - ---- CHOR Bo SXAT 30" O.GSTEEL . MAX W i / / \ 0 0 0 0 o' MIN EMBEDMENT OF �" Q Z I MIN. 2x4 FRAMING MIN. ° SD COMMON OR GAL\/. BOX CLEAR SPAN m N _ WN/ DOUBLE STUDS REQUIRED ° NAILS ® 6" O.G. AT PANEL SEE PLAo , I?" MAX N N o N N _ EDGES FOR SINOLE STORY 4. �-PANEL LENOTH,� �-PANEL LENGTH' ,PANEL LENGTH' W (2) HOLD-DOWN OR (2) o ° I AND @ 4" INCHES O.G. PANEL Q `� 8.602.10.5 zSTRAP-TYPE ANCHORS PER EDGES FOR THE FIRST OF 2 , '' ° 'r . °• ° a BRACE WALL PANELS WITH CONTINUOUS SHEATHING dTABLE R6O2.10.6.1 (ONE EACH ° ' STORIES a " °` ONE #4 — m N — > ,. ;.. REBAR IN SHOWN FOR CLARITY) STRAP- -- I a IMI ' SHEAR GONE PARTIAL CREDIT FOR BRACED WALL PANELS LE55 THAN 48 TYPE ANCHORS SHALL BE o i I STUD/POST UNDER HEARD AS a. A4 H•. INCHES IN ACTUAL LENGTH K PERMITTED TO BE ATTACHED REQUIRED , .;: ACTUAL LENGTH OF GONTRIBUTIN6 LENGTH OF BRACED WALL PANEL (INGHES)a w OVER THE WOOD STRUCTURAL `. °' 8D COMMON OR GAL\/. BOX 51m son Stron Tie BRACED WALL PANEL � PANEL `�`�_ ° " STHDI4RJ g Q (INCHES) 8- FOOT WALL HE16HT 4- FOOT WALL HE16HT --- - - NAILS ® 12 O.G. AT USE SIMP50N Z-MAX OR HDC, CONNECTORS Uj 0 0, TO INCREASE CORROSION RE515TANCE 48 48 48 PANEL MUST BE ATTACHED TO INTERIOR SUPPORTS FOR ALL HARDWARE IN CONNECTION z >• M 42 36 36 CONCRETE FOOTING OR ° ° W/ ACG LUMBER. 0 11 J 36 21 N/A CONCRETE FOUNDATION WALL DOUBLE 2x STU U_ �- a - LINEAR INTERPOLATION SHALL BE PERMITTED CONTINUOUS OVER BRACED WALL ° MIN. REINFORGINS OF 51MP50N PHD5-5D5 LINE FOUNDATION- ONE #4 REBAR 4k� 8602.10.6.1TOP AND BOTTOM. LAP THREADED ROD ANCHOR BOLT .o " • MINIMUM HOLD-DOWN FORGES FOR METHOD ABW BRAZED WALL o 0 0 0 o MIN. 12 PENETRATION O n/ PANELS ° , I I 11 l l.a BARS 15" MINIMUM INTO FOUNDATION JL SEISMIC, DE510NHOLD-DOWN FORGE (POUNDS) - DRILL AND EPDXY INTO EX NAILED a— ,I „ , a PORTION �-- GATEC AND WIND HEIGHT OF BRACE WALL PANEL �• I II u I t' ° v — lu lu SPEED 5UPPORTINO/ STORIES `' ii• ai i • • 8 FEET 4 FEET 10 FEET II FEET 12 FEET SDG ABAND G ° n d• it • . II Q O ONE STORY 1,800 1,800 1,800 2,000 2,000 `�. di ° ° .a Al ii •d ULTIMATE DESIGN WIND II ' I II•° SPEED < 140 MPH FIRST OF TWO STORIES 5Aoo 5,000 5,000 3,300 51600 ` • uI e a 6 ° ° MINIMUM FOOTING SIZE ° }- SDG Ao,B IAND G 2 ONE STORY 1,600 1,800 1,800 NP NP d a° ;, I' UNDER OPENING IS 12"x12". A a v CL;ARISFAN !� ULTIMATE DE5161�1 WIND � iJ SPEED < 140 MPH FIRST OF TWO 5TORIF-5 5,000 5,000 5,000 NP NP TURNED-DOWN SLAB SHALL W FOR 51: 1 INCH = 25.4 MM, I FOOT = 304.8 MM, I POUND = 4.45 N, I MILE PER HOUR = 0.441 M/5 (2) y2 DIAMETER ANCHOR BOLTS II ° a' NP = NOT PERMITTED LOCATED BETWEEN 6" AND 12" OF OPENINGS BE TED AT DOOR p a' :. �:• ° O O EACH END OF THE SEGMENT TABLE R602.7(I) v °. A*" ONE #4 0 J-I--1 e. a IMI SHEAR CONE GIRDER SPANS AND HEADERREBAR IN 5PANV FOR E;C9�ERIOR BEARING CIL WALLS a.SPANS ARE 61VEN IN FEET AND INCHESON CENTER SHALL BE APPLIED WITH ° PANEL 5TRENGTH AXIS PERPENDICULAR TO SUPPORT. �j }� J� a I,�I 61RDERS AND GROUND SNOW LOAD( f) b.NO.I OR BETTER GRADE LUMBER SHALL BE USED FOR SOUTHERN PINE. METHOP l- 5 `i— ALTERNATE BRA(ZP HALL. FANEL. Simpson Strong-Tie m IX 30 OTHER TABULATED VALUES ASSUME*2 GRADE LUMBER STHD 14RJ ly N HEADERS SIZE BUILDING WIDTH (FEET) c•BUILDING WIDTFf IS MEASURED PERPENDICULAR TO THE RIDGE.FOR WIDTHS TAIL S602.10.6.1 fi�01� 2020 I .fi�.�.G. lu ED SUPPORTING BETWEEN THOSE SHOWN,SPANS ARE PERMITTED TO BE INTERPOLATED 20 28 56 d.NJ- NUMBER OF JACK STUDS REQUIRED TO SUPPORT EACH END.WHERE THE5THD14RJ I N PAN NJd SPAN NJGI SPAN NJd NUMBER OF JACK STUDS EQUALS ONE,THE HEADER PERMITTED TO BE I Z I-2x12 6'-11" I 5'-11" 2 V-5" 2 SUPPORTED BY AN APPROVED FRAMING ANCHOR ATTACHED TO THE FULL N (I Z ROOF AND 2-2x12 4'-4" 1 8'-5" 2 ?'-6" 2 4 IGHT WALL STUD TO HEADER GEILIN6 3-2x12 12'-2 2 10'-1 2 4'�" 2 E.USE 30 psf GROUND SNOW LOAD FOR GASES IN WHICH 6ROUND SNOW Q N Z LOAD IS LESS THAN 30 psf AND THE ROOF LIVE LOAD 15 EQUAL TO OR LESS 2 LU HOLD DONN FOR BRACE MALLS DETAIL W ' z 4-2x12 14'-I" I 12-2' 2 10-II 2 THAN 20 psf FOR 51, 1 Inch = 25.4 mm, I POUND PER 50.FT. • 0.474 kPa -1 SCALE: N.T.S. O v 77:— fx- HURRICANE ANCHORS MANUFACTURED BY , SIMPSON 5TRON6-TIE CONNECTORS MODEL No. H2.5A OR APPROVED EQUIVALENT AT EVERY HURRICANE ANCHORS MANUFACTURED BY 7A R C H RAFTER TO PLATE CONNECTION BOTH SIDES WHEN USP CONNECTORS MODEL No. TMU26,TMU210 TODD O'CONNELL OR APPROVED EQUIVALENT AT EVERY ARCHITECT P.C. ETERS DO NOT ALIGN WITH STUDS RAFTER TO RIDGE CONNECTION WHEN WALL STUDS ® I6" O.G. RAFTERS DO NOT AL16N TODD O'CONNELL, AIA HURRICANE ANCHORS MANUFACTURED BY 1200 Veterans Memorial Highway USP CONNECTORS MODEL No. 5T22 Suite 120 51MP50N 5TRONG-TIE CONNECTOR I6 6a. COIL STRAPPING MANUFACTURED OR APPROVED EQUIVALENT AT EVERY OF RAFTERS Hauppauge,NY 11788 DL. #H-1Z TO BE USED WHEN BY 51MP50N STRONG-TIE CONNECTORS RAFTER TO RIDGE CONNECTION RAFTER ALIGNS WITH STUD MODEL No. 0516 OR APPROVED EQUIVALENT WHEN RAFTERS ALIGN P(631)650-6666 USE A MINIMUM OF THO 8d j •°• • �� F(631)650-6667 NAILS THIS 51DE WITH A TOTAL OF FOUR INTO RAFTS I BOTTOM PLAlooR 0`6 C(516)658-0325 1 I O ' RIM JOIST I l � I V,+SA+T++S�fFi(`f.�i(it?a,;r,Crlii ROOF RAFTER DOUBLE TOP PLA I I i STUD PLATE TIES MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS MODEL No. R5P4 I OR APPROVED EQUIVALENT AT EVERY STUD SUB FLOOR � 1 TO PLATE CONNECTION WHEN RAFTERS DO NOT ALIGN WITH STUD FLOOR JOIST � 1 STUDS ® 16" O.G. fi�l I7C STS ° 16 6a. COIL 5TRAPPIN6 MANUFACTURED ° TWO 5d NAILS BY 51MP50N 5TRON6-TIE GONNEGTOR5 1Jn NOTE' INTO PLATES MODEL No. 0516 OR APPROVED EQUIVALENT ALL STRAPPING TO BE INSTALLED AS PER MANUFACTURES lt— IGHT 56 NAILS SPECIFICATIONS AND NY5 CODE (V INTO STUDS WALL STUDS m 1611 O.G. 0 CA2ZNo. STRAFFIN DETAIL. HURRICANE TIES MANUFACTURED BY v „ - L.00fi� STi� i�'�11�1C l� T IL. SIMPSON STRONG-TIE CONNECTORS MODEL5GALE: 5/4 I -05GALE: 3/4" = I'-O" H2.5 OR APPROVED EQUIVALENT AT EVERY O � RAFTER TO BEAM CONNECTION BOTH SIDE USE SIMPSON Z-MAX OR HD6 CONNECTORS Z TO INCREASE CORROSION RESISTANCE x\ FOR ALL HARDWARE IN CONNECTION W/AGQ LUMBER. g w WALL STUDS ® 16" O.G. PROVIDE HOLD DOWNS AT Ij" MIN. EDGE � ALL CORNERS AND BDIFFERENCE �o HOF OTH _ 6 51DE5 OF OPENIN05 ' �' $ 3 S OR GREATER IN W I DTH RooF RAFTER ltug�w VQ � N p POST GAP MANUFACTURED BY SIMPSON p o 0 W DOUBLE 2X STU 5TRON6-TIE CONNECTORS MODEL No. BG52-3/6 �_ ► V 4" OR APPROVED EQUIVALENT INSTALLED Q *� IV '� v 5/8"(PxI2" STEEL ANCHOR ° : A5 PER MANUFACTURES SPECIFICATIONS } s S►� �i = cS BOTTOM PLATE �� SIMPSON HDU5-50`52. BOLTS AT 3-O O.G. MAX. RIM JOIST MIN EMBEDMENT OF 7" BEA �'ma SEE PLAN DECORATIVE COLUMN COVER U J ik II 6x6 GOLU � ' LL�� QW SUB FLOOR NOTE: COLUMN BAB < m ALL STRAPPING TO BE FLOOR JOIST INSTALLED A5 PER MANUFACTURES ' T~ ��qT6 o z SILL PLA SPECIFICATIONS AND NYS GODS I6 6a. STRAP TIES MANUFACTURED K TERMITE SHIEL BY SIMPSON 5T'RONG-TIE CONNECTORS II d ° p FOUNDATION WALL MODEL No. GSIb OR APPROVED EQUIVALENT. j STRAP TO HAVE MIN. 12" BEARING ON THE STUD •, Ij•. AND WRAP UNDER SILL PLATE AT FOUNDATION. + II "x3"A" 5TL. BEARING PLATE MANUFACTURED BY SIMPSON 5TRON6-TIE CONNECTORS MODEL No. v LBPe6 OR APPROVED EQUIVALENT LUv 5 NGOi� �OL.T I7T I L. IGAL /8„xl2 HOOKED ANCHOR BOLT P. GONG. SLA - a 5'-0” O.G. - )^V7" MIN. EMBEDMENT INTO CONCRETE �/8" THREADED STEEL RO - WITHIN 6-12" OF EACH END OF PLATE a SIMPSON HDU5-5D52. p In 1=OU1�L� T101�1 STi� fi�P 11�C DETAIL COLUMN BASE MANUFACTURED EL aLU 1111 DOUBLE 2X STU No. 0506b-SD52 INSTALLED0 STRONG-TIE MODEL (�j O j „ _ , „ No AS PER MANUFACTURERS v d SCALE: 5/4 I -O 5IMP50N HDU5-50`52. SPECIFICATIONS OR APPROVED `O aOr UIVALENT IL WHEN NOT ALIGNED WITH RAFTER, EQa Z CONNECT KING STUDS TO TOP PLATE, HOOKED ANCHOR BOLT IL W O SEE ROOF STRAPPING DETAIL WRAP V4" GALS. 20 6A. COIL STRAP MIN. 12" PENETRATIONO s P. GONG. CHEEK WALL Z Z z VER TOP OF TOP PLATE d NAIL W J INTO FOUNDATION USE 51MP50N Z-MAX OR HD6 CONNECTORS O 4 ROOF FRAMING s TO INCREASE CORROSION RESISTANCE F- FOR ALL /D RECG MIBNERONNEGTION PORCH ST i� '11�1C DETAIL o x- z 0 SCALE: 3/4" = I'-O° 4 U- v z PROVIDE HOLD DOWNS AT N " (� CRIPPLE ALL CORNERS AND BOTH Q N N II SIDES OF OPENINGS 6 IN " ZOR GREATER IN WIDTH m N p N STUDS DOUBLE TOP PLATE I O tF — m " — OUBLE 2X STUD U I Z —HEADER i � U IMP50N HDU5-5D52.5 tu `> JACK `-' STUD IIm _ FULL LENGTH tu �M WALL STUDS II � ,1 , FRAMED OPENING FOR NEW v II (� WINDOW OR EXTERIOR DOOR °a . I 1-1 II MINN 1 122"" ANCHOR BOLT PENETRATION — o u INTO FOUNDATION ,n USE 51MP50N Z-MAX OR HDG CONNECTORS 4 v , Z TO INCREASE CORROSION RESISTANCE a tu FOR ALL HARDWARE IN CONNECTION 0 / lu Z W/ ACG LUMBER. 1- E—lu Q13 <::) STfiz �'I+'11�C TAT I L1�GOfiZ �30L.T I7T I L. NIN Z )— O O � \ - _7I- - - TT - - -1 -17 NOTE: tu V I I I UPLIFT CONNECTION 15 REQUIRED �— NO UPLIFTNEGTORS AT EACH END OF THE HEADER AND AT REQUIRED T TO CONNECTORS AT WALL STUDS AND G�H 5 AREA BOTTOM OF HEADER STUDS IN ADDITION AT TOP AND BOTTOM OF CRIPPLES. O ,;, z � � 6 Co. STRAP TIES MANUFACTURED ry O m BY 51MP50N STRONG-TIE CONNEGTOR5 USE 51MP50N Z-MAX OR HD6 CONNECTORS ci 15 MODEL No. CSIb OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION Z AND WRAP UNDER SILL PLATE AT FOUNDATION. W/ AGQ LUMBER. O lu 11 r CONNE—GTOR DETAIL. 50ALE: 5/4" = I'-0" p < v i R g t CONTINUOUS BEAD AliCli..IT OF SEALANT ECpT5" TODD O'CONNELL MANUFACTUREDARCHITECT P.C.THIN-PROFILE - VENTED AIR SPACE --EXISTING ATTIC, VENTILATION BAFFLE / FLOOR ASSEMBLY (FULL WIDTH ,,—ATTIC, INSULAITON )V P1101D TODD O'CONNELL, AIA INSULATION TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION 1200 Veterans Memorial Highway Suite 120 CONTINUOUS MINIMAL PTIONAL TY INSULATION ELEVATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA Hauppauge,NY 11788 EXPANDING FOAM AT D'' A CONTINUOUS AIR BARRIER SHALL BE INSTALLED p(631)650-6666 WINDOW PERIMETER XPANDIN6 FOAM AROUND THE PERIMETER OF LOOSELY IN THE BUILDING ENVELOPE SECTION OUT RI61D INSULATION ONTINUOUS BEAD GENERAL REQUIREMENT5 THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR- PERMEABLE INSULATION SHALL NOT BE USED AS F(631)650-6667 OF SEALANT CONTINUOUS AIR BARRIER A SEALING MATERIAL C(516)658-0325 EILIN6 GYPSUM BOARD " RIGID INSULATION BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE AS AIR BARRIER EXI5TIN6 BAND J015T INSULATION SEALED ONTINUOUS BEAD RETROFIT WITH I I/2'R161D INSULATION XTERIOR INSULATED i-.INDOW UNIT A5 OF SEALANT WALL THE AIR BARRIER IN ANY DROPPED GEILIN6/5OFFIT AIR BARRIER ONTINUOUS BEAD q-00300 Scaler3/4" . r-0' GEILIN6 / ATTIC SHALL BE ALIGNED WITH THE INSULATION AND ANY THE INSULATION IN ANY DROPPED GEILIN6/SOFFIT * OF SEALANT THIN-PROFILE ATTIC EAVE BAFFLE AND VENT 6AP5 IN THE AIR BARRIER SHALL BE SEALED SHALL BE ALIGNED WITH THE AIR BARRIER AGGE55 OPENIN55, DROP DOWN 5TAIR5 OR KNEE CONTINUOUS MINIMAL WALL DOORS TO UNCONDITIONED ATTICS SPACES EXPANDING FOAM AT ONTINUOU5 MINIMAL 5-010041S-,ole-5/4" - I'-O" SHALL BE SEALED WINDOW PERIMETER EXPANDING FOAM AT WINDOW PERIMETER THE JUNCTION OF FOUNDATION AND SILL PLATE TO GAVITIE5 WITHIN GORNER5 AND HEADERS OF FRAME BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILING THE i/ CONTINUOUS BEAD " GYPSUM BOARD ANUFAGTURED RECESSED LIGHT WALL5 THE JUNCTION OF TOP PLATE AND THE TOP OF CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE : X4 BLOCKING ENCLOSURE EXTERIOR WALLS TO BE SEALED OF R-5 PER INCH MINIMUM F SEALANT ATTIC INSULATION EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED r ADHESIVE H BEAD EILIN6 JOISTS KNEE WALL5 SHALL BE SEALED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT ONTINUOUS O AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER OONTINUOUS BEAD —WINDOW UNIT AS F SEALANT AIR BARRIER NSULATED EXTERIOR WINDOWS, SKYLIGHTS, AND DOORS THE SPACE BETWEEN WINDOW/DOOR JAMBS AND WALL- FRAMING, AND SKYLICHT5 AND FRAMING SHALL BE CONTINUOUS MINIMAL --EXTERIOR WALL SEALED m EXPANDING FOAM AT 5HEATHIN6 XPANDIN6 FOAM SEALANT �. WINDOW PERIMETER AT PERIMETER r 2-STUD CORNEITH Ix4 BACKER NTIALANT BEAD RIM JOIST R Wof SEALANRIM JOIST SHALL INCLUDE THE AIR BARRIER RIM J015T SHALL BE INSULATED N CONTINUOUS BEAD YWALL GEILIN6 FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED Z 0 F SEALANT 5-00006 scaler3/4" ■ I'-0• RECESSED L16HT FIXTURE FLOORS (INGLUDIN6 ABOVE 6ARA6E5 4 THE AIR BARRIER SHALL BE INSTALLED AT ANY TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE Q CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION OF 5UBFLOOR DEGKIN6, OR FLOOR FRAMING CAVITY F- — p --CONTINUOUS BEAD INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH —� ONTINUOUS BEAD OF ADHESIVE ° OF SEALANT AIR 5EALING AT RECM5ED LIeMTN5 IN ATTIC THE TOP SIDE OF 5HEATHIN6, OR CONTINUOUS INSULATION 0 ONTINUOUS BEAD INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND ONTINUOUS SILL SEALER OF SEALANT EXTENDS FROM THE BOTTOM TO THE TOP OF ALL v Z -FULL WIDTH OF MUDSILL ONTINUOUS BEAD 502041 Scale: 3/4" ■ I'-O' PERIMETER FLOOR FRAMING MEMBERS OF ADHESIVE OUNDATION WALL ONTINUOU5 BEAD CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL SPACES TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, AS AIR BARRIER OF SEALANT BE COVERED WITH A GLASS I VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE WITH OVERLAPPING JOINTS TAPED CRAWL SPACE WALLS p ONGRETE SLAB AS �4 Win 00 n AIR BARRIER SHAFTS / DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE Q—FLOOR ASSEMBLY LOCKING AS REQUIRED PENETRATIONS SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED SPACE TO BE SEALED O Q O YPSUM BOARD BOX lug,g u, [A CONTINUOUS BEAD BATTS IN NARROW CAVITIES SHALL BE OUT TO FIT, OR p Z a_�N ONTINUOU5 BEAD ENCLOSURE NARROW CAVITIES s F SEALANT NARROW GAVITIE5 SHALL BE FILLED BY INSULATION THAT �' Q9� � D ° OF SEALANT 04 o W •a ATTIC INSULATION ON INSTALLATION READILY CONFORMS TO THE AVAILABLE � o CAVITY SPACE ITH�� �� P V a ONTINUOUS BEAD GEILIN6 JOI5T GARAGE SEPARATION AIR SEAL BETWEEN 6ARA&E AND CONDITIONED o V �OF SEALANT SPACE IMM} ~ V OO NTERIOR 6YM5UM hx RECESSED LIGHT FIXTURES INSTALLED IN THE RECE55ED LIGHT FIXTURES INSTALLED IN THE WALLBOARD AS BARRIER RECESSED LIGHTING BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILMINLDING THERMAL ENVELOPE SHALL BE SEALED <~ B OONOEPTUAL AIR SEALINO 57RATEOY // OONOEPTUAL AIR SEALING STRATEGY // CONCEPTUG W AL AIR SEALINSTRATEGY TO THE DRYWALL AIR TIGHT AND IG RATED g ° m LONER WALL. SECTION UPPER WALL 5EOTION AT UPPER FLOOR BAND J0I5T rizm IL �— L TT INSULATION SHALL BE OUT NEATLY TO FIT PLUMBING AND WIRING BA 5-02011 scalers/4" • I'-0" AROUND WIRING AND PLUMBING IN EXTERIOR XPANDIN6 FOAM SEALANT WALLS, OR INSULATION THAT ON INSTALLATION � m 4 AT PERIMETER �Ou O '�*� Q V 5-02002 SGQIe:3/411 = I '-O" 5-02003 SGQIe:3/4" = I�-O�� ONTINUOUS BEAD OF READILY CONFORMS TO AVAILABLE SPACE SHALL �iK� �p � � SEALANT EXTEND BEHIND PIPING AND WIRING F M o m RYWALL CEILING THE AIR BARRIER INSTALLED AT EXTERIOR WALLS _p o°< z [A GYPSUM BOARD SHOWER/TUB ON EXTERIOR WALL EXTERIOR WALLS ADJACENT TO SHOWERS AND � �� GESSED LIGHT FIXTURE ADJACENT TO SHOWERS AND TUBS SHALL ~ Z 2) LAYERS 2 RIGID INSULATION SEPARATE THEM FROM THE SHOWERS AND TUBS TUBS SHALL BE INSULATED INSTALL I" RIGID INSULATION INSTALLED DURING FRAMING GUT TO FIT BETWEEN THE ELECTRICAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND RAFTERS FROM SEAL BOTH AIR SEALING AT RECESSED LI6M%IN ATTIC, EXTERIOR WALLSELECTRICAL OR G0MMUNI OATION BOXES OR o o Q I" RIGID INSULATION SIDES ALONG RAFTER WITH AIR-SEAL BOXES SHALL BE INSTALLED ROUGH OUT AROUND EXPANDING FOAM SEALANT. 5-02040 Scale:3/4' • 1'-0" VENTILATION CHUTE MAINTAIN EQUAL VENT SPACE HVAC RESISTER HVAC, REGISTER BOOTS THAT PENETRATE BUILDING In -AIR SEAL PERIMETER VENTILATION CHUTE FOR LENGTH OF RIGID INSULATION NSULATED EXTERIOR BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE V V -7 v WITH EXPANDING ATTIC, INSULATION WALL 5UBFLOOR OR DRYWALL FOAM SEALANT XTERIOR WALL WHEN REQUIRED TO BE SEALED, CONGEALED FIRE INSTALL I" RI61D INSULATION 5HEATHIN6 CONGEALED SPRINKLERS SPRINKLERS SHALL ONLY BE SEALED IN A MANNER W ZL VERTICALLY TO CONNECT INSULATING 5HEATHIN6 TO R151D 3-STUD CORNER WITH RI61D INSULATION THAT IS RECOMMENDED BY THE MANUFACTURER. _ O INSULATION BAFFLE. CAULKING OR OTHER ADHESIVE SEALANTS SHALL FOAM SEAL BOTH JOINT 5-0oo0-1 5cale:5/4" • 1'-0" NOT BE USED TO FILL VOIDS BETWEEN FIRE SPRINKLER COVER PLATES AND WALL5 OR to INTINUOUS BEAD GE I L I N65 Q (� W OF SEALANT " R161D INSULATION ONTINUOU5 BEAD J O OF SEALANT I I P O O XTERIOR INSULATED " RI61D INSULATION WALL OVIDE BLOCKING AT O XTERIOR INSULATED STUD CAVITY AT 5HOWER Q- O WALL AT EXTERIOR WALL U IL O NTINUOUS BEAD OF I- O O v NSTALL INTERIOR 5HEATHIN6 MATERIALS R-VALUES z I"RI61D INSULATION A5 ATTIC EAVE BAFFLE GUT I'EXTERIOR INSULATION 5HEATHIN6 AS SEALANT PRIOR TO INSTALLATION OF X Q AROUND MANUFACTURED VENT ATTIC EAVE BAFFLE AND VENT PREFAB FIREPLACE UNIT EMENT BAGKERBOARD MATERIAL R-VALUE 0 p 5-01006 15r,010:5/4" . I'-0" 5-01005 5001er3/4' . I'-0" 41:PREFABS TUB SURROUND FIN15H LU O w� ZO O TILE SURROUND FINISH FIREPLACE TUB UNIT 4 IL IY U Z EMENT BAGKERBOARD UNIT BUILDING BOARD NSTALL I" RIGID INSULATION STUB SURROUND m N AT BOTH HORIZONTAL AND NSULATED PROVIDE BLOCKING AT BEYOND GYPSUM WALL BOARD a'2") 0.45 N ry ry �J DRAINAGE PLA VERTICAL POSITIONS NSULATED EXTERIOR EXTERIOR 5TU0 CAVITY AT TUB N STUD WALL STUD WALL AT EXTERIOR WALL NTINUOUS BEAD GYPSUM WALL BOARD (5/g ) 0.5625 m Cl (LEAVE 1"OAP FOR EXPANDING FOAM) ,� (V Cl THIN PROFILE WALL 5HEATHIN6 OF SEALANT ^/ O INSTALL EXPANDING FOAM PLYWOOD V2") 0.62 SEALANT AT INTENTIONAL 6AP5 INSULATED EXTERIOR THIN PROFILE WALL AT I" RIGID INSULATEO ASSEMBLYILOOR STUD WALL 5HEATHIN6 PLYWOOD (5/4") 0.ai4 _ m ry _ y GONTINUOU5 BEAD OF SEALANT AVIT1' INSULATION ONTINUOUS BEAD OF ONTINUOUS BEAD OF SEALANT MINIMUM �" DRIP 5ELANT SIDING ANUF. SHOWER I" RIGID IN5ULATIO PANALUMINUM/ VINYL SIDING (NOT INSULATED) 0.61 t' ' SOFFIT CLOSU XPAN0IN0 FOAM I-EXPANDING FOAM lu --WOOD FLOOR ASSEMBLY-- ALUMINUM/ VINYL S I D I N6 V2" INSULATION) 1.80 � l ` ju OD FRAME FLOOR 1 �J ASSEMBLY V OOP FRAME FLOORING .• :••• INSULATED CANTILEVER FLOOR// •a ��• FLOOR ASSEMBLY HARDWOOD FLOORING (3/4") 0.68 7- iv \1 n CAVITY INSULATION WITH 1'R161D INSULATION CLOSURE — �— 5-01014 scale:3/q" , l:-0 +1& .(1 AIR SEALING BEHIND SHOWER WITH AIR SEALING AT PLATFORM FOR MANUFACTURED AIR SEALING BEHIND TUB WTILE 0.05 ITH V 1 THIN-PROFILE 5HEATHIN6 FIREPLACE ASSEMBLY THIN-PROFILE 51-EATHIN6//SECTION CARPET WITH FIBER PAD 2.08 Z tu (� ATTIC INSULATION 5-01001 Scalor3/4" ■ I'-0" 5-01012 5cator3/4" = I'-0' !— 5-01004 Scale,5/4" ■ r-o" CARPET WITH RUBBER PAD 1.23 LU EILIN6 FRAMING FLOOR GRILLE AIR SPACE a2" UP TO 4") 1.00 EATH INTERIOR OF LOOR DUCT BOOT ^Q < (n " RIGID ATTIC AGGE55 TO ONTINUOUS BEAD OF LEGTRIGAL WIRE t� 1 K v INSULATION +I" OF INSULATION SEALANT V LEVEL PLUMBING PIPE B FLOOR TOP PLATE ROOFING 1-�RAN GGE55 PANEL ASPHALT SHINGLES LU AGGE55 PANEL TOP PLA } 0.44 � l \ SNUG WITH PERIMETER EXPANDING FOAM '-INSULATED FLEXIBLE DUCT XPANDING FOAM WOOD SHINGLES O.q 1 50RENS TIE AT INNER LINER SEALANT O O TRIM AS REQUIRED SEALANT ASTIG AT INNER LINER L STUD t tO INISH 6EILIN6 WALLS TIE AT OUTER LINER DOORS 0 —L 1 z WOOD, SOLID GORE (1 5/4") 2.17 v 3: INSULATED METAL DOOR (2") 15.00 OL AIR SEALING AT ATTIC HATCH//FINISH 51-REW5 AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT DUCT BOOT AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION 5-02022 caters/4' • 1'-0" 5-01023 5cale8/4' = I'-0° 5-01033 Scaler5/4" = 1'-0' 5-01024 Sca1e:5/4" ■ 1'-0" POURED CONCRETE PER 1" 0.08 N Wm O (V Z j N Z Q N Q z O Q Q GENERAL CONDITIONS UNLESS OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2020 NYSEGG -AIR LEAKAGE: f. CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE 51ZE INSTALLED AS PER SECTION R905.2 -JOINTS, PENETRATIONS, AND ALL 2020 EGG OF NEW YORK STATE: MINIMUM DESIGN DEAD LOADS' A5 PER ASCE CONSTRUCTION, AIA D000MENT-201 TO BE A5 INDICATED ON DRAWINGS. OF THE NEW YORK STATE RESIDENTIAL OTHER SUCH OPENINGS IN THE R401.3: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE 7-16 - CHAPTER 3 TABLE 03.1 4/87 SHALL APPLY. THE: CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR CODE ALL SLOPED ROOF 5HINGLE5 BUILDINGS ENVELOPE THAT ARE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN LOAD SHALL OBTAIN CERTIFICATE OFWITH 6" DUCT AND DAMPER EACH SIDE SHALL BE GAF-GLA55-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE (psf) THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE COMPONENT ° OCCUPANCY. SUBSTITUTIONS SHOULD FOR A TOTAL RECOVERY CAPACITY ROOF SHINGLES OR APPROVED SEALED. BUILDING. NOT BE MADE WITHOUT WRITTEN OF 150 GFM MIN. MAINTAIN MAXIMUM EQUAL. SHINGLES SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IG T000 I T E C T Eu- G E I L I N G 5 � j_A�RCHITECT P.C. AUTHORIZATION BY THE ARCHITECT. 8402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL BE �IT""� 20 CFM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO ACOUSTICAL FIBER BOARD 1.0 THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS, OR TYPE IG OR NON-IC WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO GYPSUM BOARD (per � INCH thickness) 0.55 TODD O'CONNELL, AIA REASONABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, RATED INSTALLED INSIDE AN THE INSULATION ON THE 5URROUNDIN6 SURFACES. (I/2 INCHES) (2.2) AT THE COMPLETION OF WORK, THE DOORS TO CONFORM TO THE 2020 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY (2."15) 1200 Veterans Memorial Highway CONTRACTOR SHALL REMOVE ALL NYSEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5" CLEARANCE FROM 8402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE (5/8 INCHES) Suite 120 WASTE MATERIALS, TOOLS, RUBBISH, LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NECESSARY FOR A COMBUSTIBLE MATERIALS AND 3" CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 3 AIR CHANGES PER MECHANICAL DUCT ALLOWANCE 4.0 Hauppauge,NY 11788 ETC., GLEAN GLASS AND LEAVE WORK 8" FIREPLACE WALL THICKNESS WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION HOUR. 51,15PENDED STEEL CHANNEL SYSTEM 2.0 BROOM GLEAN UNLESS OTHERWISE 4" NON COMBUSTIBLE FIRE STOPPING ROOFING IS TO BE APPLIED IN STRICT P (631) 650-6666 8402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING WOOD FURRING SUSPENSION SYSTEM 2.5 F(631)650-6667 SPECIFIED. THE CONTRACTOR SHALL BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH C(516)658-0325 CARRY WORKMAN'S COMPENSATION CONSTRUCTION. MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY G O V E R I N G 5, ROOF, AND WALL nh " ALL SHALL COMPLY WITH STATE AND FOUNDATION WATERPROOFING SAMPLES OF THE 5HINOLF-5 FOR GEILIN05, WALLS, AND FLOORS. CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL ASPHALT SHINGLES 2.0 ; LOCAL CODES AND ORDINANCES. THE INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL, PRIOR TO COMPONENTS AND VERIFY COMPLIANCE. CONTRACTOR SHOULD FULLY MATERIALS IDENTIFICATION: GYPSUM SHEATHING, I/2-In. 2.0 FIBERGLA55 MASTIC. (FED. SPEC.. INSTALLATION. : T R402.4.1.2ESTING - BUILDING OR DWELLING UNIT SHALL BE GUARANTEE HIS WORK AND THE WORK 5.5.C. 153 TYPE-1) MEMBRANE TO BE -MATERIALS AND EQUIPMENT MUST BE INSULATION, ROOF BOARDS (per Inch thickness) OF HIS SUBCONTRACTORS FOR A CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE TESTED AND VERIFIED AS HAVING < 3 ACH50 IN GZ4A, 5, AGA. FIBERBOARD PERIOD OF ONE YEAR AFTER TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. PERLITE 1.5 COMPLETION OF THE PROJECT UNLE55 FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALL5 AND ROOFS MANUFACTURER'S INSTALLATION POLYSTYRENE FOAM O 2 ISE SPECIFIED. ALL WORK EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL INSTRUCTIONS. R402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING URETHANE WITH FOAM FOAM 0.5 OTHERW SHALL 15 PERFORMED IN FACED FIBERGLA55 BATT INSULATION -MATERIALS AND EQUIPMENT MUST BY JOHN MANVILLE OR APPROVED IDENTIFIED SO THAT THE COMPLIANCE FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. PLYWOOD (per I/8-In. THICKNESS) 0.4 ACCORDANCE WITH GOOD BUILDING FIRE BLOCKING EQUAL, FOIL TO BE PLACED TOWARD CAN BE DETERMINED. EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND RIGID INSULATION, 1/2-In. 0.75 PRACTICES. THE CONTRACTOR SHALL FIRE BLOCKING SHALL BE PROVIDED, WARM SIDE. PROVIDE II/2" RIGID -MANUFACTURER MANUALS FOR ALL EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE SKYLIGHT, METAL FRAME, i" WIRE GLA55 8.0 INDEMNIFY AND HOLD HARMLESS THE AS PER SECTION R502.13 OF THE FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING OWNER, ARCHITECT, AND THEIR RESIDENTIAL GODS OF NEW YORK FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER 8403.3.2: DUCT SEALING - DUCTS, AIR HANDLERS, AND FILTER WOOD SHEATHING (PER INCH THICKNESS) 3.0 AGENTS AND EMPLOYEES FROM AND STATE, TO GUT OFF ALL CONGEALED TO 6"BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE BOXES SHALL BE SEALED. WATERPROOFING MEMBRANE AGAINST ALL CLAIMS, DAMAGES, DRAFT OPENINGS (BOTH VERTICALBITUMINOU5, SMOOTH SURFACE 1.5 OTHERWISE SPECIFIED. GORE SHOULD PROVIDED. 7 LOSES AND EXPENSES, INCLUDING AND HORIZONTAL). BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING R403.3.3: DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0. ATTORNEYS FEES ARISING OUT OF OR PROVIDE FIRE BLOCKING IN FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY DETERMINE AIR LEAKAGE. FLOOR F I LL RESULTING FROM THE PERFORMANCE CONGEALED SPACES OF STUD WALLS MARKED ON THE BUILDING PLANS OR EXCEPTION: DUCT LEAKAGE TEST IS NOT REQUIRED WHERE OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN LE16HT WEIGHT CONCRETE, PER INCH 8.0 CLASS WINDOWS AND DOORS SPECIFICATIONS. tT SUCH CLAIM, DAMAGE, 1-055 OR SPACES AT THE CEILING AND FLOOR TO BE INSTALLED AS PER SECTION THE BUILDING THERMAL ENVELOPE. SAND, PER INCH 8.0 N EXPENSE (A) 15 ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL R505 OF THE RESIDENTIAL CODE OF DUCT INSULATION: BODILY INJURY, SICKNESS, DISEASE FURRED SPACES SHALL ALSO BE FIRE NYS. ALL GLA55 15 TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED 8403.3.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR STONE CONCRETE, PER INCH 12.0 Z O OR DEATH OR TO INJURY TO OR BLOCKED AT INTERVALS NOT LOW-E UNLESS OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING PLENUMS FLOORS AND FLOOR FINISHES DESTRUCTION OF TANGIBLE PROPERTY EXCEEDING 10 FEET. GLASS SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-8. CERAMIC OR QUARRY TILE (3/4-in) ~ (OTHER THAN THE WORK. ITSELF INSTALL GLA55 UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED 8403.4: MECHANICAL SYSTEM PIPING INSULATION - CARRYING ON 1/2-In. MORTAR BED 16.0 j J INCLUDING THE LOSS OR USE PLUMBING CLEARANCES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING FLUIDS >105°F OR <55(7 INSULATE TO R-3 MIN. z RESULTING THERE FROM). (B) 15 CONTRACTOR SHALL INSTALL WATER SLIDING GLA55 DOORS, SKYLIGHTS MUST BE INSULATED TO R-4. CERAMIC, OR OUARRY TILE (3/4-in) 230 O } SUPPLY AND SANITARY SYSTEM AS R403b: MECHANICAL VENTILATION - THE BUILDING SHALL BE ON I-in. MORTAR BED 0 CAUSED IN WHOLE OR IN PART BY ANY OND/OR WINDOWS AS REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED Z NEGLIGENT ACT OR CM155ION OF THE INDICATED. PROVIDE HOT AND GOLD CODE, SHALL BE INSULATED SPACES MUST BE INSULATED TO R-8. PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF CONCRETE FILL FINI5H (PER INCH THICKNESS). 1.0 CONTRACTOR, ANY SUBCONTRACTOR, SHUT-OFF VALVES AT ALL FIXTURES. TEMPERED GLASS. ALL GLASS DOORS -RETURN DUCTS IN UNCONDITIONED 2020 NYS RESIDENTIAL GODS ANYONE DIRECTLY OR INDIRECTLY ALL WATER PIPING TO HAVEHARDWOOD FLOORING, -7/-7-In. 4.o CLEANOUT5 AT ALL CHANGES OF AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUST THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER EMPLOYED BY ANY OF THEM, OR STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. LINOLEUM OR ASPHALT TILE, 1/4-In. I.O o ANYONE FOR WHOSE ACTS ANY OF DIRECTION AND AT BASE OF MANUFACTURES SPECIFICATIONS. ALL -INSULATION 15 NOT REQUIRED ON THAN THEM MAY BE LIABLE �:EOARDLESS VERTICAL WASTES. USE 4" CAST IRON WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. 0.01 X GFA + 15 X (# OF BEDROOMS + 1) MARBLE AND MORTAR ON STONE-CONCRETE FILL 33.0 un �4 a 'AGFA = CONDITIONED FLOOR AREA SLATE (PER mm THICKNESS) 15.0 °o o`1 OF WHETHER OR NOT IT 15 CAUSED IN THROUGH FOUNDATION WALL PITCHED a PART BY A PARTY INDEMNIFIED MIN. I/8" PER FOOT. TRAP/WASTE SEALED AS PER 2020 NYSEGG REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: SOLID FLAT TILE ON I-in. MORTAR BASE 23.0 2� jE��m HEREUNDER. ALL MATERIALS, SIZES FOR FIXTURES SHALL BE AS PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINTS, SEAMS, AND R403.7: EQUIPMENT SIZING - PER ALGA MANUEL S, BASED ON Fa$,� p tu ASSEMBLIES, AND METHOD OF FOLLOWS: WINDOWS WITHIN A 6" OF ON EXTERIOR CONNECTIONS MUST BE SECURELY LOADS CALCULATED PER AGGA MANUEL J. SUBFLOORIN6, 3/4-In. 3.0 � ° CONSTRUCTION INCLUDING BUT NOT DISH WASHER I I/2" FLOORS WOOD JOIST (no taster) ioz. i0.0. Qz v KITCHEN SINK 1 1/2 SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS, GASKETS, P oz. o.c. - �� 8404.1: LIGHTING - A MINIMUM OF x096 OF PERMANENTLY JOIST SIZES (in) = aw V LIMITED TO FORM-WORK, TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHESIVES), INSTALLED FIXTURES MUST HAVE HIGH-EFFICIENCY LAMPS. 2x6 �b , �5 ) } IMP , ' 0 O BLOCK-WORK, FRAMING, NAILING, LAVATORY 1 1/4" PROVIDE ALL SCREENS AND MOSTIG-PLUS-EMBEDDED-FABRIC, OR PLACING OF CONCRETE:, ETC. ARE TO SHOWER 2" HARDWARE AS REQUIRED. ALL GLA55 TAPES. DUCT TAPE 15 NOT LOW-VOLTAGE LIGHTING EXEMPT � r tz o SUPERVISED BY THE TOILET 3" 2020 RE51DENTIAL CODE OF NEW YORK STATE _ 2x8 6 6 9 zL} BE CAREFULLY 5 IS TO BE FREE OF SCRATCHES AND PERMITTED. SECTION 8308 Q �o �o m CONTRACTOR TO BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 3" MAIN IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED GLAZING 2x10 7 6 IN ACCORDANCE WITH TR P40MMHE DRAWINGS, VENT STACK INCREASED TO 4" THE MANUFACTURER FOA PERIOD OF AND LOCKING-TYPE LONGITUDINAL 2x12 8 7 SPECIFICATIONS, APPLICABLE CODES THROUGH THE ROOF. PROVIDE FROST NO LESS THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUCT5 - EXCEPT AS INDICATED IN SECTION 8308.1.1 EACH PANE: OF oma- Q - AND GOOD PRACTICE. DEVIATIONS PROOF HOSE-BIBSFRAME PARTITIONS AS INDICATED ON TO BE ANDERSEN UNLE55 INDICATED OPERATING AT LE55 THAN 2" w.g. GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN ( 5f) �-°xEw u��m v FROM THE DRAWINGS AND PLANS WITH EASILY ACCESSIBLE OTHERWISE. (500 PA.) SECTION 8308.4 SHALL BE PROVIDED WITH A MANUFACTURE'S WOOD OR STEEL STUDS, I/2-In. GY � P. BOTH SIDES 8.0o- � SPECIFICATIONS WILL NOT BE DRAIN DRAIN-COCKS. THE WATER -DUGT5 SHALL BE SUPPORTED EVERY DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, WOOD STUDS, 2x4, UNPLASTERED 4.0 ° o PERMITTED WITHOUT WRITTEN SUPPLY AND 5EWAGE DISPOSAL 10 FEET OR IN ACCORDANCE WITH THE DESIGNATING THE TYPE OF CLASS AND THE SAFETY GLAZING a Q M v z M AUTHORIZATION OF THE ARCHITECT. SYSTEM SHALL COMPLY TO THE MANUFACTURER'S INSTRUCTIONS. STANDARD WITH WHICH IT COMPLIES, WHICH IS VISIBLE IN THE FINAL PAINTING OND STAINING FRAME WALL 5 # o o o z THE CONTRACTOR SHALL BE APPLICABLE COUNTY DEPARTMENT OF -COOLING DUCTS WITH EXTERIOR INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED EXTERIOR STUD WALL5: RESPONSIBLE FOR THE SHOP HEALTH STANDARDS AND THE FOLLOWING 15 INCLUDED FOR THE INSULATION MUST BE COVERED WITH A SANDBLASTED, CERAMIC-FIRED, LASER ETCHED, EMEOSSED, OR BEA Q DRAWINGS WHICH MAY BE NEEDED. REGULATIONS. APPROVAL OF ALL 2x4 ® I6-►n., 5/8-In. GYPSUM, I I.0 a ~ s CONVENIENCE OF THE PAINTING VAPOR RETARDER. TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING INSULATED, 3/8-In. SIDING m o 0 0 ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE ARE TO BE FIELD VERIFIED. APPROPRIATE LOCAL AUTHORITIES INDICATION OF TF+E TYPES OF PAINTS RETURN AIR SYSTEM. MANUFACTURE'S DESIGNATION 2x6 a 16-In., 5/8-in. GYPSUM, CONTRACTOR TO REMOVE 4 PRIOR TO CONGEALMENT. PRIOR TO REQUIRED FOR VARIOUS SURFACES. IT -THE HVAC SYSTEM MUST PROVIDE A 8308.4 HAZARDOUS LOCATIONS - THE LOCATIONS SPECIFIED IN INSULATED, 3/8-in. SIDING 12'0 v RELOCATE AS REQUIRED ALL ORDERING, CONTRACTOR SHALL IS THE INTENT OF THESE MEANS FOR BALANCING AIR AND SECTIONS R308.4.1 THROUGH 8308.4.? SHALL BE CONSIDERED TO BE EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 611 DIAMETER EXISTING WORK WHICH INTERFERES SUPPLY GUTS OF FIXTURES FOR SPECIFICATIONS TO PROVIDE A WATER SYSTEMS. SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING _► WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT COMPLETE FINISH. ALL PAINTED 8308.4.1- GLAZING IN DOOR- GLAZING IN FIXED AND OPERABLE WINDOWS, CLASS, FRAME AND SASH 8.O low, LU THAT THE OWNER CHANGES, THE SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: PANEL OF SWINGING, 5LIDING AND BIFOLD DOORS SHALL BE CLAY BRICK WYTHE5: SITE WORK CONTRACTOR SHALL CREDIT THE IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST CONSIDERED TO BE A HAZARDOUS LOCATION 4 IN 39.0 STAKEOUT IS TO BE PERFORMED BY A OWNER FOR THE FULL ACCEPTABLE. ONE THERMOSTAT CAPABLE OF R308.4.2- GLAZING ADJACENT TO DOOR- GLAZINO 15 LE55 THAN 60 8 IN 79.0 LICENSED SURVEYOR. EiTAKING AND SUBCONTRACTORS COST FOR THE INTERIOR WOOD SURFACES-APPLY TO AUTOMATICALLY ADJUSTING THE INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS 12 IN 115.0 -'' 0 O N LAYOUT ARE V ESTABLISH ALL LINES CHANGED UNIT. LI&HTLY SANDED SURFACES, WALLS, SPACE TEMPERATURE SET POINT OF EITHER OF THE FOLLOWING- 16 IN 155.0 .. p Ip w AND BENCHMARKS. VERIFY ALL GIVEN DOORS, FRAMES, TRIM, AND BASES, THE LARGE5T ZONE. - GLAZING 15 WITH 24" OF EITHER SIDE OF THE DOOR HOLLOW CONCRETE MASONRY UNIT WYTHE5: O U DATA ON DRAWINGS. Ii`d CASE OF HVAC ONE GOAT WOOD FILLER OR STAIN -GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE WYTHE5 THICKNESS (IN INCHES) 4 6 8 10 12 x O DISCREPANCY, RECEIVE TO BE DESIGNED BY OTHERS. AND TWO GOATS MCKLUSKY'5 ELECTRIC SYSTEMS: DOOR IN A CLOSED P051TION AND WITHIN 24" OF THE HINGED 51DE OF DENSITY OF UNIT (105 PGF) � 0- SYSTEM O PROVIDE: PROPER SUPPLY TO ALL EGGSHELL FINISH NON-YELLOWING -SEPARATE ELECTRIC METERS ARE AN IN-SWING DOOR NO GROUT 22. 24.0 31.0 37.0 43.0 � CLARIFICATION FROM ARCHITECT ROOMS CONFORM WITH ALL STATE a PRIOR TO PROCEEDIN0. EXCAVATE AND LOCAL CODES. POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. R308.4.3- GLAZING IN WINDOW z AND BACK FILL FOR WORK INDICATED GYPSUM BOARD- MINIMUM ONE GOAT - EXPOSED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN 9 SO.FT. (GROUT SPACING) O 46 IN. O.G. 29.0 38.0 47.0 55.0 z O O F ON DRAWINGS. STOCKPILE TOPSOIL PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: -BOTTOM EDGE OF GLAZING IS LE55 THAN IS ABOVE THE FLOOR w z v �� 40 IN. O.G. D.O 40.0 49. 57.0 � OBTAINED FROM STRIPPING DRIVEWAY EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED - TOP EDGE OF GLAZING IS MORE THAN 36 ABOVE FLOOR AND O Q 32 IN. O.G. 32.0 42.0 52. 61.0 ' GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-GOMBUSTOBLE ONE OR MORE WALKING SURFACES ARE WITHIN 56", MEASURED I- O AND BUILDING SITE. STOCKPILE ALL24 IN. O.G. 34.0 46.0 5-7.06-1.0 EXCAVATED MATERIAL. NEW AND FRAMING AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS HORIZONTALLY AND IN A 5TRAIGHT LINE OF GLAZING 16 IN. o. G. 40.0 53.0 66.0 79.0 O O O EXISTING BACK FILL MATERIAL AND J015T5 RAFTERS AND STUDS SHALL ONE GOAT ZING CHROMATE AND TWO -FIREPLACES MUST BE PROVIDED 308.4.4- GLAZING IN GUARDS AND RAILINGS FULL GROUT 55.0 75.0 95.0 115.0 Q IL v z TOPSOIL ARE TO BE FREE OF WEEDS, BE CONSTRUCTION GRADE DOUGLAS GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, R308.4.5- GLAZING AND NET SURFACES- BATHTUBS, 5HOWER5 WHERE TREE ROOTS, ROCKS AND DEBRIS. FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE THE BOTTOM EXPOSED EDGE OF GLAZING 15 LE55 THAN 60 INCHES DENSITY OF UNIT (125 PGF)- SEE ASCE STANDARD - MINIMUM DESIGN M N WOOD SILLS AND WOOD ICT QUALITTT N CONTACT PISBURGH PRATT 4 CONSTRUCTION PROVISIONS OF THE MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING DENSITY OF UNIT (135 PGF) LOAD FOR BUILDING STRUCTURES AND yam" N N N ALL SURPLUS MATERIAL THAT IS different dead load OTHER STRUCTURES -ASGE7-16 t� UNSUITABLE FOR BACK FILL MATERIAL WITH MASONRY SHALL BE AGQ. ALL LAMBERT, DUTCH BOY. GABOTS, BUILDING GODS OF NEW YORK STATE, SURFACE - 111 cJ-rROIG ry c�`� p values for differ (PGF) 2 m SHALL BE REMOVED FROM THE SITE. EXTERIOR SHEATHING SHALL BE I/2 MGKLUSKYS, OR APPROVED EQUAL. THE RESIDENTIAL GORE OF NEW YORK 8308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS GLAZING PROTECT ALL TREES WITHIN E1r_-HT GDX DOUGLAS FIR PLYWOOD. CONTRACTOR 15 TO PROVIDE STATE OR THE NEW YORK CITY WHERE THE BOTTOM EXPOSED EDGE OF THE &LAZIING, 15 LESS THAN SOLID CONCRETE MA50NRY UNIT WYTHE5: FEET OF THE BUILDING. PROPER SUB-FLOORS TO BE 3/4" GDX SAMPLES OF ALL PAINTS AND STAINS BUILDING CODE, AS APPLICABLE. 36" ABOVE THE PLANE OF THE ADJACENT WALKINO SURFACE OF WYTHE5 THIGKNE55 (IN mm) 4 6 8 10 112 0 APPROVALS MUST BE OBTAINED PLYWOOD EXTERIOR SHEATHING TO FOR ARCHITECT'S AND/OR OWNERS 5TAIRWAY, LANDING BETWEEN FLIGHTS OR STAIRS OR RAMPS DENSITY OF UNIT (105 PCF) 0 a - m N - 52.0 51.0 69.0 87.o 105.0 BEFORE COVERING ANY EXCAVATED BE COVERED WITH "TYVEK" HOUSE APPROVAL. SERVICE WATER HEATING: -GLAZING 36" OR LESS MEASURED HORIZONTALLY FROM THE DENSITY OF UNIT (135 PGF) 38.0 60.0 81.0 102.0 124.0 WORK. WRAP OR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL WALKING SURFACE DENSITY OF UNIT (135 PGF) 41.0 64.0 87.0 110.0 133.0 STUD WALLS AT 1/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING AND AT ALL UNSUPPORTED EDGES OF INSTALLED AS PER SECTION R702.3.2. ON BOTH THE INLET AND THE OUTLET - WHERE GLAZING IS LESS THAN 36" ABOVE THE LANDING AND WITHIN WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR CONCRETE BLOCK PLASTER, ADD 5 Ib/ftp FOR EACH FACE PLASTERED. VALUES ALL CONCRETE BLOCK 15 TO HAVE PLYWOOD. PROVIDE SOLID BLOCKING THROUGH R702.3.6 of THE NEW YORK UNLESS THE WATER HEATER HAS AN A 60 HORIZONTAL ARE LESS THAN 18o DEGREES FROM THE BOTTOM GIVEN REPRESENT AVERAGES. IN SOME GASES THERE IS A to tu "DUR-O-WALL" REINFORCING EVERY AND DIAGONAL BRACING OF FLOOR STATE RESIDENTIAL CODE. 6,YP5UM INTEGRAL HEAT TRAP OR 15 PART OF TREAD NOSING CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. Q l l ju THIRD COURSE. FILL TOP COURSE J015T5 AT 8' O.G. MAXIMUM AND WALLBOARD APPLICATION SHALL BE A CIRCULATING SYSTEM. < �/ SOLID. MORTAR MIX TO BE ONE PART SOLID BLOCKING UNDER ALL TAPE JOINT SYSTEM. ALL GYPSUM -INSULATE CIRCULATING HOT WATER NOTE: WINDOW FALL PROTECTION TO BE PROVIDED 7- >m PORTLAND ND 5 X FAROS SAND LIME UNSUPPORTED EDOES ALL GAP PLATES TO B F FLYHO DD ON RD O BE 1/2" ON NALLL51 AND 1/2" PIPES TO THE LEVELS ON TABLE I. FOR ALL WINDOWS AS PER 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R305.1 TRUSS DES 1 GMAT I ON S 1 C N � � m PUTTY, (� PART MASONRY GEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO INDICATED. FINISH JOINTS, J-BEADS. GIRGULATING HOT WATER SYSTEMS: 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R312.2 MINIMUM HEIGHT- CEILING- HABITABLE SPACE, HALLWAY5 AND IL_ 1---! ^ W PARTS SAND. END OF STUDS. LAP GAP PLATES AT NAIL DIMPLES, CORNERS AND EDGES -INSULATE GIRGULATING HOT WATER PORTION OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A SCALE: NTS 1� CORNERS. WHERE FLUSH FRAMING SHALL BE TAPED AND RECEIVE THREE PIPES TO THE LEVELS ON TABLE 1. - IN DWELLING UNITS WHERE THE TOP OF THE SILL OF AN OPERABLE CEILING HEIGHT OF NOT LESS THAN 7 FEET. BATHROOMS, TOILET ,n CONCRETE OCCURS, USE MIN. 16 CA SHEET METAL GOATS OF JOINT COMPOUND. ALLOW WINDOW OPENING IS LOCATED LESS THAN 24 INCHES ABOVE THE ROOMS, LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT Z v , NO CONCRETE OR MASONRY WORK JOIST HANGERS BY TECO OR 24 HOURS TO DRY BETWEEN GOATS. HEATING AND COOLING PIPING FINISH FLOOR AND GREATER THAN 72 INCHES ABOVE FIN15H GRADE LE55 THAN 6 FEET 8 INCHES SHALL BE DONE DURINC5 APPROVED EQUAL. ALL CORNERS TO FINAL GOAT TO BE SANDED SMOOTH. INSULATION: OR SURFACE BELOW THE EXTERIOR OF THE BUILDING EXCEPTION: EES F. BE MINIMUM 3/2X4 STUDS. HEADERS METAL CORNER BEAD TO BE USED ON -HVAC. _THE OPERABLE WINDOW SHALL COMPLY W PIPING CONVEYING FLUIDS ITH: I. FOR ROOMS WITH SLOPED GEILING5 THE REQUIRED FLOOR TABLE 1: MINIMUM INSULATION THICKNESS FOR CIRCULATING HOT WATER PIPES O � � TEMPERATURES OF 40 DEGR Z AND FALLING. NO CONCRETE SHALL SHALL BE MINIMUM 2/2X(o UNLESS ALL OUTSIDE CORNERS AND AROUND ABOVE 105°F OR CHILLED FLUIDS OPERABLE WINDOW THAT ARE PROVIDED WITH WINDOW AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT INSULATION THICKNESS IN INCHES BY PIPE SIZES - BE PLACED ON FROZEN SURFACES. NO NOTED ON PLANS. MINIMUM BEARING ALL OPENINGS. BELOW 55°F MUST BE INSULATED TO OPENING CONTROL DEVICES THAT COMPLY WITH SEG. 8312.2.2 LE55 THAN 5 FEET AND NOT LESS THAN 50 PERCENT OF THE HEATED WATER NON-CIRCULATING RUNOUT5 CIRCULATING MAINS AND RUNOUTS Q ADDITIVES SHALL BE ALLOWED FOR STUDS, JOISTS AND BEAMS SHALL THE LEVELS IN TABLE 2. REQUIRED FLOOR AREA SHALL HAVE A CEILING HEIGHT OF NOT TEMPERATURE (F) UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER 2" � N WITHOUT WRITTEN PERMISSION OF THE BE 3 1/2". USE DOUBLE JACK STUDS ELECTRICAL R312.2.2 WINDOW OPENING CONTROL DEVICES- SHALL COMPLY WITH LE55 THAN "I FEET ARCHITECT ALL GONGR:ETE 15 TO BE FOR HEADERS OVER FIVE FEET IN ALL WORK SHALL COMPLY WITH THE ASTM F2090 2. THE CEILING HEIGHT ABOVE BATHROOM AND TOILET ROOM 170-180 0.5 Lo I.5 2.0 �-- O 0.5 Lo 1.5 MIN. 3,500 P.S.I. AT 28 DAYS 4 4,000 LENGTH. NATIONAL ELEGTRIGAL GODS AND ALL NOTES: THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE OF 140-160 0.5 Q PSI FOR GARAGE SLAB. PROVIDE ALL STATE, LOCAL, AND UTILITY COMPANY 1. OBTAIN ALL PERMITS PRIOR TO CONTROL DEVICE ALLOWING THE WINDOW TO FULL'r OPEN, SHALL NOT BEING USED FOR ITS INTENDED PURPOSE 100-130 0.5 1 0.5 0.5 Lo tU T k) SLEEVES AND FOUNDATION VENTS AS NOTE: CODES AND REGULATIONS. ALL THE START OF WORK. REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO l� REQUIRED BY NY5 CODE. UNLE55 FOUNDATIONS CHAPTER 4 DESIGN CIRCUITS SHALL BE MINIMUM 15 AMP. LE55 THAN THE AREA REQUIRED BY SECTION 8310.2.1 O O INDICATED, ALL FOUNDATION BASED UPON PRESUMPTIVE LOAD POWER WIRING SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAC PIPES FOOTINGS ARE TO BE A MIN. 8" DEEP BEARING VALUES OF SANDY GRAVEL AWG. CONVENIENCE OUTLETS SHALL WITH ROD 4 SHELF, ALL LINEN OL O r" PROJECTING 6" ON EACH SIDE OF THE AND/OR GRAVEL AT 2000 LB5 PER BE LOCATED 12" ABOVE FINISHED CLOSETS TO BE PROVIDED WITH 5 PIPING SYSTEM FLUID TEMP. INSULATION THIGKNE55 IN INCHES BY PIPE SIZE FOUNDATION WALL. PROVIDE TWO #4 SQUARE FOOT. CONTRACTOR TO FLOOR UNLE55 OTHERWI5E INDICATED. ROWS OF SHELVES. CONSULT ENGINEER IF DIFFERENT 501L ALL SWITCHED TO BE LOCATED 36" TYPES RANGE (F) 2 RUNOUTS I AND LE55 1.25 TO 2"1:2.5" TO 4 DL DEFORMED BARS CONCRETE CONTINUOUS IN THE MATERIALS ARE FOUND UPON ABOVE THE FINISHED FLOOR UNLESS 3. DOOR TRIM AND BASE MOLDING HEATING SYSTEMS Q FOOTING. ALL 4" THICK. CONCRETE EXCAVATION OR TEST HOLE, FOR OTHERWI5E INDICATED. SUPPLY TO MATCH EXISTING LOW PRE55URE/TEMPERATURE 201-250 Lo 1.5 1.5 2.0 SLABS TO HAVE 6X6 10/IO WELDED ALTERNATIVE FOOTING AND RECOMMENDED LAMPS IN ALL m 0 WIRE REINFORCING. ANCHOR BOLTS IN LOW TEMPERATURE 120-200 0.5 I.O I.�O 1.5 N LU CONCRETE SHALL BE HOOKED 5/8" X FOUNDATION WALL DESIGN FIXTURES. 4. ALL BATHROOM FIXTURES AND STEAM CONDENSATE 'F 12" AT MAX. 3' O.G. PROVIDE BITUMEN FAUCETS TO BE SUPPLIED BY OWNER N EXPANSION JOINTS BETWEEN SLABS NOTE: ALL NON-ENGINEERED LUMBER AND INSTALLED BY CONTRACTOR (FEED WATER) ANY 1.0 Lo 1..5 2.0 N z COOLING SYSTEMS 6 Q AND FOUNDATION WALLS. TO BE DOUGLAS FIR #2 OR BETTER5. FINISHES TO BE SUPPLIED GRILLED WATER, REFRIGERANT 201-250 1.0 1.5 1,5 2.0 b � ... z BY OWNER AND BRINE 120-200 0.5 I.O I:O 1.5 IL O < D VY) Load bearing or bracedishear wall Plate nail-16d(0.135"x VY) above 1y"round holes may be " JOIST DETAIL (must stack over wall below) Load bearing or - „ at 12"on-center g braced/shear wall above �+ �+ cut anywhere in web Plate nail, 16d(0.135 x 3 Y) 7 Blocking panel: 1y"TJ"'Rim Board, (must stack over wall below when present) ALLOWABLE HOLES - TJI® J Joists outside of hatched zone if Plate nail, 16dent (0.135"x 3 Yz'") When sheathing thickness exceeds/", 2x stud wall at Floor panel nail- at 16"on center trim sheathing tongue at rim board 1 1Y4"or 1Y2'TimberStrand®LSL or No load bearingthe are located 3"away at 16"on-center g g 16 on-center 8d 0.131"x 2/z" at 6"on-center . . y y ; Blocking panel: ( ) Min.distance from Table A Min.distance from Table B horizontally 1y"TJI Rim Board, 1Y4'or Web stiffener TJI olst. wall above required on both Plate nail-16d(0.135"x 3Y") (edge-to-edge)from a & 1Yz"TimberStrand LSL or Web stiffeners required on 2x4 minimum locking panel: t �, 9 ) z "ARCriIT>~C75 Web stiffeners 1/a"TJ Rim Board, DO NOT at 16"on-center" t 1 larger hole. TODD O'CONNELL ®. i sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side 1/a"or 1/ TimberStrand LSL cut or notch flange. TJI joist Floor panel nail- g ,�. _��?R C H ITECT P.C. 8d(0.131"x 2Y")at 6"on-center boundary nails, t at B3W ONLY or TJI joist 7 . , I 8d(0.131"x 2X2') *4 or 1 y" Rim-to-joist Web Stiffeners required at 4"on-center TimberStrand yl 6.. Web stiffeners 6 O •• 6" TODD O'CONNELL, AIA 1 LSL rim board. required on both nail each side at A3._W B1 61 W Toe nail-10d(0.131" sides of both joist " 2 x D, rouped round L 2 x D 1200 Veterans Memorial Highway 6 L, D, Closelygrouped z Lz z 6" 6" g Y Toe nail, Toe nail, 1Y8'TJ"'Rim Board, When sheathing 7 12' x 3")at 6"on-center ends at 64W ONLY No field cut minimu holes are permitted if minimum No fieldcrrt Do not cut Suite 120 10d(0.131"x 3") 10d(0.131 x 3") (A3.1/A3.1 W on thickness exceeds/', Web stiffeners required DO NOT holes in (applies to all holes the group perimeter End of joists at hatched ( PP holes in holes larger Hauppauge,NY 11788 at 6"on-center at 6"on-center 1Y4'or 1 Y2'TimberStrand"'LSL. trim sheathing tongue min. on both sides at B1 W cut holes In cantilever zones except knockouts) meets requirements for hatched than 1%-in and B2W ONLY centerline round or square holes. zones cantilever at rim board reinforcement. TJI"'rim joist of support P (631)650-6666 Web stiffener Toe nail-10d(0.131"x 3") pP Table A - End Support required on both Must have 1%4"minimum at 6"on-center" Install proper blocking to Blocking panels may be required pp F{631)650-6667 sides at on b ONLY Blocking panels may be required with braced/shear Minimum distance from ed Al Al W* A2 A2W joist bearing at ends.Attach O O O O* support all panel edges 62 62W B3 B3W with braced/shear walls above or B4 B4W edge of hole to inside face of nearest end support C(516 658-0325 O O O O A3 A3.1 A3.2 A3.3 walls above or below-see detail 61 below-see detail B1 ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE ) rim joist per A3 detail. DEPTH TJI® " A3.4 A3.4 �r 2" 3" 4' s" 6Y� 7" 8%" 11•' 13. 2•• 3" 4• s" 6Y," 7" 8%" 11" 13" " A3.1 eA3.2 eA3.3 *For additional installation specifications see Rim Board O O a *For additional installation specifications see Rim Board Details and Installation in A3W Nail through 2x cantilever,wood backer and 110 1'-0" 1'-6" 2'-0" 3'-0" 5'-0" 1'-0" 1'-6" z'-s" 3'-s" a'-s" , Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. O O Details and Installation in Weyerhaeuser Installation Guide 1Y"TJ'°Rim Board or 1Ya"or%"TimberStrand® TJI` joist web with 2 rows 10d 0.148"x 3" ft�r`f fx;r�rr•(iia t r•S ,cr r, for Floor and Roof Framing,TJ-9001. LSL. Nail with 10d 0.131"x 3" nails,one each at Blocking j nails at 6"on-center,clinched) s%•' z10 1'-0" 1'-s" z'-s" 3'-0" s'-6" 1'-D" z'-o" z'-s" a'-o" s'-o" ( ) panel 230 1'-6" 2'-0" 2'-6" 3'-6" 5'-6" 1'-0" 2'-0° 3'-0" 4'-6" 5'-0" f top and bottom flange. Nail to blocking panel with Use 16d(0.135"x 3%")nails with 3y"TJI' 360 T-6" z'-0" 3'-0" 4'-0" 6-0" 1'-s" 2'-s" 3'-6" s'-0" 5'-6" connections equivalent to floor panel schedule. joist flange widths. 560 T-6" 2'-6" 3'-6" 5'-0" 7'-0" z'-o" 3'-0" 4'-0" s'-s" 6'-0" 6'-t7'length of TJI®joist 8"diameter maximum hole for 11%"- 1'/s"TJ"'Rim Board 1Ya"or 1Y2'TimberStrand' 1+0 1'-0" 1'-0" 1'-6" 2'-0" 2'-6" 3'-0" 6-6" 1'-0" 1'-s" 2'-0" 2'-6" 4'-6" 5'-0" 6-0" reinforcement and filler 15'deep blocking panels;6"diameter 210 r-0" r-6" 2-0" 2'-0" 3'-0" 3'-6" s'-0" r-D" r-s" 7-6" 3'-D" 5-0" f3-6" s'-6" LSL. Nail with 10d(0.131"x 3")nails, Attach reinforcement to oist 11%" 230 r-0" r-6" 2'-0" z'-6" 3'-0" 3'-6" 6-6" r-0" 2-0' 2'-6" 3'-6" s-s" 5'-6" 770- 0.11 360 1'6" 2'-0" 3'-0" 3'-6" 4'-6" 5'-0" 7'-0" 1'-6" 2'-6" 3'-6" 4'-6" 6'-6" 6'6" 7'6" 4'-0"length of 8"diameter maximum hole for 117/"- block. Use 4'-0"length maximum for blocking panels 9 2' 3/4'reinforcement one each at to and bottom flange. with one 8d(0.131"x2)2") 16"deep blocking panels;6"diameter with 9Xz'"and 11 8"TJI® eep or shorter not cut flanoes. Attach reinforcement to joist nail at each corner F1 applies to 560 r-s" z'-s" 3'-0" a'-0" S-6" s'-0" 8'-0" r-s° 3'-s" a'-s" s'-s" r-o° 7'-s" s'-o° 8"diameter maximum hoe or on one side at E2, maximum for blocking panels 9Y2' joists. g with one 8d(0.131"x 2Yz°) 110 1'0" 1'-0" 1'-0" 1'-0" 1'-6" 7-0" 3'-0" 5'-6" 2-0" 1'-0" 1'-6" 6-0" T-6" 4'-0" 6'-0" 8'-0" Web stiffeners 11%8'-16"deep blocking panels; both sides at E3 deep or shorter than 12"long. Horizontal blocking uniformly 210 1'-0" 1'-0" 1'-0" 1'-s" z'-o" z'-s" 3'-s" s'-o" 1'-0" 1'-0" z'-o" 2'-s" a'-o" a'-s" 6'-s" 8'-s" 1Y"TJ"Rim Board 1Xa"or 1 2" nail at each corner panels between each loaded joists 14" 230 r-0" r-0" r-0" r-6" 2'-6" 2-6" 4'-0" T-0" r-0" r-o" 2'-0" 3'-0" 4'-0" 5-0" 7-0" 9'-g' Load from above required on both 5'diameter maximum for Do not cut flanges. joist. Nail to top plate with sides at E1 W ONLY blocking panels 9/"deep or TimberStrand'LSL. Nail with • only. 360 r-0" r-0" r-6" 7-6" 3'-6" 4'-0" 5'-6" 8'-0" r-o" r-6" 2'-6" 4'-0" 6-0" 6'-6" 8'-0" 9'-6" shorter than 12"long. 10d(0.131"x 3")nails,one 12"length of%4' connections equivalent to Wood R� �t�` 560 r-o" r-o" 2'-0" 3'-0" 4'-s" 5'-0" s'-6" 9'-0" r-s" 3'-0" 4'-0" 6-0' 7-0" 7'-6" 9'-0" lig-01- `01 ig-o" '\� 1 1 110 1'0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 3'-0" 5'-0" 1'-0" 1'-0" 1'-0" 1'-6" 3'-0" 3'-0" 5'-6" 7'-6" 101-01, Y6', Do not cut flanges. Tlrinb J")RimBoard LSL. 14"or 10zd each at top and bottom flange. reinforcement on floor panel schedule. backer s R`a� ea so���l 210 1'-g' 1'-0" 1'-0" 1'-0" 1'-0" 1'-s" z'-s" 3'-s" s'-o" 1'-0" 1'-0" T-0" z'-o" 3'-0" 3'-6" 6'-s" 8'-0" 11'-0" �t one side at E5, 12"length Of%4' tiv�e et Gad �� d 16 230 v-0" 1'-o" 1'-0" 1'-0" 1'-6" 1'-6" 3'-D" 4'-0" T-o" 1'-0" 1'-0" 1'-0" 2'-0" 3'-6" 4'-0" T-0" 9'-0" 11'-0" \ (0.131"x 3")nails,one each at Attach reinforcement to both sides at E6 reinforcement on one side 1w O�eJ o1� 3so r-o" r-o" r-o° r-o" r-s" z'-s" a'-s" 6'-s" s'-o" r-o" r-o" r-s" 3'-0° s'-o" s'-s° s'-o" vo'-o" 1r-6^ top and bottom flange. joist web with 3 rows blockFull ing vertical at E cap` grit �`� �t bl in between 7,both sides at E8 F1 �e�` sso r-o" r-o° r-o" r-o" 2'-6" 3'-0° 5'-0" 7'_s" 10'-0° r-o" 2%0" 3'-0" 4'-6" 6'-s" 7%0" 10'-0" 11'-0" 12'-0" • 10d(0.148"x 3")nails at 6" 9 Attach reinforcement on-center,clinched. Use 2 each joist 4" 6" 7" 9" 10'• 12" 14%4" 16%" 4" 6" 7" 8" 10" 12" 14%" 16%', 2x4 minimum to joist flan e with 1 ' 7 " E7 E8 Less than 5" m 1 9 ?,'\�R` rows with 9/ and 11/a Less than 5" +s„ 3so r-o" r-o" r-o" z-o" a'-o° s'-s" 9'-6" 1'-0" 3'-0" 4'-6" 6'-0" 10'-0" 11'-0" 13'-6" squash blocks O" 8d(0.131"x 2)2)nails at 6" a� TJI-joists. 5so r-0" r-0" r-o" 7-0" a'-s" r-o" 1o'-s" 2'-0" 5'-0° s'-s" 8'-0" 11'-0" 12-0" 14'-0" Ga WEB STIFFENER ATTACHMENT 20„ 3so r-o" r-o" r-o° r-o" 2'-0° a'-o" 7'-0" 10'-0" 1'-0, 11 3'-0" N-6" 8'-0" 11'-6" 13'-6" 115'-6" r 1 a"TJ`Rim Board or 2'\�v� on-center.When reinforcing E5 E6 *: CS Use 2x4 minimums squash blocks to 1Ya"or 1%"TimberStrand LSL. Face grain a� 8'minimum 560 r-0" r-g' r-o" r-0" 2%0" 4'-6° 8'-6° 1r-o" 1•-0' 3'-s" s'-0" 7'-0" 10'-6" q t� both sides,stagger nails. 24"maximum transfer load around T'JI®joist Nail with 10d(0.131"x 3") horizontal E4 Not for use with 3Y2"TJI®joist flange widths 1" Q Table B - Intermediate or Cantilever Support # Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support z E1 E1 W nails,one each at top and E2 E3 (1%"for TJI' Nailing: bottom flange. EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. 9v Apply subf/oor TJI"'joist blocking with end JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE _ I Web stiffener both sides. � Structural exterior sheathing blocks installed at Dist-s an DEPTH , „ adhesive to all .1 P \\\ 2" 3" 4" s" sY�' r s/ 11 13" z 3" a' s' sY�' r' e%" 11 13" U1 Flush bearing plate required. Flashing locations using See table below. With point load from above,and no support Hanger height must Double TJI®Joist Filler Block: Hanger Backer Block:Install tight Maximum Ya"overhang contact surfaces below,install web stiffener tight to top flange ++o z'-o" 2'-s" 3'-6" 4'-6" 7'-6" 1'-6" 2'-6" 3'-6" 5'-6" 6'-6" O two 8d(0.113"x 2'/") Tight fit* (gap at bottom flange) sy.. 210 7-0" 2'-6" 3'-6" 6-0" 8'-0" 2'-0" 3'-0" 4'-0" 6'-6" 7'-6" be a minimum of 60% Attach per the table.Clinch to to flange(tight to bottom permitted at beam. 230 2'6" 3'-0" 4'-0" 5'6" 8'-6" 2'-0" 3'-6" 4'-6" 6'6" T-6" V z of joist depth P g g P Treated 2x_ a nails or 3so nails when possible. flange with face mount hangers). ledger a Nailing Requirements 3,_ Clinch nails when possible. o\StisQ a� 2y screws,cal TJI"'Joist Series Depth Stiffener Size Type Number Nails 560 3'-6" 6-0" 6=0" �-6" 10%0", 4'-0" 64' s'-s" 8'-0" 9'-0" See fastener TJ'i` typical ( ) Yp 1Ya"TJ Rim Board or 1Y4' �c End Intermediate ++o r-o° r-o" 1'-s° z'-s" 4'-0" a'-s" s'-s" r-o" r-s° z-6" 4'-0° 7'-0° r-o" s'-6" table below. Maintain ,g 5 "' ' 210 1'-0" 1'-0" 2'-0" 3'-0" 4'-6" S-0" 9'-0" 1'-0" 2'-0" 3'-0" 4'-6" F-0" 8'-0" 10'-0" m F O or 1y"TimberStrand LSL. 110 All / x 2/8' ' "• 2"distance(minimum)from 3 „ 8d 11W 230 1'-0" 7-0•' 2'-6" 3'-6" 5'-0" 5'-6" 1g-0" 1'-0" 2'-6" 3'-6" 6-0" 8'-6" 9'-0" 10'-6" Z u 210 All / x 2V16"(1) Top mount edge of ledger to fastener. 230&360 All 7 s n, (0.113"x 2Y2') 360 2-0' 3'-0" a'-o" 5'-6" 7'-0" T-6-111--O" 2'-0° 3'-6" 6-0" 7-0" 9'-6" 9'-6" 11'-0" 8 o p hanger Option#2: /s x 2/6" 3 3 560 r-s" 3'-0" a'-s° 5'-6" 8'-0" 8'-6" 12'-0" 3'-0" 4'-6" 6'-0" 8'-0" 10'-6" 11'-0" 12'-0" t- Fastener Allowable Loadi2 (lbs/bolt) 2X_strapping installed at Y 560 z, 16d 110 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 2'-6" 4'-6" 8'-6" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6;-0" 9'-0" 1:2'-0" d~ Q s ~ Backer block Y2'Through bolt joist-span locations using two All 2x4 (0. 210 r-o" •r-g' r-g' r-o" 2-6" 3'-0" 5'-6" 9'-6" r-0" r-0" 2-0" 3'-6" 6-0" 7-0" 10'-0" 173'4' Face mount Rim Board Material la bolt "Through bolt with Air Space 135'x 3Y2') 14" 23D O both sides of web Yz" g YZ 9 P 2Y2'screws per joist,typicalr-o° r-o" r-o° 2'-0" 3'-s" a'-o" s'-o° 1g-s" r-o° r-o° z'-s" a'-D" s'-s" 7'-s° 1 r-o" r.3'-s" � }- hanger with single TJI' 1X"TJ"Rim Board l3, 480 695 18° 4 4 360 1'-0" 1'-0" 2'-0" 3'-6" 6-6" 6'-0" 8'-6" 12'-6° 1'-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 1�4'-0" I-_ g t -m 1 4'TimberStrand°LSL 610 725 615(4) Option#3: 560D 20 i3, 2x4'2' 16d 1 5 5 sso r-o" r-0" r-6" 3'-6" 5-6" 6-6" 9'-6" 13'-6" r-o" 3'-0" 6-0" 7'-0" 10'-0" 11'-0" 13'-s" 16-0" �uu F a�C z } Q Web stiffeners required if sides of 1 Y2'TimberStrand LSL 675 725 Directly applied ceiling 22" (0.135"x 3/2') 6 11 110 r-o° r-o" r-o° 1'-0" r-o° r-o° z'-s" s'-o" 8'-s° r•o" r-o" r-0" T-o" 3'-6" 4-6" 8'-6" 1 r-6" 1s-o" v -p m U1 With top mount hangers,backer block required only z10 r-o° r-o" r-o° 1'-0" r-o" r-o" 3'-s° 6'-0" 1g-o° r-o" r-o° r-o" r-s° 4'-s" s'-s° 10'-0" rz'-s" 1s'-o° H 1 hanger do not laterally support at H2H3 1 Corrosion-resistant fasteners required for wet-service applications. 24" 6 13 for downward loads exceeding 250 lbs or for uplift ( ) q PP O least%"of TJI' joist top flange O . . .. g - LA (2)Allowable load determined in accordance with ASTM D7672. PB1 When specified on the layout,one of W (1)PS1 or PS2 sheathing,face grain vertical ts" 230 1;-a; 1i-o;; 1i-o;; 1,-01;-s2;-0a;-os;-611;-0;; 1;-0;; 1i-o 1'-0" 2'-6" s'-o" s'-o" 10'-6" 1:3'-6" 16'-6" Q z 5= �� ��i v conditions. For nailing requirements see page 5,TJ O the braCln O tions above/S re uired O 360 1-0 1--0-- 1-o 6-6 10-0 13-6 1-0 1-0 2'-0" 4'-0" 7'-6" 8'-6" 13'-0" 1d'-6" 17'-0" lu O W v installation Guide for Floor and O (3)% TJ Rim Board is allowed with joist depths<16 only. g p q (2)Construction grade or better sso 1'-0" 1'-0" 1'-0" 1'-0" z'-s" 3'-6" 7-o" " " " 't - 9001,Weyerhaeuser( (4)Maximum Y2'shimmed air space. (3)Web stiffeners are always required for 22'and 24"TJI"560D Joists 11-0 1s-o 1-o t-0 3-s s-s s-o 10-0 1a-s° 1i6'-0" 18'-0° } Z o O Roof Framing, TJ-9001. 4" 6" 7•' 8" 10" 12" 14%" 16%4' 4" 6" 7" 8" 10" 12" 14Y44" 116% O Q FASTENING of FLOOR PANELS 181, 360 1-D 1-0 1-6 3-0 6-0 9-0 14-6 1-0 4-0 6-6 9'-0"114'-6" BEAM DETAILS Guidelines for Closest On Center Spacing per Row FILLER and BACKER BLOCK SIZES560 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 15'-6" 1'-0" 6'-0" 6-6" 11'-6" 16'-6" TJI 1t11z1 Rim Board 5��,`tj O to 13/4• TJI' Joists 110 210 230 or 360 360 560 560D 20„ iso 1'-0" +'-o" 1'-0" 1'-0" 3'-0" s'-0" 11'-0" 15'-0" 1'-0" 1'-6" a'-o" 7'-0" 12'-6" 16'-6" 19'-0" 2?0'-6" �BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 36o and 1Ys"TJ® TimberStrand"'LSL TimberStrand"LSL Microllani Parallamm r 7 7 7 560 1'-g' 1'-0" r-o" 1'-0" r-6" 5'-6" 1P-s" and 210 560 Rim Board 1y" Vill or wider LVL PSL Depth 9Yz'-11/s 14"-16" 9y"-11% 14"46" 9Yz'-11/e'• 14"-16'• 18"-20" 11/a 14•'-16" 18"-20" 22"-24'• Rectangular holes based on measurement of longest side. d O BEARING AT WALL CONCRETE WALL 3 a . Leave of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. OR WINDOW HEADER CONNECTION 8d 0.131"x2y") 4" 3" 6" 4" 3" 3" 4" 4" Filler Block/+) 2x6+ •' 3 •• 8d(0.113"x 2Yz"), ( /a" 2x8+/ 2x6+y2 2x8+Yz" 2x12+y" Two Two Two Four/4 x 15" _��_ 1Y8'TJ"'Rim Board or Strapper code If to late 2x6 2x8 • Tables are based on unfform load tables in current design literature. Q m 4 131 4 131 ( ) g g g g g g • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located > O t O 0.'F v P P P 10d(0.148"x 3"),12d(0.148"x 3Y4') 6" 4" 3" 3" 5" 4" Detail H2 sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing 1Y4'or 1 Y2'TimberStrand' is not continuous over Ys Yz" at the center of the joist span provided that no other holes occur in the joist. V LSL orblockin For lateral header 16d(0.162"x3Y2') 6" 6" 1614) 6"151 6"1s1 6"lel 8"1<I 6" Cantilever Filler 2x6 2x10 2x6+3/8' 2x10+%" 2x6+ " 2x10+ Not le P P j Q blockingfor sheathing sheathing sheathing sheathing Not applicable F support (1)Stagger nails when using 4"on-center spacing andmaintain%"joist and panel edge distance.One row of fasteners is permitted two at abutting (Detail E4) 4'-0"long 6'-0"long applicable Q ( 9 4'-0"long 6'-0"long 4'-0"long 6'-0"long 01110 � O m panel edges)for diaphragms.Fastener spacing for TJI joists in diaphragm applications cannot be less than shown in table.When fastener spacing for A L LOWA B L E HOLES - Headers and Beams Backer Block 1+) j Z Strap per code if to t-:• blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJIm joists. ( s/e'or%" �"or%8' 7/8'or 1"Net 2x6 2x8 2x12 Two%4"x 15" ® p p P Detail F1 plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least'/"and staggered. ) g .55E TimberStrand LSL Headers and Beams •' 3 With 10d 0.148"x 1'/" nails,spacing can be reduced to 3"on-center for light gauge steel straps. or H2 sheathing Q over column O ( ) P g g g g P ' 2 x diameter of the Top mount (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1Y4'(to minimize splitting). Nail Size Filler 10d(0.128"x 3'� 16d(0.135"x 3 ") largest hole(minimum) hanger Backer 10d 0128"x 3" g (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1Y4'(to minimize splitting). ( � ) Y depth Protect untreated 6 Can be reduced to 3)z"on-center if nail penetration into the narrow edge is no more than%"(to minimize splitting). Allowed hole zone Column Face mount wood from direct s Recommended nailing is 12"on-center in and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Nail Filler 15 one side 15 each side 25 each side hanger Quantityl2) 15 contact with recommendations listed above. Backer 15 15 15 See current Weyerhaeuser concrete ■Maximum nail spacing for TJIm joists is 18"on-center. L1 L2 L3 Y L4 m• (1)If necessary,increase filler and backer block hei ht for face mount hangers and maintain e" a at to of joist;see detail W.Filler and backer block 0 O O O ■14 ga.staples may be substituted for 8d(0.113"x 2Y2')nails if minimum penetration of I"into the TJI joist or rim board is achieved. dimensions should accomodate required nailing without splitting 12"minimum for backer blocksit d 24"minimum for filler blocks). ° ° 0 0 0 O literature for framing connectors 3 whichever Is reater. q 9 p 9( ) 1.55 E TimberStrand` LSL ■To minimize splitting,maintain edge distance and row spacing of 2�x nail diameter or/", g (2)Clinch nails when possible ■Nailing rows must be offset at least Yz"and staggered. Header or Beam Maximum Round J ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuserins/eflation Guide for Floor Depth Hole Size F4 Multiple-Member Connections for Top-Loaded Beams and Roof Framing, TJ-9001. I- 9 a'.9 Z.. 3„ Q Joists must be laterally supported at 8" 11Y4'-11%" 3%' Qr Fastener Installation Requirements cantilever and end bearings by blocking 14"-16" 44•• m Q Fastener TJI®joist floor framing does E1 panels,hangers,or direct attachment to General Notes See illustration fwr allowed hole zone (5 to a rim board or rim joist. • Allowed hole zone suitable for headers and beams with o o w Piece #o not require brid In Or uniform and/or concentrated toads anywhere along the member. O 0 Width Plies Type"' Min.Length #Rows O.C.Spacing Location When fasteners are required on both p g g sides,stagger fasteners on the second mid-span blocking yw g BEARING AT 10d nails 3" 3"' 12, side so they fall halfway between • Round holes only O COLUMN 2 12d-16d nails 3 Y4" 2`2' One side fasteners on the first side. • No holes in headers or beams in plank orientation. F- O O Screws 33/8'or 3Xz" 2 24" H2 10d nails 3" 3'" Rim board Other Trus Joist® Headers and Beams � Q 12d-16d nails 3 2' 12" Both sides E2 Al0 between joistst ® O tL IL O ' ,_, DO NOT bevel cut joistMicrollam LVL B 3 Y4 beyond inside face of wall. O DO NOT overhang seat cuts 1.3E TimberStrand'e and Parallamm PSL Z O 1- 13/4' 33/8'or 3X2' Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the y de depth w Z -t O Screws 2 24" Load must be applied evenly across 3� P � � 5" One side entire beam width.Otherwise,use face of support member. largest hole(minimum) Q Verify column capacity 10d nails"' 3" 3('' One side connections for side-loaded beams. DO NOT cult,notch or drill Q O holes in headers or beams and beam bearing „ , 12" (per ply) except as Indicated in W (� Z L5 length.See current 4 12d-16d nails 3 Y4" 2'' Weyerhaeuser,literature. 5"or 6" Both sides d ° 0 o fllustratioMs and tables. Q � Screws 2 Z4" Multiple pieces can be nailed or bolted together to CS ° ° ° 6 4" One side 0 form a header or beam of the required size,u to a TJI'rim joist m m • • '• Microllam LVL and Other Trus Joisltm Beams L6 q P 1Ya"TJ®Rim Board or Parallamm PSL Header or Beam Maximum Round N N N 5"or 6" Both sides maximum width of 7" L3 1Y4'or 1 X"TimberStrand' LSL. allowed hole zone Depth Hole Size - Screws 2 24" middle Y3 span 4%" 3Y2' 2 6 4" One side A2 jy N Q YY bolts 8" 2 24" - O <t (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162'diameter;screws are SDS,SDW, USP WS,or TrussLOK`° d 1.3E TimberStrand® LSL allowed hole zone d % 13/4 DETAILS (2)An additional row of nails is required with depths of 14"or greater. 61 H1 L1 iglu 20" 2" COLUMN AILSee illustration for Allowed Hole Zone # (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes - - m N B2 EAM ON • Allowed hole zone suitable for headers and beams with uniform loads only. • Round holes only B NAILING AT BEARING FLOOR • No holes in cantilevers. COLUMN CAP (FLOOR) L5 B3 TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist • No holes in headers or beams in plank orientation. 1Y"TJ®Rim Board or (Load bearing wall above) 1Y4'or 1 Y"TimberStrand' LSL. Joist maybe shifted up to 3"if Use di Of B2 ri WARNING b _ ` „ t One 10d(0.128"x 3") floor ane/edge is supported P V J•J-1 nail into each flange P g PP 64 intermediate bearings One l e (0.113"x rive and span rating is not exceeded. with load bearing or Joists are unstable until braced laterally , ` Z >• nail each side. Drive Do not cut joist flanges. V nails at an angle at braced/shear wall M Plumbing Drop Bracing Includes: � � least 1Yz"from end. End ofjoists from above • Hangers • Rim Board • Strut Rim � P1 • Blocking • Sheathing • at centerline (� 3)2"minimum of support - COLUMN BASE 1%"minimum end bearing intermediate bearing Also see detail 62 O Y !>t} single-family applications 5Y4"may be required for maximum H1 �- Shear transfer:Connections equivalent capacity O to floor panel nailing schedule Rim to TJI®Joist ° ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building ^ 1-j '_:; ':;;.',,••:::.," 1Ye"TJ"'Rim Board, TJI 560 rim Dist:ToeAdditionO ° until braced. that are lying flat. materials on unsheathed O ® J al joist is re required if INJURYMAYRESULT. joists.Stack onl over ^ r 1y"or 1 YZ'TimberStrand LSL. 1 q l� \J or TJI"'110 rim joist: nail with 10d(0.128"x 3") floor panel edge is unsupported L4 •. : , ° y nails,one each side of or if span rating is exceeded. °� 4. Exterior Deck WARNING NOTES: beams or walls. N P2 One 10d(0.131"x 3")nail into TJI joist flange TJ 1`560 :' ° LA DO NOT use sawn Lack of proper bracing during construction can result in serious O each flange O Attachment P p g g �- floorjoist lumber for rim accidents. Observe the following guidelines: TJI"'210,230,and 360 rim joist: a; Structural g board or blocking, j supports of the TJI joists must be completely installed and properly nailed. L! One 16d(0.135"x 3Y2')nail into INSTALLATION TIPS ° sheathing 1.All blocking,hangers,rim boards and rim joists at the end su ®' ' ELEVATED O as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be 11 each flange. •Subfloor adhesive will improve floor performance,but o after installation. accomplished b a temporary or ,t1 COLUMN BASE � � p y p ry permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. 13/4'minimum bearing With depths>16",use TJI 360 rim joist. may not be required. O Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. Top View Without this bracing,Locate rim board joint between joists. ° Safety bracing(1x4 engineered lumber. g,buckling sideways or rollover is highly probable under light construction loads-such as a worker or O O Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at Von-center(6' one layer of unnailed sheathing. l l BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2). Packing out the web from direct contact with See ALLOWABLE on-center for TJI"'110 joists)and 4.Sheathing must be completely attached to each TJlmjoist before additional loads can be placed on the system. r of a TJI' joist(with web stiffeners)is not a substitute concrete 1�"knockouts ° H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. Q t) , 't Z ` 1 a"TJ"'Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. JJ--1 V or 1 Y2'TimberStrand"'LSL. 12"on-center two 8d(0.113"x V2")nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California (� • partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer. For more information on Proposition 65,visit wy.comflnform. P3 Optional plumbing or HVAC. n" flush with inside face non-shrink See framing Ian if applicable)or r SUSTAINABLE m (X rout Drive nails at an g P ( PP ) of wall or beam FORESM 9 One 10d (0.128"x 3")nail each JU LU angle to minimize Weyerhaeuser Installation Guide for Floor -Additional joist at plumbing drop(see detail). IN A Weyerhaeuser, Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of � N side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser Gr6fi�d Saurcirp Weyerhaeuser NR. ©2020 Weyerhaeuser NR Company. All rights reserved. OI N Z1Y"minimum from end 0 end and intermediate bearing lengths. A W�Kamer �e N N z armoo� Mays 2020 Reorder TJ-4015 w fj This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. g z m d OC Q v Q CLIMATIC, AND GEOGRAFHIG DESIGN CRITERIA TABLE R301.2(I) WIND DESIGN SUBJECT TO DAMAGE FROM GROUND SPEED TOPOG SPECIAL WIND 5EISMIC 'ARCHtTECTS W (MPH) RAPHIG WIND BORN DESIGN +A"'R' DD O'CONNELL SNOW (MPH) WEATHERING FRO5T LINE TERMITE WINTER ICE FLOOD AIR MEAN C H I T E C T P.C. LOAD EFFECTS REGION I DEBRIS CATEGORY CI DEPTH 12 DESIGN BARRIER HAZARDS 0 FREEZING ANNUAL k ZONE m f TEMP Q REQUIRED b INDEX I TEMP J 150wlt NO NO I MILE 5BOF 5 FT MOD TO FEMA TODD O CONNELL, AlA — FROM SEVERE BFC, HEA _ FLOOD 1200 Veterans Memorial Highway MAP 00 OR 55.4 Suite 120 SS COASTPANEL# Hauppauge,NY 11788 MANUEL J DE51 c7N GRI TERI A ' P(631) 650-6666 WINTER SUMMER ALTITUDE CORRECTION INDOOR DE51ON DESIGN TEMPERATURE HIGH TEMPERATURE F(631) 650-6667 ELEVATION LATITLIDE HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENCE C(516) 658-0325 ZO V INFORMATION COOLING WIND WIND COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY TO1�N OF SOUTHOLD APP 0 ED AS DOTED ;�' r.:r�ais.rr . ,rr r{' . TEMPERATURE VELOCITY VELOCITY NET BULB SECTION: 104 BLOCK: 05 LOT(5): 21.1 DIFFERENCE HEATING COOLING P DATE: ------ FEE: ------ ------ ----" ZONE: R-40 REQUIRED EXI5TINia PROPOSED Y. LOT AREA 40,000 SOFT. 51,610 50.FT. NO CHANGE P�OTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE ' �' `;,- LOT WIDTH 150 FT. I5cfha FT. NO CHANGE t - . TO THE BEST OF MY KNOWLEDGE, BELIEF AND FOLLOWING INSPECTIONS: .� 3 � s. PROFESSIONAL JUDGEMENT, THESE PLANS FRONT YARD 50 FT. qb.b FT. NO CHANGES rz 1. FOUNDATION - T'^� I� a S' �- �10 REQUIRED �. J $. , , AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE FOLLOWING: REAR YARD (EDGE OF c ..:-- FOR POURED CONCRETE �" ° V- WA 65' FT. NO GRANGE o �n WETLANDS) _ 2. ROUGH - FRAMING & PLUMBING `� ,�, r�" '• REAR YARD (EDGE OF 3. INSULATION 2020 RESIDENTIAL CODE OF NEW YORK STATE 50 FT. 231.23' FT. NO CHANGE 4. FINAL - CONSTRUCTION MUST PROPERTY LINE) �' PUBLICATION NOVEMBER 201q SIDE YARD (MIN) 15 FT. 55b FT. NO CHANGE BE COMPLETE FOR C.O.ALL CONSTRUCTION SHALL MEET THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SIDE YARD (ACG) 35 FT. 65.1 FT. NO CHANGE REQUIREMENTS IO THE CODES ET NEW CHAPTERS I2-25 FOR MECHANICAL SYSTEMS BUILDING HEIGHT 35 FT./2.5 STY. 25.4q FT 32.02 FT m YORK STATE. NOT RESPONSIBLE FOR � 2020 RESIDENTIAL CODE OF NEW YORK STATE LOT COVERAGE 20 % 6.5 16 NO CHANGE DESIGN OR CONSTRUCTION ERRORS. N CHAPTERS 24 FOR FUEL 4 GAS SYSTEMS ori O 2020 RESIDENTIAL CODE OF NEW YORK STATE z # CHAPTERS 25-33 FOR PLUMBING SYSTEMS COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES 2020 RESIDENTIAL CODE OF NEW YORK STATE LOT/BLOC. GALGS AS REQUIRED AND CONDITIONS OF z CHAPTERS 34-42 FOR ELECTRICAL SYSTEMS O �- 2020 ENERGY CONSERVATION GODS OF NEW YORK STATE ZONE: R-40 50. FOOTAGEOL��-'_3A-- Z AS ADOPTED WITH THE 2018 IECC LOT AREA 51,613.2 SO.FT. SO1,- T, 1 -ANNiNG BOARD w F THE PROJECT GOMP'LIANGE METHOD CHOSEN IS TOTAL g SOUTHOLD TOWN TRUSTEES ° � Uf W Z�Q� 13 UA-ALTERNATIVE AND A RESGHEGK HAS BEEN SUBMITTED DWELLING 2p82.8 50.FT. N.Y.S.DEC W V N°f f l j W 5 WITH THESE DRAWINGS. o�`�'S REAR DECK 642b 50.FT. zwv zv � FRONT PORTICO 01010101SQ.�;, �� Nm� p SIDE DECK q2.1 SOFT. M O�a° z°o Y DETACHED GARAGE 431.6 50.FT. OCCUPANCY OR 3 Z v W �� `"°uom° T- o USE Ir- IS UNLAWFUL TOTAL 5,3,362.q 50.FT. °`o` w F Q w oo H 6.535 WITHOUTCERTIFICAT� z�° OF OCCUPANCY Q ° aa tPl STORM WAT1 �' RUNOFF o> W o v / RETA TO CI IAPTEi 236 �v N°o Q�'���0- PURSUANT >' OFTHE`iMV' 4CODE. z0P m x0w°Kmzo Z woiFi / � N bqo 25' 50" E - ---- - - - - - - wARRENFENDRIGCOr+ — — —F M PIPE — — — — — — — — — — — — — — — — — — — — 418.8' , ' -�--� ELECTt �'^AL W INSPECTION REQUIRED ° PLOATIN6 EXISTING / Q WOOD DOCK / C4" 'v, 6ARAE�E ? In clime 9 � W W WOOD WALKBELGIAN raoD 26G' / O 5 / BLOCK CURB PLAT. OL 0 / T o ° FAST.WRAP AROUND WALK Clow.CURB ° 'Y 1 ' Blower door 0 WOOD DECKill 11 4 ° ' ----- 421' AG. UNIT m� and ductwork LL LL o / testing required. ° o r= I EXIST. 2ro STORY / BAAL0oNEY 15TORY FROPAM ° �6ARA6E NERATOR Q(� / TANK GESAP PROP05ED p W O p SECOND / v z FLOOR MustADDITION. / ust provide Manuals N T F ,� D, J and S as per ry ry 4 4 1 4 2 STORY PROPOSED / 1-1 NYS Enemy Code t- o / FRAME HOUSE 4 PORTICOEXIST (ti GARAGE / 4 / ODD # W All exterior lightiing a installed,replaced or 4v ' 98��' repaired shall conform q AHI `► / 3 tu to Chapter 172 w ` ry/ T / V 'I ' n 4 96 `�0 ��' of the Town Code � ju l.n .61 IANC" BLOCK AN D IY �Y! - - — _ — FOUNID PIPE / r() — — — — — —��— — — — — --�-- _ _ _ FENCE I.�' O v,z S bq° 23' S0'•W - - - - - - - - - - - - - - --- - - - - - LU nn,, / l� ,,Ib,F, K92BDI DORET Q / / WILLIAM 9.MIDGLtY.li 0�� ,^ ��/ � Z � O 'I Q 11_1 <1: fu o� OL 1.L1 � � OLrf Q �'1 � I c� LU m ' VAY 1 6 2022 1 o ° PLOT PLAN ;.. �. ry���� "I IN � z � BUILDING DEPT. W I < 11 SCALE: I" = 20'-0" ' 10'.1�N OF SOU E iiLvI0 � z LU m 4 v . ' ARCHII E C T S TODD O'CONNELL TODD O'CONNELL P.C. TODD O'CONNELL, AIA CLEAN SAND SHOULDER AREA. TYPICAL EXISTING ASPHALT � 8_0,. 1200 Veterans Memorial Highway Suite 120 ROAD SURFACE. FLOW -� 1MAX. C. t0 C. Hauppauge,NY 11788 GRADE / U P(631) 650-6666 171 = F(631)650-6667 / GRADE m C(516) 658-0325 A. GRAD a _ -- O IL 77 77H T. x = Q Q ,•D'. Z � Srrl a�fiirw3.f�fr .�'ds :.( rr�rj" O O O O O O W = Op o O o O Q f W _ (� o O O O Q O Q CLEAN GRAVEL FILL. _ D O �' lL ® pa6"MIN. � Do o o O p p 4 FILTER CLOTH D O0 o p (30 ODOD o 4" VERTICAL O0 O UNEXCAVATED SOILSLOPE FACE C3 0 0�Uo ` 0 0D Gbd o U �� o �. o p oO � + ;oX00 0� =I� t o �.., �•� i... f . ®, BEDDING DETAIL PERSPECTIVE VIEW oa 8"THICK PRECAST FRENCH DRAIN DETAIL CONCRETE TRAFFIC � � �L r� BEARING SLAB. Scale: NTS EXISTING GRASS ANGLE FIRST STAKE TOWARD 36 MINIMUM 2 x 2 SWALE AREA m GRASS SHOULDER PREVIOUSLY LAID BALE. �— / FENCE POST r AREA. TYPICAL CAST IRON INLET L fj� In O GRATE&FRAME �- � # GRADE - GRADE FLOW L �-,� �'L f r, WOVEN WIRE FENCE z v (6 x 6 - 10 / 10 WWF) — - ''- %-''- � � '' � � Tie, I=11 I -11111 ��f _ z 11111-1 I I I n o z — 1— � FILTER CLOTH � � z 00 LOP o _ ®® ® ® ® ® w o ~ a� awOzzwzV 'v �s--�V �3W IST ® ® ® 19 BOUND HAY BALES EMBED FILTER CLOTH h''qD ® ® ® CLEAN SAND& L �� �i� O O < O GRAVEL. i ��-� /� G F z Q N ®® ® ® ® `=� PLACED ON CONTOUR MIN. 6" INTO ZaQi � o -� O GROUND 0� V DIAMETER x 8'DEEP ��-�� n _ Z 0��'Q a��O z°O U PRECAST CONCRETE /� 6z —�v v ® ® ® ® LEACHING RING. �/`J--�� ,C�r' W w���Y O 8:0:'w O O ® ® ® ® 2 RE-BARS: STEEL PICKETS OR �� w ~z�mo� L2LJ q ® ® = r �awo�o ® ® ® 2" x2" STAKES 1.5' to2' IN GROUND. NOTE: �oo��� ®® IIII = MAXIMUM DR DRIVE STAKES FLUSH WITH TOP OF DRAINAGE AREA 1 ��°ZQN�NW HAY BALES. 1/2 ACRE / 100 LINEAR FEET 6D°'o -0- L�.l.1J—�rrIIII LL� �w CLEAN SAND&GRAVEL ANCHORING DETAIL °>w N GROUND inFmmts ~�O } www mv- WATER SECTION DETAIL � N�aQ� �oz m 2'-0"Min. 8'-0"Dia. 2'-0"Min. z w _ z0 ALE DIKE DETAILS STRAW B N� § t—FQQ►-NO°�O� Q Typical Section �a Leaching Pool 5 SILT FENCE DETAILS SCALE: NTS GRASS SWALE DETAIL Scale: NTS SCALE: NTS v 2 v m 50' MIN. Q� BiII IlC'IL.III 1rL I'LLP lK LLIla1LIlI PIJ `d TC 0 z w a, HAA RAI[ AP1D,,' E ,i �IL1 L Lfl�lf, O N OL z LL.� :,;. O LL O C7 z O v G -I W• Q lY LL O ... .,.. ... CJ Lj r O �•r' r z „ w nw O 0 O O 0 LL !L n:.16 N O O L' w \ N N G G N LJ t- ti ti f- .4 c :I. .4 N f: m n - > • CONSTRUCTION ENTRANCE - FOUNDATION OF COM ACTED ..-i 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROV D R.C.A. 'L t a ! FILL T018" (Min.) ABOVE EXISTING GRADE FOR DRANAGE. ILI^ �u LJ l 1 LLI im PLAN VIEW t- � Q� i LU Q 17-LU E_XISLING GRPLI (-1 CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED to V r R 7R ( 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. (n 17— LT f LI1 :II1.; FILL T018" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. z z CROSS SEC TION p� JI I 0 TEMPORARY CONSTRUCTION ENTRANCE z SCALE: NTS 0 (A Z 0 0 1IL0 GENERAL NOTES DEMOLITION NOTES: `b I. REMOVE PARTITIONS SHOWN TO BE R c H I T E c T s* I. CARBON MONOXIDE ALARMS AND CARBON REMOVED AS NOTED ON DWG5.- SHORE AS •TODD O'CONNELL AR MONOXIDE DETECTORS SHALL BE INSTALLED REQ'D AT LOAD BEARING PARTITIONS CHITECT P.C. IN BUILDINGS AS REQUIRED IN AGCORDANGE WITH SECTION 115.2 OF 2020 NYSFG 2. CONTRACTOR SHALL BE CAREFUL AS TO TODD O'CONNELL, AIA (CARBON MONOXIDE DETECTION SYSTEMS) NOT DAMAGE EXISTING CONSTRUCTION THAT 1200 Veterans Memorial Highway FOR RESIDENTIAL BUILDINGS . INTER-WIRED REMAIN AND SHALL REPAIR ANY OF THESE Suite 120 FIRE/SMOKE AND CARBON MONOXIDE DAMAGES AS REQUIRED. Hauppauge,NY 11788 _ _.__� _ -.--- - - - - -—- - DETECTORS WITH BATTERY BACKUP AS PER 5. CONTRACTOR SHALL RE-ROUTE, RELOCATE OR P(631) 650-6666 NFPA 72 AND 2020 NEW YORK STATE F(631) 650-6667 (3) 2x12 WD. BEAM — — — — — —� &X6 AGO WOOD POST(T(P) (3) 2x12 YID. BEAM I RESIDENTIAL CODE SEG. R514 AND R515 REMOVE (AS REQ'D) ALL EXISTING ELECTRICAL, — W/POURED GONG. (TYP) SHALL BE INSTALLED IN DWELLING UNITS PLUMBING AND HEATING LINES THAT INTERFERE C(516)658-0325 ..�„„ OUTSIDE OF EACH SEPARATE SLEEPING WITH NEW CONSTRUCTION. .-,�`���� AREA IN THE VICINITY OF THE BEDROOMS. — I WHERE A FUEL-BURNING APPLIANCE IS r�`rli 'xr- Ird'ri !��r�rl,3 LOCATED WITHIN A BEDROOM OR ITS 2x10 DECK ® ® I ATTACHED BATHROOM, CARBON MONOXIDE JOISTS DETECTION SHALL BE INSTALLED WITHIN THE :.. BEDROOM. 2. ALL ELECTRIC WORK SHALL BE =} 0 PERFORMED IN STRICT ACCORDANCE ' t, :. .•;._ 2x10 LEDGER _ _ WITH THE LATEST EDITION OF THE N.E.G. _ _ _ _ _ _ _ STAIRS a GUARD NOTE: 4. ALL CONDITIONS AND DIMENSIONS (TO COMPLY WITH 2020 R.G. OF NYS R511$8512) TO BE VERIFIED IN FIELD BY THE -STAIRWAYS SHALL NOT BE LESS THAN 36" GENERAL CONTRACTOR AND REPORT IN CLEAR WIDTH ABOVE THE PERMITTED ; ci) ANY DISCREPANCIES TO ARCHITECT HANDRAIL HEIGHT AND BELOW THE REQUIRED PRIOR TO START OR CONTINUATION HEADROOM HEIGHT i_I OF WORK -MINIMUM HEADROOM HEIGHT TO BE 6"-8" m NI � � X 1_j x -1 X5. NO GALV. NAILS OR CONNECTORS IN I -MAX RISER SHALL NOT EXCEED &J/4" N O m O m w I AGO. LUMBER ARE PERMITTED. ALL til O -MIN TREAD SHALL NOT BE LESS THAN q" O CONNECTORS AND FASTENERS FOR AGO -STAIR PROFILE: N051N05 SHALL NOT BE r- # X i`p x W X LUMBER MUST BE 5TAINLE55 STEEL OR LE55 THAN 3/4" NOR MORE THAN VW Q v N N N I HOT DIPPED GALVANIZED 6-185. -HANDRAILS SHALL BE PROVIDED ON AT J LEAST ONE SIDE OF EACH STAIRWAY' WITH m m z � 6. A5 PER 2020 NYSRC SEG. R510 TWO OR MORE RISERS. TOP OF HANDRAIL O }- 2x10 F.J. EACH HABITABLE ROOM SHALL HAVESHALL Z AT LEAST ONE OPERABLE WINDOW SHALL NOT BE LESS THAN 34 AND NOT FOR EMERGENCY EGRESS WITH A MORE THAN 38". ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS TO THE FULL LENGHT } W W o MINIMUM CLEAR OPENING OF 5.150. wl ID n 1) IL FT. (GRADE FLOOR OPENINGS SHALL OF THE STAIRS FROM DIRECTLY ABOVE THE � ��o i-q v v I HAVE A MINIMUM CLEAR OPENING OF TOP RISER OF A FLIGHT TO A POINT QXN°if W,W,- UNFINISHED I 5.0 50. FT.). THE MIN. HT. OF F k�_ -7 BASEMENT a W o-z DIRECTLY ABOVE THE LOWEST RISER OF THE TW R W OPEN I N05 TO BE 24 AND MINIMUM FLIGHT. ENDS SHALL BE RETURNED OIR SHALL o-'� ►-o 7¢BELOW JOIST I — —� WIDTH TO BE 20" AND THE BOTTOM TERMINATE IN NEWEL POSTS OR SAFETY ~z Q�a �° `" 0 _ OF OPENIN55 NO HIGHER THAN 3'-8" TERMINALS. HANDRAILS ADJACENT TO A WALL �, o o Z o o A.F.F. SHALL HAVE A SPACE OF NOT LESS 'THAN (Y2" Q 3: W 0 N 0 I BETWEEN THE WALL AND THE HANDRAIL. W����N°�m° ' z O I I — — 1 7. ALL WOOD POSTS SHALL BE BUILT o 91 Z o v ~ — — UP WITH (2) 2X4'5 NAILED TOGETHER W HANDRAILS SHALL NOT PROJECT MORE THAN o<9,�a�f z y o — — / 4Y2 ON EITHER SIDE OF THE STAIRWAY. <1029movo- 0 I 106 NAILS ® 8" O.G. UNLESS OTHERWISE W o z o NOTED -GUARDS/RA I L I NGS ARE REQU I RED FOR ANY SURFACE 50" ABOVE FLOOR OR GRADE. ° tu W 0-7 5. ALL FRAMING SHALL COMPLY WITH -GUARDS/RAILINGS SHALL NOT HAVE A GAP NU_WoW-9?n L11 I 1DWW-F THE NEW YORK STATE RESIDENTIAL OF PASSAGE OF MORE THAN 4" o W O H"��o N v CODE �LL�uom�Nw� Cf. ALL EXTERIOR PORCH/DECK/ o°Q o m o W K STAIR FRAMING TO BE AGO z Y O W o a o° z Z VA LUMBER-U.O.N. clQ= i - � 10. ALL ELECTRIC TO REMAIN AND z i LU 0 o 0 0 MODIFIED TO ACCOMMODATE NEW � GARAGE SLAB N. B� DETERMINE ININAL THE FIELD RIG TO 0 O v I 11. ALL ANCHORS, STRAPPING AND CONNECTORS AND HARDWARE TO BE < LU 51MP5ON STRONG TIE OR AN APPROVED MANUFACTURE AND TO BE INSTALLED AS PER MANUFACTURE WRITTEN Q INSTRUCTIONS- UNLESS OTHERWISE NOTED IU 12. ALL T E O A GLADDED AILUMBER ANDSEAL D TO PROTECT AGAIN5T THE `p 0 WEATHER ENVIRONMENT z O 0 O Z Q 14" SONOTUBE MINIMUM 36" O BELOW GRADE. O 24"x24"XI2" POURED CONCRETE R402.2 CONCRETE FOOTING (3,500 P51 MIN) TO REST ON UNDISTURBED VIRGIN SOIL (3' CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE 5TRENOTH OF FI GI ry c\v DEEP MIN); W/(2) #4 REBAR, A5 SHOWN ON TABLE R402.2 CONCRETE SUBJECT TO MODERATE OR SEVERE N c\v QO WEATHERING AS INDICATED IN TABLE R501.2(I) SHALL BE AIR EN?RAINED AS cv SPECIFIED IN TABLE R402.2 THE MAXIMUM WEIGHT OF FLY A5H, OTHER POZZOLAN5, SILICA FUME, SLAG OR BLENDED CEMENTS THAT 15 INCLUDED IN CONCRETE MIXTURES FOR GARAGE FLOOR SLAB5 AND FOR EXTERIOR PORCHES, m vry - y CARPORT SLAB5 AND STEPS THAT WILL BE EXPOSED TO DEICING CHEMICALS LU SHALL NOT EXCEED THE PERGENTACE5 OF THE TOTAL WEIGHT OF CEMENTITIOU5 MATERIALS SPECIFIED IN SECTION ICI.5.5.4 OF AGI 318. MATERIALS USED TO \ PRODUCE CONCRETE AND TESTING THEREOF SHALL COMPLY WITF THE lu tu �� APPLICABLE STANDARDS LISTED IN CHAPTERS Icl AND 20 OF ACI 318 OR AGI Q 61� � 332. � � � MINIMUM SPECIFIED C)MPRE551VE V M� 5TRENGTH° ('c d fij 1i TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING PO E NTIALb IL W FOUNDATION ON FIl�OOR PLAN NEGLIGIBLE MODERAT: SEVERE Z SCALE: 1/4" = 1'-0" BASEMENT WALL5, FOUNDATION AND OTHER 2,500 2,500 2,500` CONCRETE NOT EXPOSED TO THE WEATHER BASEMENT 5LA55 AND INTERIOR 5LA55 ON O GRADE, EXCEPT GARAGE FLOOR SLABS. 2,500 2,500 2,500` WALL KEY BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR = _ = EXIST TO BE REMOVED WALLS AND OTHER VERTICAL CONCRETE 2,500 3,000d 3,000d ,— O WORK EXPOSED TO THE WEATHER EXI5T TO REMAIN PORCHES, CARPORT 5LA55 AND STEPS EXPOSED NEW WOOD FRAME CN5T IU (v , `TO THE WWEATHER, AND GARAGE FLOOR 2,500 3,000d, 3,500dAl lam- T vO 5LAB5 NEW POURED CONCRETE O O 4"x4" POST UNLF-55 OTHERWISE FOR 51: 1 POUND PER SQUARE IN0H=(b.Sa5 kPa NOTED O a. STRENGTH AT 2& DAYS !LJU b. SEE TABLE R301.2(I) FOR WEATHERING POTENTIAL ® HOLD DOWN AS NOTED (� C. CONCRETE IN THESE LOCATIONS THAT 15 SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE d. HARD WIRED SMOKE d. CONCRETE SHALL BE AIR-ENTRAINED. TOTAL AIR CONTENT (PERCENT BYVOLUME OF O DETECTOR W/ BATTERY CONCRETE) SHALL BE NOT LESS THAN 5 PERCENT OF MORE THAN 7 PERCENT, BACK-UP m 0 Wr e. SEE SECTION 402.2 FOR MAXIMUM CEMENTITIOU5 MATERIALS CONTENT. ® 80 GFM FAN TO EXTERIOR N H m f. FOR GARAGE FLOORS WITH A STEEL-TROWELED FINISH, REDUCTION OF THE TOTAL AIR N O x O 1 Z HARD WIRED CARBON MONOXIDE CONTENT (PERCENT BY VOLUME OF CONCRETE) TO NOT LE55 THAN 3 PERCENT 15 PERMITTED IF Q DETECTOR W/ BATTERY BACK-UP (V N to z W THE SPECIFIED COMPRESSIVE STRENGTH OF THE CONCRETE IS INCREASED TO NOT LE55 THAN MIN 12" A.F.F. AS PER . Q 4,000 PSI. 2020 RESIDENTIAL CODE OF W5 o N Z SIE DENOTES EGRESS WINDOW W tu -4 O0N 00 7- T�"A'R'� GENERAL NOTES DEMOLITION NOTES:I. REMOVE PARTITIONS SHOWN TO BE H'f'T'E 6 rt s' I. CARBON MONOXIDE ALARMS AND CARBON REMOVED AS NOTED ON DW05.- SHORE AS TODD O'CONNELL MONOXIDE DETECTORS SHALL BE INSTALLED REQ'D AT LOAD BEARING PARTITIONS fA,RCH ITE CT P.C. IN BUILDINGS AS REQUIRED IN ACCORDANCE WITH SECTION x15.2 OF 2020 NY5F0 2. CONTRACTOR SHALL BE CAREFUL AS TO TODD O'CONNELL, AIA (CARBON MONOXIDE DETECTION SYSTEMS) NOT DAMAGE EXISTING CONSTRUCTION THAT 1200 Veterans Memorial Highway EX15T WOOD FOR RESIDENTIAL BUILDINGS . INTER-WIRED REMAIN AND SHALL REPAIR ANY OF THESE suite 120 _BALCONY ABOVE_ _ _ _ FIRE/SMOKE AND CARBON MONOXIDE DAMAGES AS REQUIRED. Hauppauge,NY 11788 DETECTORS WITH BATTERY BACKUP AS PER 5. CONTRACTOR SHALL RE-ROUTE, RELOCATE OR P(631) 650-6666 NFPA 72 AND 2020 NEW YORK STATE REMOVE (AS REQ'D) ALL EXISTING ELECTRICAL, F(631) 650-6667 RESIDENTIAL CODE SEG. R514 AND R515 PLUMBING AND HEATING LINES THAT INTERFERE C(516) 658-0325 SHALL BE INSTALLED IN DWELLING UNITS WITH NEW CONSTRUCTION. OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE VICINITY OF THE BEDROOMS. COVERED I WHERE A FUEL-BURNING APPLIANCE ISLOCATED A BEDROOM R ITS rsrrrr;i' ri .pg EXIST WOOD OUTDOOR ATTACH DWTHIN BATHROOM, CARBONMONOXIDE DECK I 5ITTINC DETECTION SHALL BE INSTALLED WITHIN THE ' BEDROOM. ! ,^ 2. ALL ELEGTRIG WORK SHALL BE ! < o �4 OPERFORMED IN STRICT ACCORDANCE n " u WITH THE LATEST EDITION OF THE N.E.G. '`c o STAIRS 4 GUARD NOTE: EXIST. EXIST. EXIST. K V 4. ALL CONDITIONS AND DIMENSIONS (TO COMPLY WITH 2020 R.G. OF NYS R511$8512) 01 F- Q TO BE VERIFIED IN FIELD BY THE -STAIRWAYS SHALL NOT BE LESS THAN 56" �n N GENERAL CONTRACTOR AND REPORT IN CLEAR WIDTH ABOVE THE PERMITTED w w W ANY DISCREPANCIES TO ARCH I TELT HANDRAIL HEIGHT AND BELOW THE REWIRED PRIOR TO START OR CONTINUATION HEADROOM HEIGHT OF WORK -MINIMUM HEADROOM HEIGHT TO BE 6-5" m 5. NO GALV. NAILS OR CONNECTORS IN -MAX RISER SHALL NOT EXCEED 504" N AGO. LUMBER ARE PERMITTED. ALL -MIN TREAD SHALL NOT BE LESS THAN Cf" 0 DINING ROOM KITCHEN CONNECTORS AND FASTENERS FOR AGQ -STAIR PROFILE: NOS I NGS SHALL NOT BE rr # 7u G.H. 71Q G.H. LUMBER MUST BE STAINLESS STEEL OR LESS THAN 5/4" NOR MORE THAN VW < v C� 51 TT I NG AREA I I HOT DIPPED GALVANIZED 0-155. -HANDRAILS SHALL BE PROVIDED ON AT j 80-G.H. I I LEAST ONE SIDE OF EACH 5TAIRWAY WITH z 6. AS PER 2020 NYSRG SEG. R510 TWO OR MORE RISERS. TOP OF HANDRAIL O EACH HABITABLE ROOM SHALL HAVE SHALL NOT BE LESS THAN 54" AND NOT v z AT LEAST ONE OPERABLE WINDOW MORE THAN 55". ALL REQUIRED HANDRAILS FOR EMERGENCY EGRESS WITH A SHALL BE CONTINUOUS TO THE FULL LEN&HT W W MINIMUM CLEAR OPENING OF 5.7 SQ. EXIST. OF THE STAIRS FROM DIRECTLY ABOVE THE o W z F q v X FT. (GRADE FLOOR OPENINGS SHALL W o TOP RISER OF A FLIGHT TO A POINT U HAVE A MINIMUM CLEAR OPENING OF 5.0 SQ. FT.). THE MIN. HT. OF DIRECTLY ABOVE THE LOWEST RISER OF THE OPENINGS TO BE 24" AND MINIMUM FLIGHT. ENDS SHALL BE RETURNED OR SHALL WIDTH TO BE 20" AND THE BOTTOM TERMINATE IN NEWEL POSTS OR SAFETY z W° ZD EX15TINO 5TEP5 TO ° m o OF OPENINGS NO HIGHER THAN 5'-5" TERMINALS. HANDRAILS ADJACENT TO A WALL REMAIN AND TO BE o m'�� 3 N o� v PROTECTED DURING A.F.F. SHALL HAVE A SPACE OF NOT LESS THAN V 0 _ '`'o N N 0 x LAUND Y a �Q� _,,�ZLU CONSTRUCTION. BETWEEN THE WALL AND THE HANDRAIL. p _ __ 7 G.H. 7. ALL WOOD POSTS SHALL BE BUILT W W Q w o o LU x BATHROOM 7�G.H LU UP WITH (2) 2X4'5 NAILED TOGETHER W/ HANDRAILS SHALL NOT PROJECT MORE THAN U Q N o o J } 4y2 ON EITHER SIDE OF THE STAIRWAY. WWo tom IOd NAILS 0 5" O.G. UNLESS OTHERWISE GL. w EXIST. NOTED GUARDS/RAILINGS ARE REQUIRED FOR ANY z W >0�o 9 ".F SURFACE 50" ABOVE FLOOR OR GRADE. op 3 v o N i�o EX15T. 5. ALL FRAMING SHALL COMPLY WITH -GUARDS/RAI L I NGS SHALL NOT HAVE A GAP N Q _o z q THE NEW YORK STATE RESIDENTIAL OF PA55A5E OF MORE THAN 4" -W ��u, X CODE ft>u�o Lovv �_ I DOUBLE FLUUK '6 EXI I J015T UNDER q. ALL EXTERIOR PORCH/DECK/ =o o z I ABOVE POINT I STAIR FRAMING TO BE AGQ o Q U 2 o, z w z EXISTING STEPS TO76 I LOAD. iU LUMBER-U.O.N. X1 PROTECTED REMAIN AND TO BE PR VIDE 5/4 w I 10. ALL ELECTRIC TO REMAIN AND Q m o D LU PROTECTED DURING = T.YPE X l� I MODIFIED TO ACCOMMODATE NEW CONSTRUCTION. .0 ( YPSUM 4 La LREMOVE EXISTING I WALLBOARD CONSTRUCTION. FINAL ELEGTRIG TO ON WALL5 v BE DETERMINE I N THE FIELD SKYLIGHT. PATCH ROOF � l� z ( v v m AS REQUIRED. REMOVE EXISTING AN[ CEILING. p O SKYLIGHT. PATCH ROOF Fy y I Q p_r t- 1I. ALL ANCHORS, STRAPPING AND AS RECUIRED. ` w -11 Ll v l y w c (�l� � x � CONNECTORS AND HARDWARE TO BE X REMOVE I d� I ;® 6X6 WD POST SIMPSON STRONG TIE OR AN APPROVED © w EXISTING W � PARA5E z _ MANUFACTURE AND TO BE INSTALLED AS CEILING JOIST I ° O 0 -` PER MANUFACTURE WRITTEN N O - IV V 4X6 WD POST ABOVE. x I z x ®� INSTRUCTIONS- UNLESS OTHERWISE NOTED p LIN N � � ��, ^ ;0%4X4 WD POST 12. ALL ENGINEERED LUMBER TO BE 5 REMOVE EXISTING BAY = N w O � -� TEE PIPE p, CLADDED ANDSEAL AS REQUIREDOWINDOW. PORTICO I p I �O�GOLU L _ TO PROTECT AGAINST THE0 = `- WEATHER ENVIRONMENT DL z LL 2X5 AGQ WD EXISTINGHOLD-DOWN O O0.6777'G.J. ® I6 E-PANEL TO I I O Q &X& WOOD F05T WITH BE LOCATED. (2)2XIO AGQ WD / I IBLOGK SOLID UNDER DECORATIVE COLUMN _ _ I — W?�LL AB VE. I— IL lX v Z WRAP AS SELECTED BY ® 7�yy H� — _ _ ___ __ _ _ __ __ PATCH WALL AS REQUIRED OWNER. 2 13/"x�tY" LVL 2 13/"x " ML LVL TO ACCOMMODATE FOR CONCRETE STEPS AND NEW SECOND FLOOR N ADDITION. r N Q PLATFORM WITH STONE t p FINISHES AS SELECTED BY 0 Y OWNER. 6'-lOyB" I5'-4y4" PATCH WALL AS REQUIRED z0 � z0 14 L1 ° l� (] O TO ACCOMMODATE FOR Q z Q Q NEW SECOND FLOOR ADDITION. PATCH WALL AS REQUIRED Q TO ACCOMMODATE FOR NEW SECOND FLOOR Z >1(� ADDITION. IU ((� LL Q � � z lu }- F I RST FLOOR PLAN WALL KEY SCALE: I/4" = I'-O" Q - - = EXIST TO BE REMOVED � N IN Z � O EX15T TO REMAIN J-1--1 X NEW WOOD FRAME CN5T fu NEW POURED CONCRETE O O ® 4"x4" POST UNLESS OTHIERN15E r iU NOTED ® HOLD DOWN AS NOTEDO Q Q lu HARD WIRED SMOKE !l- O DETECTOR W/ BATTERY' BACK-UP m Wp ® 80 CFM FAN TO EXTERIIOR N F- LU HARD WIRED CARBON MONOXIDE O ZO Z aDETECTOR W/ BATTERY BACK-UP W N Q MIN 12" A.F.F. AS PER IV 2020 RESIDENTIAL CODE OF NY5 SIE DENOTES E6RE55 WINDOW 4 � p Uvl D GENERAL NOTES DEMOLITION NOTES: e _00 I. REMOVE PARTITIONS SHOWN TO BE a'Ii"c'h I x Et T s I. CARBON MONOXIDE ALARMS AND CARBON REMOVED A5 NOTED ON DWGS.- SHORE A5 TODD O'CONNELL ARCH ITECT P.C. MONOXIDE DETECTORS SHALL BE INSTALLED REQ'D AT LOAD BEARING PARTITIONS IN BUILDIN05 AS REQUIRED IN ACCORDANCE WITH SECTION x15.2 OF 2020 NYSFG 2. CONTRACTOR SHALL BE CAREFUL AS TO TODD O'CONNELL, AIA (CARBON MONOXIDE DETECTION SYSTEMS) NOT DAMAGE EXISTING CONSTRUCTION THAT 1200 Veterans Memorial Highway FOR RESIDENTIAL BUILDINGS . INTER-WIRED REMAIN AND SHALL REPAIR ANY OF THESE Suite 120 FIRE/SMOKE AND CARBON MONOXIDE DAMAGES AS REQUIRED. Hauppauge,NY 11788 DETECTORS WITH BATTERY BACKUP AS PER 5. CONTRACTOR SHALL RE-ROUTE, RELOCATE OR P(631) 650-6666 NFPA 72 AND 2020 NEW YORK STATE REMOVE (AS REO'D) ALL EXISTING ELECTRICAL, F(631) 650-6667 — — — — — I RESIDENTIAL CODE SEG. R514 AND R515 PLUMBING AND HEATING LINES THAT INTERFERE C(516) 658-0325 SHALL BE INSTALLED IN DWELLING UNITS WITH NEW CONSTRUCTION. OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE VICINITY OF THE BEDROOMS. WHERE A FUEL-BURNING APPLIANCE 15 EXIST WOOD L— — — — — EXIST WOOD LOCATED WITHIN A BEDROOM OR ITS DECK BELOWATTACHED BATHROOM, CARBON MONOXIDEv BALCONY DETECTION SHALL BE INSTALLED WITHIN THE BEDROOM. 2. ALL ELECTRIC WORK SHALL BE y o PERFORMED IN STRICT ACCORDANCE =� " Q I WITH THE LATEST EDITION OF THE N.E.G. STAIRS I GUARD NOTE: EXIST. EXIST. EXIST. OO 4. ALL CONDITIONS AND DIMENSIONS (TO COMPLY WITH 2020 R.G. OF NYS R311$8312) 8Q W.H. 8Q W.H. 8Q W.H. EXI5T. 80-N.H. K W I TO BE VERIFIED IN FIELD BY THE -STAIRWAYS SHALL NOT BE LESS THAN 36" X 5T. 0 GENERAL CONTRACTOR AND REPORT IN CLEAR WIDTH ABOVE THE PERMITTED N v I ANY DISCREPANCIES TO ARCHITECT HANDRAIL HEIGHT AND BELOW THE REG2U I RED v PRIOR TO START OR CONTINUATION HEADROOM HEIGHT BEDROOM �, BEDROOM BATHROOM X w I OF WORK G.H. GL. x -iiQ G.H. NO CHANGE W Q -MINIMUM HEADROOM HEIGHT TO BE 6 -8 m NO CHANGE w NO CHANGE I._: I -MAX RISER SHALL NOT EXCEED 8y4" N _ _ MASTER 5. NO GALV. NAILS OR CONNECTORS IN -MIN TREAD SHALL NOT BE LESS THAN X A00. LUMBER ARE PERMITTED. ALL q" �XIST� �XIST� BEDROOM w I CONNECTORS AND FASTENERS FOR ACQ -STAIR PROFILE: N05INOS SHALL NOT BE #O 50'(LIOH� TO 5K4(LIGHYI Too a�Q 0 LUMBER MUST BE STAINLESS STEEL OR LESS THAN 3/4" NOR MORE THAN (Y4" z v tI�E 1(1. PEMAI*. HOT DIPPED GALVANIZED 0-1,55. -HANDRAILS SHALL BE PROVIDED ON AT L_ — J L —J 0 to w.H. ( LEAST ONE SIDE OF EACH STAIRWAY WITH z BATHRO I 6. AS PER 2020 NY5RG SEG. R510 TWO OR MORE RISERS. TOP OF HANDRAIL _ _ _ _ O NO CHANGE 1- EXIST. - EACH HABITABLE ROOM SHALL HAVE SHALL NOT BE LESS THAN 34" AND NOT v Z I AT LEAST ONE OPERABLE WINDOW D GL. rX15T� I SKYLIGHT Tp I MORE THAN 58". ALL REQUIRED HANDRAILS IX LU IST. I II FOR EMERGENCY EGRESS WITH A OO to 50I`LIGH� TO REMAIN. MINIMUM CLEAR OPENING OF 5.-i 50. SHALL BE CONTINUOUS TO THE FULL LENOHT W Q o all BELow ►"IAS L — —— — J I FT. (GRADE FLOOR OPENINGS SHALL OF THE STAIRS FROM DIRECTLY ABO`,/E THE � � all BELOW 12 N.H. f x 12 w.H. SOFFIT N TOP RISER OF A FLIGHT TO A POINT w w F S w _ HAVE A MINIMUM CLEAR OPENING OF QNo - - - - - -- - - �— — — - - - -- -- -�-- - w 12 W.H. \11 I 5.0 5Q. FT.). THE MIN. HT. OFo — — X V- D I REGTLY ABOVE THE LOWEST RISER OF THE a m =w OPENINGS TO BE 24" AND MINIMUM FLIGHT. ENDS SHALL BE RETURNED OR SHALL �o WIDTH TO BE 20" AND THE BOTTOM TERMINATE IN NEWEL POSTS OR SAFETY z 0�QS F° N m a O EXIST. ® O X — _ OF OPENINGS NO HIGHER THAN 5'-8" TERMINALS. HANDRAILS ADJACENT TO A WALL W-'M'W�� w 1 BEAMw x w — — A.F.F. SHALL HAVE A SPACE OF NOT LESS THAN (Y2" W 2 E 3:o w v LU ,� 0 0 - - - BETWEEN THE WALL AND THE HANDRAIL. w V�<11 F l o m ud x O x x X 151 TO RIDGE — _ -7. ALL WOOD POSTS SHALL BE BUILT HANDRAILS SHALL NOT PROJECT MORE THAN �- GL. �+ w w w —— — — —— —— — — — — UP WITH (2) 2X4'5 NAILED TOGETHER W/ o ~Q z o 4Y2 ON EITHER SIDE OF THE STAIRWAY. GL. x 2.3 BELow — — —1 NOTED IL5 ® 8 O.G. UNLESS OTHERWISE -GUARDS/RAILINGS ARE REGtUIRED FOR ANY z U�>~ o °m w SURFACE 30" ABOVE FLOOR OR GRADE. O� w Q NV 5. ALL FRAMING SHALL COMPLY WITH -GUARDS/RAILINGS SHALL NOT HAVE A OAP oNLL $ Fo — —I z (2)13/4"XqV4" THE NEW YORK STATE RESIDENTIAL OF PASSAGE OF MORE THAN 4" w N W Q ° - - - - — ���� I ML LVL I CODE N S wavwv V SHOES I ATTIC I Q W i-Id m in w tL in I�h4GE55 I I q. ALL EXTERIOR PORCH/DECK/ K O N STAIR FRAMING TO BE ACQ -=uw � il'i=oF Z L —— —_-,J I I NEW EXTERIOR WALLS CONSTRUCTION -2" LUMBER-U.O.N." Q= 0`2 t —�SHOE STORAGE I X 4WOOD STUDS ® 16" O.G. PROVIDE w w O�w Q V H AS DESIGNED R-15 AND I/2" INTERIOR GYP. BD. (SEE 10. ALL ELECTRIC TO REMAIN AND Q Q N o a o S 115 BY OTHERS. I SPECIFICATION AND NOTES) AND 1/2" MODIFIED TO ACCOMMODATE NEW I EXTERIOR PLYWOOD SHEATHING, AIR CONSTRUCTION. FINAL ELECTRIC TO LREMOVE EXISTING REMOVE EXISTING ( I > I I INFILTRATION BARRIER AND SIDING AS BE DETERMINE IN THE FIELD } U V m SKYLIGHT. PATCH ROOF SKYLIGHT. PATCH ROOF I I I I SHOWN ON ELEVATIONS. PROVIDE Y2" Ii. ALL ANCHORS, STRAPPING AND AS REQUIRED. A5 REQUIRED. 2X10 G-J- ® I6 O.G. I I 2X10 G.J. ® I6 O.G. RIGID INSULATION BOARD BEHIND SIDING. _ I m CONNECTORS AND HARDWARE TO BE Q LU I0 1 0 I 51MP50N STRONG TIE OR AN APPROVED IU NEW INTERIOR WALLS 4 CONSTRUCTION -2X6 MANUFACTURE AND TO BE INSTALLED A5 X � WOOD STUDS ® 16" O.G. 5/8„ INTERIOR GYP. BD. PER MANUFACTURE WRITTEN INSTRUCTIONS- UNLESS OTHERWISE NOTED ... . .. ..v�.®.... ._ .., . . ...... . -,... ...,_. .. I I m I ON BOTH 51 DE5 Q w W ILI12. ALL ENGINEERED LUMBER TO BE O to Y Cj tu,o, - I I a I HERS WALK-IN CLOSET AS A GLADDED AND SEAL AS REQUIRED j O O I I I DESIGNED BY OTHERS. _ TO PROTECT AGAINST THE O 4 _..... _ WALLS: PAINTED Ix I I I FLOOR: HARDWOOD FINAL LAYOUT TO BE WEATHER ENVIRONMENT z I DETERMINED BY D O HOMEOWNER AND O > � � ( I I 3 O j` SUPPLIER. � crz 3; I I I I 2 x o O > HIS I I n o i v 0 3' E I FLOOR WOOD I 2)I5�4"xgV4' ML LVL m i®j 6X6 WD POST WALL5• PAINTED ( z _, • HA RD �” ILL � v < _y ' 12XIC IkO DGR E 14X6 NO P05T N X P P F-==- A U I N 0 I 0%4X4 WD P05T4 r r t (2)13/4"xN'4" ML LVL � 5 Ys STEEL PIPE � � STANDING METAL ROOF �' COLUMN TO BE SELECTEDI 6'-by8" HOLD-DOWN m — Uj OVER 50# BUILDING 6-lOyB 6-lo/g 6-6/g FELT 15'-OY4" 12'-IOy4" 25'-103/g" 2"X10" LEDGER CONNECT WITH " 4) AND 6" THROUGH BOLTS 1' 0.0. tu 26'-83/8" ADDITION OVER EXISTING GARAGE STAGGER TECO JOISTS TO Q t 1 LU LEDGER WITH ZING COATED OR < �J HOT DIPPED GALVANIZED-TYP. Z Lu i m IL �- z }- o LU SECOND FLOOR PLAN Q I-� 50ALE: 1/4" = 1'-0" WALL KEY O ' _ - - EXI5T TO BE REMOVED O EXIST TO REMAIN (1 NEW WOOD FRAME CN5T Un V NEW POURED CONCRETE O O O ® 4"x4" P05T UNLESS OTHERWISE NOTED —L () lu E HOLD DOWN AS NOTED n HARD WIRED SMOKE !l- OO DETECTOR W/ BATTERY BACK-UP 0 ® 80 GFM FAN TO EXTERIOR N O m Q HARD WIRED CARBON MONOXIDE Q Z M DETECTOR W/ BATTERY BACK-UP N N z MIN 12" A.F.F. AS PER 2020 RESIDENTIAL CODE OF NY5 (� N z SIF DENOTES EGRESS WINDOW # J 3 o d v I o01110 o 4 �i rAReH t1'E'dfS f" TODD O'CONNELL ARCH ITECT P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631) 650-6667 C(516) 658-0325 r0i e • € j TOP OF PROPOSED RIDGE_ _ .._ _.............. ... ...__.... . ... .... .... ................... _ .. _TOP OF PROPOSED RIDGE T .H,�.t.E.Cn;T;.S. — ; TODD O EONNCT P.C. T. +52.02 HT. +32.02 12 12 a �a TODD O'CONNELL, AIA TOP OF EXISTING RIDGE _ I. TOP OF EXISTINGA25._4 RIDGE 200 Veterans Memorial g w 1 aHighway ay I. — — — — Suite 120 HT. +25.4a i HT. +28.4q' � Hauppauge,NY 11788 -------- ...----- _._._ .. ._ _.._.. ......_. .__. F(631) 650-6667 _. _._._..: _ _ r._._e.........:...........,..- 658 0325 r i I j �,.. 3 ._ Id _.._� - L,...... t 1. ! ; rSatafriJ;{rf�jli =fltf J � -- j ii �' .__ .___ �. :..... ... .. ...... .-:. f � r PROPOSED SECOND, .......... ..... .. .. ... .. . ..... .... ... ............. ... ........... _ .......... .. . .... ... _ - �- - F OOR TOP P ATE *. NU11 HT. +21.10'\,V /��� f '•.' ��•..�"`•••••. _._�_) WINDOW HEAD HEIGHT '?� �,• f PROPOSED_TOP OF RIDGE p` HT. +16.61' m _ I 1 i x N PROPOSED BAY _TOP PL TE - PROP05ED BAY TOP PLATE !: ! _..I i _1 ( �_ _._ ., _ _, i. _ _.. _ .._ II II ; II_:4. II II ) I I I I I 1I lI HT. +13. 6' r HT.--+1:2.11-l' i WINDOW HEAD HEIGHT . i - WINDOW HEAD HEIGHT O HT. 6.67' S - -i E i —- - - z J_T_11111 LILILI _..........................................._......... ;.._........ _... ._ ..... : - i _.._ ._.,...._.... dl 7 I O - I - z - I 1 ......... . ,_ - w � �r lu E STING FIRST FLOOR F _ ��v o 0 HT. 4.13' _ . ��---- - - >:.-�-_- -�--�-:_ -.W - __-- , _E.��,-�,=_ _--_.----1_=. . Q�- ��a F w (: I Ip �Owwi =ry ' J 3: x m APPROX. LOWEST _ EXISTING GARAGET I B 3 v :o o z m� W GRADE AROUND HOUSE _ _. ._ ---.--.. ..__..-. __.. _ ------- - -_----- _ ......_--- - _._. . . .. _ _ T o z z wus,,m v PPROX. O _ - x LU 0 HT. O.0 GRADE AROUNDhHO� O�w=z�QwOp� uF- m pQ�po�Qa►-�zQO = Q�ulWFp�O�a} �wwpz�p���t0 ��O� Npz�Fw _UNu- �rOzti c� FRONT ELEVATION ����o v $Q��'vo SCALE: 1/4" = I'-O" 0 W y o w WLIZ F z�� �>Y-QW-� ww Lu Wx IL UM o° (] TOP 0= PROPOSED RIDGE_ _........... ... _...... .. . . . .. _TOP OF PROPOSED RIDGE (� HT. +52.02' HT. +52.02' -� w w O � ° v o TOP OF EX15TINO RIDGE _ „ TOP OF EX15TINO RIDGE OLL HT. +28.4Q' HT. +28.4x' O � Q � o y...._....._.. LU o .. � � � z ..... ...................... .. ... I - PROPOSED SECOND N :.. _ __ ... - _ i..-__. _ ._._ __. \ HT +2 .10' 4 __....-. I .. .. i - `- i 1 ( _... . _ -.. _ _....._ .. ... . _...,., .__ ..., _...._..—_ WINDOW HEAD HEIGHT - _..._ - - w M- i i _ i N i. -d PROPOSED TOP OF RIDGE_ _. _.... ._ - _ _ i _ - O = ........ ..... I _ LU _ ........._.........v....- _.......1..- .. m........ .I_............. ............_... ...._......................_ .._ _ --- �_____.. � ..� � -.�_.,��._11__4__� . -� �_ _ _�..._� I - - _-. — t f - _ I _ _ .-. . _. . __. _ .._... PROP05ED BAY TOP PL TE cw LL PROPOSED BAY TOP PLATE 3. 6 — _ la1) HT I — HT. WINDOW HEAD HEIGHT _— ..._.._(.... �_. ..._.3. �.. -- �. .. _. ._..... - T i j —- WINDOW HEAD HEIGHT Z 'I ' • HT. 6.67' -,.. - .. ,. .. - � I I HT. �f.5' = O - - — - -- - _ - _ __ _ _ _ —�. i �� i � � �•�- ill I I I :- _I ._ ...... N i E STING FIRST FLOOR _ _. - " FT-fl-71 HT. 4.13' 1� 3 I O lam\ OL O V lel z _.._.,• - _ EXISTING GARAGE 5 B �� APPROX. LOWEST ,_ _.. HT. I. 4' OL _..._... _. ...--__.--._ .. _.____-- '- --. _ _ APPROX. LOWEST GRADE AROUND HOUSE HT. 0.0 m La = cv O 0 � z z FRONT ELEVATION o � d z SCALE: 1/4" = 1'-0" w ' TOP OF PROP05ED RIDGE_ _.. .... ........ . . _........ . ...................... .. .......__..... .. .. r -TO DD I T E C T P.C. O'CONNELL .... ........... ... ..... ........ HT. +32.02' _TOP OF PROPOSED RIDGE HT. +32.02' TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 TOP OF E,XI5TING RIDGE Hauppauge,NY 11788 I T. +2a.4a' HT. +28.-4a' P(631) 650-6666 _.........._ .... _ TOP O EXISTING RIDGE F(631) 650-6667 C(516) 658-0325 a PROPOSED SECOND .mss s t r�7 i S i 1 _1 G 1 i f g _ � t I -- I- WINDOW HEAD HEIGHT I I � ) I ( I I. 1..... ,r y HT 6.67' _ _. _.. ..._.____- - PROP05ED TOP OF RIDGE __ .��_ ... _w :.- _ .�..�_,L. ,_... __._.....( .. C.. .._............ = O I Y HT. I b.b l dJ 0 _ _ I tr N — ) .I .._.. ......�. I ..'......._ PROPOSED BAY TOP PL TE N 1" �-LJJ HT I b' PROPOSED BAY TOP PLATE 3' HT. +12.17' I # F- WINDOW HEAD HEIGHT - _... ............_ HT. 6.67' _ 11 _ . .. I -� - - - U L LU E STING FIRST FLOOR F HT. 4.15' m� �1Waw } z to" z F IL inV~ppz� W N _ EXISTING GARAGE 5 B o �=�uNuwim V J w APPROX. LOWEST HT. I. 9' w Q o o m o W O 2 1- G D4 ROU D 5E pQ��<K�wz� HT. 0.0 = Q'�600vo a m ° aQ< W Q O� z�WUID V Nu-,11Q ��"7 REAR ELEVATION N e w`-JL (a D v~ �uN�O� z�uN�n� m�u z m SCALE: 1/4" = I'—O" =G 0<2:w x o° z t"t" to w� � dQx�o°�03 0 v 7 Q m lu TO_F OF PROPOSED RIDGE_ _... _TOP OF PROPOSED RIDGE Q h1T. +52.02' HT. +52.02' to O U1 W W O � � v TOP OF EXISTING RIDGE _ _. _ _...._ .... ... - ._r_... _..... _ _.....__... _.... ._ _.... . _ . .... __.. _ TOP OF EXISTING RIDGE Q O HT. +26.41' HT. +25.49' IL z _ Q o } _ I o � oo � v z ( 7 f f PROP05ED SECOND _ .. ._ _.. —I:: ... - W_ :. ..: .. :�::: W L.. . 1 ,...:1 --1:,:�::.-j .__ ..,.. _. _ _.._ _. _. _ .._.. - - - - PLO TOP PLf�TE (rV N d HT. +21.10' N I I -I_ _......................._.._ l:._ �. I i I _.._.......... .. ...I. .......__...... I —_ WINDOW HEAD_HEIGHT l.._. _ - - - HT. 6.67 - at -- - :-- : - 1 11 ._ N PROPOSED TOP OF RIDGE - .. -_ _.. r - N = lu - m _. ..._. i- - :..__.. .._.... C . --�. : _:: .. ...!.. i 7 I ' EE 0 11_1 il 17 1 11 PROPOSED BAY TOP PL TE N �1 TT r PROPOSED BAY TOP PLATE I ......I.mm_. _.... .1 _ _ _ ._ . I .....I _ _ I f I_ s. I._� _ _ HT. LL c/ W HT. +12.17' WINDO'N HEAD HEIGHT — :� �. HT. 6.67 W.. _ .. .... .:......_....:.:.,..........: HT. 9.5 I _ ' Q I— LU = o N � ........_. E STING FIRST FLOOR jj HT. 4.15' - - - LU . ::!::-.� :f .-. 1 �: .. -� APPROX. LOWEST _ EXISTING ill GARAGE 5 B Q- HT. 1.2q" - GRADE AROUND HOUSE _ _ _ APPROX. LOWEST � JU T. Zi-.o GRADE AROUND HOU5EOL HT. 0.0 =ry Q � L1 W N ~O m EHU I M FRONT ELEVATION w cryo Q • SCALE: 1/4" = I'—O" N W z Q 0 OJ. 4f... s ,XF�EITECfS CONGEALED ALUMINUM FLASHING. -TODD o'CONNELL ARCHITECT P.C. PROVIDE ICE PROTECTION AS tt TOP OF PROPOSED RIDGE_ _._.. .. ..._ ._...__ _ __.__..._. .. . ._ . . _,. _ .. _.. .- ......_._..__ ... .._._._.__ . ....._ _.. .. ..._ _ _. ._..._.__. .. __- _ . .. _ _ .___.__. . _ _.. _...,._,..._. ._. __.... 20Detera CON Memorial Highway PER W105.2.1.1 WHICH T _ _._.__. __ _.__...__ _. _.___._ _. ____..._ _ __..____. _ ..._.____ _ ..__..� _ _"___.... CONSISTS OF AT LEAST 2 1' T. +32.02' 2Xi2 RIDGB BOARD WITH LAYERS OF--UNDEPI YMENT TOP OF PROPOSED RIDGE 1 g y CONTINUOUS RIDGE VENT CEMENTED TOGETHER OR A HT. +32.02' Suite 120 SELF-ADHERING POLYMER Hauppauge,NY 11788 MODIFIED BITUMEN SHEET TO P(631) 650-6666 TOP OF EXISTING RIDGE _ _ / _ _ _. . _._ . _ _._........ 4 5 1 58-0325 EXTEND ROME VE'S EDGE TO A MIN OF 2 " IN IDE - - - - - - - - - - - - - - - - - - - -.. ... ._._ _ _. .. ._ ._ _. .... TING RID 6 6667 TOP OF EXIS_ GE C(5 6) 6 HT. +28.49' . ® � THE EXTERIOR WALL - HT. +28.49' / (®Xs OF ATTIC) 4L% LINE OF THE STRUCTURE � / \b ATTIC ASPHALT SHINGLES TO BE SELECTED ti OVER 30# BUILDING PROVIDE R30 BATT INSULATION 6'' FELT PROVIDE BRIDGING 2XIO G.J. �"� •° 4x3 ALUMINUM GUTTER W/ / _ 3x4 ALUMINUM LEADER TO ' �O / BE SELECTED BY OWNER LOOS ''m PROPOSED SECOND F R TOP PLATE � � ,C �.,,, - • '`�/ I / ON 1X6 FASCIA BOARD/._,�.... l . HT +21.10' 2xlo G. ® I6" o G WVENTED SOFFIT WINDOW HEAD HEIGHTUPTURN=D (5)1-314"x16" ML LVL ...�`� HT. b.6T / n NEW EXTERIOR WALLS CONSTRUCTION -2" / II ii QRS _ X 4" WOOD 5TUD5 ® 16" O.G. PROVIDE - PROPOSED TOP OF RIDGE_ _ _..__...... _._.._. ._ _ //� .i. ii -- I� _...._.__. _ .__.. I SIS ,I WALLS: PAINTED - -IS AND IT2� INTERIOR GAP. D. (SEE - \ - _ _ _ _. .. .. _ _ .__. _ ._._... _. _., ,_. _,._,_....... _. _.. ....._..,._ -_ .. __.. _. . _- I. - NALL✓. PAINTED '-------- PEC IFICA, ..,. AN NOTES-) AND R T. +16.61' / \� I II n FLOOR: HARDWOOD 5 O (n ® ll II II FLOOR: HARDWOOD INFILTRATION BARRIER AND SIDING AS1- / EXTERIOR PLYWOOD SHEATHING, AIR / �I II ll II it PROVIDE R35 BATT INSULATION m (y SHOWN ON ELEVATIONS. PROVIDE Y2 ___ __ _..___ _. _ / II `. it . ii ._ _!i _ _ _ _ - _ RIGID INSULATION BOARD BEHIND SIDING. Z II ALIGN FLOOR WITH EXISTING ADJACENT N MASTER BEDROOM FLOORING. PROPOSED BAY TOP PL TE PROPOSED BAY TOP PLATE HT. .......... .... ........... HT. WINDOW HEAD HEIGHT —'(:2)1!/'4"x20" _._..___ _ _._.... _ _ WINDOW HEAD HEIGHT � p � ML-LVL T. 9.5' HT. 6.67 FLUSH (2)13/4"xl I%8" HV zcv = ML LVL m �o W 1-:tu o r O 11 78" Til 560 PRO SERIES ® 16110. w o o 0 0 6 OARAOE o °oJJ ul L—i Li WoW� [Ll E STING FIRST FLOOR _ _ _..___. _. _ _.,._._...._.. ..._ ,.... .., _..,.__._.. ._ _. ... _ ..., ._ ... .. .. .... . .. _ _ _ _.-. _ -. .. _..,...._. .. _. _. ._.___... _ _.._.-_. _ ..__. _... .,. . ._ __.._ .. _. .__.._. 00,0Qozroo 7-LU HT. 4.130 p V 6HH - JVw md) k) o 00 O Nil _ EXISTING GARAGE 5 B =�-Qw APPROX. LOWEST HT. 1. 9' GRADE AROUND HOUSly E HT. - - - ...... 14" 50NOTUBE MINIMUM 36" ---- APF ROXz j O. BELODE. Q� 0 GRADE AROUND ► ozM° w 24"x2.4"XI2" POURED CONCRETE U a Wv FL o i a N V FOOTING (3,500 PSI MIN) TO REST ON UNDISTURBED VIRGIN SOIL (3' DEEP 'MIN); W/(2) #4 REBAR, z��v w����:o o z NOR K x � v m OROSS SECTION A-A SCALE: 1/4" = 1'-0" m w w O N � H 0.O. U cj0 OL z IL LL O O 4 OC z w N N ry ly u m N - > W Q� 1-u �1,u v vz >� Lu —m IL i vz Q O �� Z }- O Q jU <v oOp � O- lu OL o 0 W LU N oilly z 0 . zLU _ m Q O 0 � 0 " 2020 RESIDENTIAL CODE OF NEW YORK STATE 2020 RESIDENTIAL, CODE OF NYS - TABLE R602.5(1) TABLE R802.11 RAFTER OR TRU55 UPLIFT CONNECTION FORGES TABLE R602.50) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER NOTE: WINDOW FALL PROTECTION TO BE PROVIDED - FASTENING 50HEr%LE FROM WIND (ASD) (POUNDS PER CONNECTION) ob•c.d,e.f.ah FA5TENINC 50HEDULE CONTINUED TABLE 8301.7 FOR ALL WINDOWS AS PER NUMBER AND TYPE iTE DESCRIPTION OF EfUILDIN6 00SPACING AND LOCATION EXPOSURE B ITE DESCRIPTIONO ELEMENTS OF FASTENER A F BUILDING ELEMENTS NUMBER AND TYPE bc SPACING OF FASTENERS ALLOWABLE 2020 RESIDENTIAL GODS OF NYS SECTION 8312.2 OF FASTENER STRUCTURAL MEMBER ED6E5}� INTERMEDIATE DEFLECTION �"•-, ROOF ULTIMATE DESIGN WIND SPEED Vult (mph) (INCHES) suPP°Rrs A R c H`i`T'E C•T 5 4-6d Box(2 �"XO.113")OR RAFTER OR ROOF SPAN (INCHES) RAFTERS HAVING SLOPES GREATER THAN 3/12 L1150 - IN DWELLING UNITS WHERE THE TOP OF THE SILL OF AN OPERABLE TODD O'CONNELL V 130 mph 140 mph WOOD STRUCTURAL PANELS,5UBFLOOR,ROOF AND INTERIOR WALL 5HEATHIN6 TO FRAMING AND PARTICLE BOARD WALL WITH NO FINISHED CEILING ATTACHED TO WINDOW OPENING IS LOCATED LE55 THAN 24 INCHES ABOVE THE ARCHITECT P.C. BLOCKING BETWEEN CEILINS JOISTS OR RAFTERS 3-Sd COMMON(2 rs"X0.131");OR TOE NAIL TRUSS SPACING (FEET) 5HEATHING TO FRAMIN6[SEE TABLE R602.3(3)FO WOOD STRUCTURAL PANEL EXTERIOR WALL 5HEATHING TO WALL FRAMIN61 {, " 1 To TOP PLATE 3-Tod Box(2X2"x0.126');OR ROOF PITCH ROOF PITCH bd COMMON(2"X0.113")NAIL(SUBFLOOR,WALL) RAFTERS FINISH FLOOR AND GREATER THAN -12 INCHES ABOVE FINISH GRADE 3-3"xo.13r' NAILS <5:12 >5:12 <5:12 >5:12 30 s/D"- 6d COMMON(2�"X0.131")NAIL(ROOF) 6 12P INTERIOR WALLS AND PARTITIONS H/180 OR SURFACE BELOW THE EXTERIOR OF THE BUILDING TODD O'CONNELL, AIA -THE OPERABLE WINDOW SHALL COMPLY WITH: 4-6d BOX(2 }"X0.113")OR 12 q5 122 113 , bd COMMON NAIL(2 Y2"X0.131") 6 12P FLOORS L/360 1200 Veterans Memorial Hi 3-bd COMMON(2 Y2"XQ.131");OR PER JOIST,TOE NAIL IS 122 I I.2� 157 146 31 7�2"- I" OPERABLE WINDOW THAT ARE PROVIDED WITH WINDOW ghway 2 CEILING JOISTS TO TOP PLATE 3-Tod BOX(2 Y2"x0.126');OR CEILING WITH BRITTLE FINISHES (INCLUDING L/360 OPENING CONTROL DEVICES THAT COMPLY WITH SEC. 8312.2.2 Suite 120 24 14q ;37 Iq2 178 IOd COMMON(3"X0.146") NAIL;O 3-3"X0.131" NAILS - 32 I Ye"- I Ya" b 12 PLASTER AND STUCCO) Hauppauge,NY 11788 28 167 l53 216 200 6d(2)2"X0.131")DEFORMED NAIL CEILINGS WITH FLEXIBLE FIN15HES (INCLUDING L/240 8312.2.2 WINDOW OPENING CONTROL DEVICES- SHALL COMPLY WITH 12 O.G. 32 185 170 240 222 4-IOd BOX(3"X0.113")OR OTHER WALL SHEATHING GYPSUM BOARD) P(631) 650-6666 GEILIN6 JOIST NOT ATTACHED TO PARALLEL RAFTER, 36 203 1861 264 244 I 2"GALVANIZED ROOFING NAIL, a HEAD ASTM F20ciO 3 LAPS OVER PARTITIONS[see,Sections 86023.1 ,880232 3-Ibd COMMON(3)4'X0.162");OR FACE NAIL 42 230 211 300 278 33 1 Y2"STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I"GROWN STAPLE 16 ga., 3 6 ALL OTHER STRUCTURAL MEMBERS L/24o THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE F(631) 650-6667 and Tablo 8602.5.1 (9)1 4-3"X0.131"NAILS SHEATHING 48 258 236 l 336 311 I °LONG C(516)658-0325 1 a OV9XNIZED ROOFING NAIL, e HE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT J 12 126 _11-1 ." 162 150 34 -/,2"STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I"GROWN STAPLE 16 ga., 3 b EXTERIOR WALLS - WIND LOADa WITH PLASTER OR H/360 REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO GEILINJOIST ATTACHED TO PARALLEL RAFTER TABLE R802.5.1(9)R802.5.1(9) 15441 162 120cl Iq4 SHI EATHING STUCCO FINISHES " 4 (HEEL JOINT), FAGS NAIL - Y"LONG ;rr�rrtr i(y " ) 24 iq8 k8^ 255 237 d 1 Y2"GALVANIZED ROOFING NAIL;STAPLE a LE55 THAN THE AREA REQUIRED BY SECTION 8310.2.1 [see, Sections R802.3.1 ,F:802.3.2 and Toole, R802.5+.1 (9)] 35 Y2"GYPSUM SHEATHING GALVANIZED, I Y2" LONG;1 Ya"SCREWS, 7 7 EXTERIOR WALL5 - WIND LOADS WITH OTHER H/240 , 28 222 203 287 2661 4-10d BOX(3"xo.12e")OR Ib O.G. 32 246 226 31cl 265 TYPE w OR s BRITTLE FINISHES d I°/a"GALVANIZED ROOFING NAIL;STAPLE COLLAR TIE TO RAFTER,FACE NAIL OR I Ya"X 209a. 3-IOd COMMON(5&'X0.148");OR 36 270 24-1 351 325 36 s/a"6YP5UM SHEATHING s " 7 a d 2020 RESIDENTIAL CODE OF NYS SECTION 8305.1 - 5 RIDGE STRAP TO RAFTER 4-3"X0.131"NAILS FACE NAIL EACH RAFTER GALVANIZED,I /e SCREWS,TYPE W OR 5 EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE H/120 42 306 _ 281 3ciq 370 WOOD 5TRUSTRUAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING FINISHES. '�t - 45 343 314 447 414 MINIMUM HEIGHT- GEILIN6- HABITABLE SPACE HALLWAYS AND �;•�: 3-I6d BOX NAILS(3 J"X0.1359 OR 2 TOE NAILS ON ONE SIDE s 6d DEFORMED(2"X0.120") NAIL;OR 6 12 LINTELS SUPPORTING MASONRY VENEER NALL50 L/600 37 /a"AND LE55 PORTION OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A 3-IOd COMMON NAILS(3"X0.146');OR AND I TOE NAIL ON OPPOSITE EXPOSURE G bd COMMON(214"X0.131")NAIL NOTE: L-SPAN LENGTH H-SPAN HEIGHT 6 RAFTER OR ROOF TRU55 TO PLATE SIDE of EACH RAFTER OR _ _ CEILING HEIGHT OF NOT LE55 THAN 7 FEET. BATHROC>M5, TOILET z. 4-IOd BOX(3"X0.126");OR 4-3"x0.131°NAILS 1 ULTIMATE DESIGN WIND SPEED VUIt (mph) Y Y bd COMMON(2"X0.131")NAIL;OR T15 p 36 y," _ I„ b 12 ROOMS, LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT $ T -r ed DEFORMED(2 Y2"x0.120")NAIL a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS RAFTER OR ROOF SPAN 130 mph 140 mph HEREIN THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN LESS THAN 6 FEET 8 INCHES 4-I6d(3�"X0.1359 OR TRU55 SPACING (FEET) IOd COMMON(3"X0.148")NAIL;OR 6 12 y�I O �/ � ;".'`;. ;t>' 3-IOd COMMON(3"X0.146");OR 39 I Ye' - I Y4" AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS EXCEPTION: p } TOE NAIL ROOF PITCH ROOF PITCH ed DEFORMED(2 J4"X0.120")NAIL SYS 00 �.�,. �� 4-10d BOX 0"x0.126');OR FOR 51: I Inch = 25.4 mm,I foot = 304.6 mm,I MILE PER HOUR = 0.447 m/s;I ks1 = 6.69s MPO OBTAINED FROM THE TABLE R301.2(2). I. FOR ROOMS WITH SLOPED CEILINGS THE REQUIRED FLOOR �n BOOR RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR 4-3°X0.131"NAILS <5:12 >5:12 <5:12 >5:12 b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT �r 12 161 151 IciB 186 THE LENGTH OF THE CANTILEVER. LE55 THAN 5 FEET AND NOT LESS THAN 50 PERCENT OF THE ROOF RAFTERS TO MINIMUM 2"RIDGE BEAM 3-I6d BOX(3 "X0.135")OR �- a.NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FF:AMING AND SHEATHING 2-I6d COMMON(5&'X0.162");OR TOE NAIL IS 208 1�i5 257 242 G. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN 3-IOd BOX(3"X0.126");OR 24 256 23q 317 2c15 COMMONMAIL), O K51 FORSHANK DIAMETERS BLADRGERYTHAN 0.11442 INCH BUT NOTOLARGER THAN O.M INCH,AND 100 KSI FOR SHAW ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO REQUIRED FLOOR AREA SHALL HAVE A CEILING HEIGHT OF NOT 3-3"X0.131"NAILS „ 28 28q 26 1 358 335 DIAMETERS OF 0.142 INCH O LE55. COVERS, NOT 5UPPORTIN5 EDGE OF GLA55, THE CONTINUOUS LE55 THAN 7 FEET I2 O.G. b.STAPLES ARE 16 CAGE WIRE AND HAVE A MINIMUM 7/16-INCH ON DIAMETER GROWN WIDTH. 2. THE CEILING HEIGHT ABOVE BATHROOM AND TOILET ROOM wALL 32 321 2q� 3q8 373 ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF m c.NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 46 INCHES OR GREATER. I6d COMMON(3 Y2"X0.1629 24"O.G.FACE NAIL 36 353 32q 438 411 d.FOUR-FOOT BY 5-FOOT OR 4-FOOT BY 9-FOOT PANELS SHALL BE APPLIED VERTICALLY. GLASS, THE TOTAL LOAD DEFLECTION 5HALL NOT EXCEED FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE OF 6 STUD TO STUD(NOT AT BRACED WALL PANELS) IOd(3"X0.126");OR42 402 375_ 4qq 468 o.5PAGING OF FASTENERS NOT INCLUDED IN TH15 TABLE SHALL BE BASED ON TABLE 8602.3(2). L/I-15 FOR EACH OLA55 LITE OR L/60 FOR THE ENTIRE BEING USED FOR ITS INTENDED PURPOSE 3"X0.131")NAILS 16"O.G.FACE NAIL 48 450 420 560 524 P.WHERE THE ULTIMATE DES16N WIND SPEED 15 130 MP'H OR LE55,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO LENGTH OF THE MEMBER, WHICHEVER 15 MORE 5TRINGENT. GABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER.WHERE THE ULTIMATE DESIGN WIND SPEED 15 GREATER THAN 130 MPH, r 12 _ _ 214 51 263 247 FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF Ibd BOX(3)4"X0.135");OR 18 277 _25q 342 322 NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED b INCHES ON CENTER FOR MINIMUM 46 INCH N 12"O.G.FACE NAIL DISTANCE FROM RIDGES,EAVES AND CABLE END WALL5;AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. 5UNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD N 13 9 STUD TO STUD AND ABUTTING STUDS AT INTEFSEGTI'N6 WALL 3"X0.131"NAIL5 24 340 "51b . 422 316 S.GYPSUM SHEATHING SHALL CONFORM TO ASTM G 1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253.FIBERBOARD SHEATHING DEFLECTION SHALL NOT EXCEED L/120. F- # CORNERS(AT BRACED WALL PANELS) Ibd COMMON(3 Y2"X0.162"9 16"O.G.FACE NAIL :: 28 384 i .555 4'16 446 SHALL CONFORM TO A5TM G 206. Z Ib O.G. h.5PAGING OF FASTENERS ON FLOOR 5HEATHING EDGES APPLIES TO PANEL EDGE5 SUPPORTED BY FRAMING MEMBERS AND REQUIRED d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM 32 42-1 .igPi 52q 4q6 Q I6d COMMON(3 Y2"X0.162") 16"O.G.EACH EDGE FACE NAIL - BLOCKING AND AT FLOOR PERIMETER5 ONLY.5PAGING OF FASTENERS ON ROOF SHEATHING PANEL EDGE5 APPLIES TO PANEL EDGE5 BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE F- - 36 46q 436" 583 547 SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING.BLOCKING OF ROOF O FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO DEFLECTION OF H/180. 10 BUILT-UP HEADER(2"TO 2"HEADER WITH Ys'SPACER) Ibd BOX(3&'X0.135") 12"O.G.EACH EDGE FACE NAIL 42 535 4qq 664 622 THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT A5 REQUIRED BY OTHER PROV15IONS OF THIS CODE.FLOOR PERIMETER SHALL BE :3 SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. e. REFER TO SECTION 8703.8.2. N 48 5gci 55q 745 bq7 ZO 5-8d BOX(2 Y2"X0.113");OR I WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL GEILIN6 JOIST IN ACCORDANCE WITH THIS SCHEDULE,PROVIDE TWO TOE NAILS II CONTINUOUS HEADER TO STUD ON COMMON(2 Y2"X0.131");OR TOE NAIL FOR 51: I INCH = 25.4 mm, I FOOT = 304.8mm, I MILE PER HOUR= 0.447 m/s, ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE GEILIN6 J015T TO TOP PLATE IN ACCORDANCE WITH THI5 SCHEDULE.THE TOE NAIL ON z 4-lod BOX(3"X0.126° , THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REQUIRED. R301.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN I POUND =0.454kg, I POUND PER SQUARE FOOT = 47.q N/m , I plf 14.6 N/m WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM NINDBORNE DEBRIS. I(od COMMON(3 Y2"x0.162") 16"O.G.FACE NAIL GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE v IV TOP PLATE TO TOP PLATE IOd BOX(3'X0.126");OR a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF } w w � o 12 REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E Icigb AND A5TM E 1886 AS m -°J v 3"X0.131") NAILS 12"O.G.FACE NAIL HEIGHT AND WIND EXPOSURE CATEGORY B OR G. FOR EXPOSURE D, THE UPLIFT TABLE I: MINIMUM INSULATION THICKNESS FOR CIRCULATING HOT WATER PIPES o �z MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR w o CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE INSULATION THICKNESS IN INCHES BY PIPE SIZES w w f~v O 0 WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPACT-RESISTING 8-I6d COMMON(3 J"Xo.162");OR TABLE U51NO THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE Q -Two--- 12-I6dBOX(3 Y2"x0.135");OR ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE HEATED WATER NON-CIRCULATING RUNOUT5 CIRCULATING MAINS AND RUNOUT5 STANDARD OR ANSI/DASMA 115. (SEE TABLE BELOW) ,amu IL =w DOUBLE TOP PLATE SPLICE FOR SDG's A-D2 WITH SEISMIC 12-IOd BOX(3"X0.126");OR FACE NAIL ON EACH SIDE OF " " " " " 0. O J O BRACED WALL LINE SPACIN6<25' TABULATED FORGES FOR EXP05URE G AND D OR FOR THE OTHER MEAN ROOF TEMPERATURE (F) UP TO I UP TO 1.25 1.5 TO 2.0 OVER 2 EXCEPTION: N F w 12-3"X0.131" NAILS END JOINT(MINIMUM 24" LAP w SPLICE LENGTH EACH SIDE OF HEIGHT5. 1-10-180 0.5 1.0 1.5 2.0 WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LE55 THAN W6 INCH AND A Z q z �m 13 END JOINT) b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND GEILIN6 SPAN OF NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. DOUBLE TOP PLATE SPLICE SDG's D ,D,OR ;AND 140-160 0.5 0.5 1.0 1.5 v o z to 0 1 D2 12-I6d(3Y2'xo.l3s") ASSEMBLY DEAD LOAD OF 15 PSR. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE o O _v BRACED WALL LINE SPACINIG>25' O J V w N N G. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF 100-130 0.5 0.5 0.5 1.0 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE _-1 z w z v OVERHANG OF 24 INCHES. PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED a w� o w_o 16d COMMON(3)2"x0.162") 16"O.G.FACE NAIL d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TOm' V 14 BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR I6d BOX(3 Y2"Xo.13s");OR MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING RESIST THE GOMPONET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH o w= __<Q0 Q BLOCKING(NOT AT BRACED WALL PANELS) 12"O.G.FACE NAIL TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAC PIPES Q K O z 3"X0.131")NAILS CORNERS. EITHER TABLE 8301.2(2) OR ASCE 7, WITH THE PERMANENT CORROSION-RESISTANT 9<j o 0 o J�o e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE 3-16d BOX(314"X0.135");OR 3 EACH Ib"O.G.FACE NAIL UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THISO. z - oC► IS BOTTOM PLATE T°JOINT,F:IM JOIST,BAND JOIST OR 2-Ibd COMMON(3 Y2"X0.162");OR 2 EACH 16"O.G.FACE NAIL PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZE BUILDINGS W TH A MEAN ROOF ORDAN E HIT FEETLE R501.2.1.2 15 PERMITTED FOROROR LESS WHERE THE ULTIMATE K 3`"° 0 0 BLOCKING(AT BRACED WALL PANELS) 4-3"X0.131"NAILS 4 EACH Ib"O.G.RAGE NAIL REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED TYPES RANGE (F) 2 RUNOUTS I AND LESS 1.25 TO 2 2.5" TO 4 Q o o z14 FORGES. DESIGN WIND SPEED, 15 180 MPH OR LESS. Q m w w p o? 4-6d Box(2 "x0.113");OR f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT HEATING SYSTEMS LL w m w w Q ° 3-I6d BOX(3 l4"xo.135");OR CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 plf FOR EACH FULL o o m �' 4-8d COMMON(2 Y2iX0.131");O TOE NAIL LOW PRE55URE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 TABLE 8301.2.1.2: WINDBORNE DEBRIS PROTECTION FASTENING �`�' > o FL o V� v 4-I0d BOX(3"X0.126");OR WALL ABOVE. v tn lu 16 TOP O BOTTOM PLATE TO STUD 4-5"X 0.131 NAILS g. LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS LOW TEMPERATURE 120-200 0,5 1.0 1.0 1.5 SCHEDULE FOR WOOD STRUCTURAL PANELS �' �,p o ro I;__ T o }- 3-I6d BOX(3}"x0.135");OR. SHALL CONDENSATE 5HALL BE PERMITTED. z o FASTENER SPACING 2-I6d COMMON(314"X0.162");OR END NAIL h. THE TABULATED FORGES FOR A 12-INCH ON CENTER SPACING SHALL BE PERMITTED Y o w w l T v o F- Z (FEED WATER) ANY I.O I.O I S 2.0 ���z �w � 3-I0d BOX(3"x0.126");OR TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. FASTENER TYPE 4 FOOT 6 FOOT ���9 J 3-3"XO.131"NAILS COOLING SYSTEMS PANEL SPAN < PANEL SPAN < PANEL SPAN w Q o w 4��w 3-IOd BOX(3"x0.126");OR CHILLED WATER, REFRIGERANT 201-250 1.0 1.5 1.5 2.0 <4 FOOT <_6 FOOT <_8 FOOT Q m o o o S Q 11 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON(3 Y2"X0.162");OR RAGE NAIL AND BRINE 120-200 0.5 1.0 1.0 1.5 3-3"X0.131"NAILS NO. 8 WOOD SCREW 3-6d BOX(2 "X Y2"X);OR BASED ANCHOR WITH 2 INCH EMBEDMENT LENGTH 16 10 8 0 j22-8d COMMON(2)4"X0.131");OR 18 I"BRACE TO EACH STUD AND PLATE 2-fOd BOX(3"X0.128");OR FACE NAIL NO. 10 WOOD SCREW 2 STAPLES 1 s/a" 5-FT-B-0772-3,70.113");OR BASED ANCHOR WITH 24 W 2-ed COMMON(2 Y2"X0.131");OR 16 (� C{ 19 INCH EMBEDMENT LENGTH I" X 6"5HEATHIN0 TO EACH BEARING 2-IOd BOX(3"X0.126");OR FACE NAIL 4 2 STAPLES,I"GROWN, I6go.,1 s/a"LONGca Q 3-6d Box(2 °x°.113");OR )/4 INCH LAG SCREW 3-Sd COMMON(2)4"X0.131");O I6 N 3-I0d BOX(3"x0.126");OR BASED ANCHOR WITH 2 16 16 1a 3 STAPLES, I"GROWN, Ibga.,l °/a" LONG INCH EMBEDMENT LENGTH 0 N w 20 1"X 6"AND WIDER SHEATHING TO EACH BEARING WIDER THAN I"X 6" FACE NAIL 0 3-66 COMMON(214"XO.f31");O 4-ed Box(2 �"X0.113");OR a. THIS TABLE IS BASED ON 180 MPH ULTIMATE O 3-I0d BOX(3"X0.126");OR DESIGN WIND SPEED AND A 55 FOOT MEAN ROOF O W b 4 STAPLES,I"GROWN,I6go.,l °/a"LONG HEIGHT. IL L FLOOR 4-ed BOX(2�"x°.113");OR b. FASTENERS SHALL BE INSTALLED AT OPPOSING H 21 JOIST TO SILL,TOP PLATE OR GIRDER 3-8d COMMON(2 Y2"X0.131");OR ENDS OF THE WOOD STRUCTURAL PANEL. Z 3-IOd BOX(3"X0.126");O TOE NAIL 3-3"X0.131"NAILS FASTENERS 5HALL BE LOCATED NOT LE55 T Q O 0 w 6d BOX(2 INCH FROM THE EDGE OF THE PANEL."X0.113") 4"O.G.TOE NAIL � Z � RIM JOIST,BAND J015T OR BLOCKINIG TO SILL OR TOP 6d COMMON(2 Y2'Xo.131");OR G. ANCHORS SHALL PENETRATE THROUGH THE 22 PLATE(ROOF APPLICATIONS ALSO) lod BOX(3"X0.126");OR 6" O.G.TOE NAIL EXTERIOR WALL COVERING WITH AN EMBEDMENT O lu Q O 3"X0.131" NAILS 3-8d BOX zi 2 "x0.113";OR LENGTH OF NOT LESS THAN 2 INCHES INTO THE 2-6d COMMON(2 Y2"X0.151");OR BUILDING FRAME. FASTENERS SHALL BE LOCATED N _ 23 1"X b" SUBFLOOR OR LE55 TO EACH JOIST 3-I0d BOX(3"X0.126");OR FACE NAIL NOT LESS THAN 2 ,V:2 INCHES FROM THE EDGE OF THE N N 2 STAPLES,rvGBowN, Ibga.,l °/a"LONG CONCRETE BLOCK OR CONCRETE. N c\w < 24 2"SUBFLOOR TO J015T OR 61RDER 3-I6d BOX(3Y2'X0.135");O BLIND AND FACE NAIL d. PANELS ATTACHED TO MASONRY OR N 2-I6d COMMON(3 Y2"x0.162") MASONRY/STUCCO SHALL BE ATTACHED USING 25 2"PLANKS(PLANK s BEAM-FLOOR s ROOF) 3-I6d BOX(314'X0.135");O AT EACH BEARING,FACE NAIL VIBRATION-RESISTANT ANCHORS HAVING AN 2-I6d COMMON(3)4"X0.162") 3-16d COMMON(3 "x°.162") ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS _ 26 SAND OR RIM JOIST TO JOIST 4-10 BOX(3"X0.126");OR THAN 1,500 POUNDS. m � 4-3"X0.131"NAILS;OR END NAIL 4-3"X toga.STAPLES,a"GROWNNAIL 2020 RESIDENTIAL CODE OF NYS SECTION R308- GLAZING god COMMON(4"Xo.Ia2");OR 32"o.G.AT TOP LAYEAND BOTTOM - EXCEPT AS INDICATED IN SECTION R308.1.1 EACH PANE OF GLAZING INSTALLED IN AND STAGGERED HAZARDOUS LOCATIONS AS DEFINED IN SECTION R308.4 SHALL BE PROVIDED WITH A lu 24' O.G.FACE NAIL AT TOP IOd BOX(3"X0.126");OR . ` 27 BUILT-UP GIRDERS AND BEAMS,2-INCH LUMBER LAYERS 3"X0.131"NAILS AND BOTTOM STAGGERED ON MANUFACTURES DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, DESIGNATING THE v OPPOSITE SIDES TYPE OF GLASS AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES, WHICH IS VISIBLE AND: IN THE FINAL INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED SANDBLASTED } 2-20d COMMON(4"X0.192");OR FACE NAIL AT ENDS AND � � 3-I0d BOX(3"X0.126");O AT EACH SPLICE CERAMIC-FIRED, LASER ETCHED, EMBOSSED, OR BE A TYPE THAT ONCE APPLIED CANNOT BE < lu n, m 3-3"X0.131"NAILS REMOVED WITHOUT BEING DESTROYED. A LABEL 5HALL BE PERMITTED IN LIEU OF THE 1� 4-I6d BOX(3�"x0.135");OR MANUFACTURE'S DESIGNATION LL T 25 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-Ibd COMMON(3)4"X0.162");O AT EACH JOIST O RAFTER, 4-IOd BOX(3"X0.126");OR FACE NAIL 8308.4 HAZARDOUS LOCATIONS - THE LOCATIONS SPECIFIED IN SECTIONS 8308.4.1 THROUGH - - { 4-3"X0.131 NAILS R308.4.7 SHALL BE CONSIDERED TO BE SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF .� 29 BRIDGING TO JOIST 2-I0d (3"X0.126") EACH END,TOE NAIL GLAZING Z JU v;�-- R508.4.1- GLAZING IN DOOR- GLAZING IN FIXED AND OPERABLE PANEL OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION LIJ 2020 RESIDENTIAL GODS OF NYS R308.4.2- GLAZING ADJACENT TO DOOR- GLAZING IS LESS THAN 60 INCHES ABOVE THE FLOOR O j OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING- Q ' TABLE R602.5(5) - GLAZING 15 WITH 24 OF EITHER SIDE OF THE DOOR rr� WOOD PANEL WALL 5HEATHING FASTENING 5GHEDULE o -GLAZING 15 ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED Q N V MINIMUM WOOD MINIMUM NOMINAL MAXIMUM WALL ULTIMATE DESIGN WIND POSITION AND WITHIN 24" OF THE HINGED SIDE OF AN IN-SWING DOOR < ` 0 MINIMUM NAIL PANEL NAIL 5PAGING !� STRUCTURAL PANEL THICKNESS STUD SPACING SPEED VOLT( 'h1) 8308.4.3- GLAZING IN WINDOW 51ZE PENETRATION PANEL SPAN (INCHES) (INIGHE5) EDGE5 FIELD WIND EXPOSURE CATEGORY - EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN cl 50.117T. Q lu " (INCHES) RATING (INCHES 0.0) (INCHES 0.0) B G0 -BOTTOM EDGE OF GLAZING IS LESS THAN IS ABOVE THE FLOOR LSI (20">(03) 1.5 24/0 3/6 I6 6 12 140 115 110 - TOP EDGE OF GLAZING IS MORE THAN 36 " ABOVE FLOOR AND �-- 6d COMMON 1 16 6 12 110 140 13s ONE OR MORE WALKING SURFACES ARE WITHIN 36", MEASURED HORIZONTALLY AND IN A STRAIGHT Q O O .75 24/16 ?/Ib 24 6 1 12 1 140 115 110 LINE OF GLAZING FOR 51: 1 Inch - 25.4 mm,I MILE PER HOUR = 0.44?m/s 308.4.4- GLAZING IN GUARDS AND RAILINGS a.PANEL 5TRENGTH AX15 PARALLEL PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD 5HEATHING WITH STUD SPACING MORE THAN 16" �}- z O ON CENTER SHALL BE APPLIED►yITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. 8308.4.5- GLAZING AND NET SURFACES- BATHTUBS, SHOWERS WHERE THE BOTTOM EXPOSED V b.TABLE BASED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION 8301.2. EDGE OF GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR LATERAL BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION R602.10. WAL,,KING SURFACE OL c.WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A:24/0 - R3OS•4.6 GLAZING ADJACENT TO STAIRS AND RAMPS- GLAZING WHERE THE BOTTOM EXPOSED SPAN RATING. PLYWOOD 51DINO RATED 16 O.G.OR 24 O.G.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING. WALL-16 AND PLYWOOD SIDING 16 O.G.SHALL BE USED WITH STUDS SPACED NOT MORE THAN 16"ON CENTER. EDGE OF THE GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAY, LANDING BETWEEN FLIGHTS OR STAIRS OR RAMPS lu -GLAZING 36" OR LESS MEASURED HORIZONTALLY FROM THE WALKING SURFACE N 0 m R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING O Z - WHERE GLAZING IS LESS THAN 36" ABOVE THE LANDING AND WITHIN A 60" HORIZONTAL ARE �; N N Z LE55 THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING tu N Q Z • to k; SEE FLOOR PLAN FOR MORE INFORMATION o d o o TABLE R602.10.4- BRAG I NO METHODS A �:3 CONNECTION CRITERIA METHODS, MATERIAL MINIMUM THICKE55 FIGURE FASTENERS SPACING j�'A tt&Hi T E E II S EXTERIOR SHEATHING PER TODD T E C T EC. TABLE 8602.3(3) b"EDGES 12" FIELD R c H I T E c T P.C. C,5-NSP3 „ TODD O'CONNELL, AIA CONTINUOUSLY 5HEATHED /8 _CONTINUOUSLY SHEATHED _ _CONTINUOUSLY SHEATHED _ WOOD STRUCTURAL PANEL INTERIOR SHEATHING PER RAGED WALL LINE RAGED WALL LINE VARIES BY FASTENER 1200 Veterans Memorial Highway TABLE 8602.3(I)or 8602.3(2) Suite 120 to — O Hauppauge,NY 11788 bti P(631)650-6666 cs-GTfQ I F( )631 650-6667 CONTINUOUSLY SHEATHED SEE METHOD GS-NSP SEE METHOD GS-WSP tb WOOD STRUCTURAL PANEL 3/8 C(516)658-0325 z ADJACENT TO GARAGE 2 OPENINGS Q (t�f�tf�ftf;i�(sr?i`f:�"at�1=..(•j;�`,.(;fi��� N RETURN HOLD w t PANEL DOWN bi��:r;I L%��.rl:�`t�3 if d�f��,•fr i-1 k' DEVICE BRACED WALL PANEL AT END BRACED WALL PANEL AT END 05-PF / �, SEE SECTION 8602.10.6.4 SEE SECTION 8602.10.6.4 OF BRACED WALL LINE OF BRACED WALL LINE 0 CONTINUOUSLY SHEATHED /16 z PORTAL FRAME END CONDITION I END CONDITION 2 r, Q !fi`�\���• arta" v 1 Ys" long X 0.12 dia. (for Ys"thick sheathing) Y „ 25 „ _CONTINUOUSLY SHEATHED _ CONTINUOUSLY SHEATHI�D _ o rl;4'�§' . 2 or /32 f cr 1 0/4" long X 0.12 dia. - U k •">'� F�;.,' C,5-SFBd „ (for�t2'thick sheathing 3" EDGES 6"FIELD RAGED WALL LINE RAGED WALL LINE to o CONTINUOUSLY SHEATHED Maximum 16 galvanized roofing nails or 8 common � p Yfi. til STRUCTURAL FIBERBOARD StUC� 5 G1GIYi (2 Ys" long X 0.131"d1a)nails FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.8mm, I degree = 0.0175 rad, I pound per square foot=47.8 NM 2, I mile per hour = 0.447 m/s. a. Adhesive attachment of wall sheathing including Method GB, shall not be permitted in Seismic Design Categories G, Do, D and D2. b. Applies to panels next to garage door opening "here supporting gable end wall or roof load only. Shall only be used on one wall of the garage. In Seismic resign Categories IMO, DI, and D2 roof covering dead load shall not exceed 3 psf. a C. Garage openings adjacent to a Method 05-0 panel shall be provided "Ith a header in accordance with Table R&02.5 (1). A full height clear opening shall rot be permitted to a Method 05-0 panel. RETURN d. Method C,5-SFB does not apply in Seismic Design Categories Do, 111 , D2. 48" MINIMUM BRACED WALL PANEL * (y e. Method applies to detached one and two-famlly dwellings in Seismic Design categories Dothrough 02only. PANEL AT END OF BRACED FIRST BRACED to WALL LINE *5EE REOUIREMENT5 WALL PANEL z # END CONDITION 3 END CONDITION 4 Q v TABLE R602.10.5 t- — MINIMUM LENGTH OF BRACED WALL PANELS _CONTINUOUSLY SHEATHCD METHOD MINIMUM LENGTH RAGED WALL LINE REOUIREMENT5 O (INCHES) CONTRIBUTING ADJACENT CLEAR NALL HEIGHT LENGTH RETURN PANEL. 24"FOR BRACED WALL LINES SHEATHED V Z OPENING HEIGHT (INCHES) 77 WITH WOOD STRUCTURAL PANELS F3 FEET q FEET 10 FEET II FEET 12 FEET 32'FOR BRACED WALL LINES SHEATHED GS-NSP (<64 5) 24 2Y 30 33 36 ACTUAL KITH STRUCTURAL FIBERBOARD � v DISTANCE D. 24"FOR BRACED WALL LINES SHEATHED p LU �z Sn L WITH WOOD STRUCTURAL PANELS LU 52"FOR BRACED KALL LINES SHEATHED WITH STRUCTURAL FIBERBOARDN 0 wz U HOLD-DOWN 800 LBS CAPACITY FASTENED TO THE EDGE O 0 U H 30 DEVICE. OF THE BRACED WALL PANEL CLOSEST TO H Q K LU THE CORNER AND TO THE FOUNDATION OR 1 z 1- v O m TABLE R602.5(5) S 1 ZE HEIGHT AND SPAG I NG OF WRAMING OOD STUDS Q FLOOR FBELOW f`' z 0)m HOLD 3 O F 6 W BEARING WALLS NON-BEARING WALLS DEVICE FIRST BRACED o z '100 z w�w m V WALL PANEL Nw'W p��0 w v MAXIMUM 5PAGING MAXIMUM 5PAGING WHEN MAXIMUM 5PAGING WHEN i �'~Z p ~ V LATERALLY WEN 5UPPORTIN5 A SUPPORTING ONE FLOOR, 5UPPORTING TWO FLOORS, MAXIMUM 5PAGING WHEN LATERALLY LATERALLY END CONDITION 5 O w= o Q w O o STUD SIZE 5UPPORTING TWO UNSUPPORTED UNSUPPORTED 0< <V H�Z Q o UNSUPPORTED STUD ROOF-CEILING A55EMBLY PLUS A ROOF-CEILING PLUS A ROOF-CEILING OUBLE 2X STUD (INCHES) SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT HEIGHT 12 (FEET) OR A HABITABLE ATTIC, A55EMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE A55EMBLY, ONLY (INCHES) ATTIC, ASSEMBLY (INCHES) ATTIC A55EMBLY (INCHES) HEIGHT +a (INCHES) sa (FEET) :a (FEET) Wi uWi g z z F _____SIMPSON PHD5-5D53 DOUBLE 2X STUD p %J tu s ILVWNN VQ� N IMPSON PHD5-8 w O>,w O V tDILWTmvo=� I I 5/8" THREADED u 0 O O���V�O M I 5TEEL ROD Fz rs'w)_� r z o xuw Op Z II OKED ANCHOR BOLT o a Q L I L I L _j MIN 12 PENETRATION lu=ortuffim� 2X4 10 24r, 16r, -- 24 10 I6 v IMP50N PHD5-W55 INTO FOUNDATION Q Q m O p► O g D 2X6 10 1 24 1 24 16 24 20 24 v II II USE THREAD ROD, DRILL AND EPDXY IN IV FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.Smm AREAS HOLD DOWNS BETWEEN �) FOUNDATION V V m a. L15TED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE ALL. BEARING ALL5 SHALL BE SHEATHED ON NOT LE55 THAN ONE PER TABLE R602.10.5 FLOORS AS REQUIRED AR WW 51ME OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED PANEL LE��IGTH WHERE WALL LINE UP WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION 8602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. i i Q w b. SHALL NOT BE USED IN EXTERIOR WALLSUSE CANTILEVER HOLD-DOWN _ PROVIDE HOLD DOWNS AT C. A HABITABLE ATTIC A55EMBLY SUPPORTED BY 2X4 STUDS 15 LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO WHEN DO NOT ALIGN ALL CORNERS AND BOTH � 2X6 OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. ' ' ' ' ' Q SIDES OF OPENINGS 6' FOR PANEL SPLICE (IF OR GREATER IN WIDTH Q --- NEEDED) ADJOINING PANEL -� w MIN.%/ " WOOD STRUCTURAL ----------------- - ,��--------------------- ------ --- EDGES SHALL MEET OVER t- OL v PANEL SHEATHING ON ONE --------------------- ------------------------ I-- ------ -------- ND BE FASTENED TO O FACE {I if COMMON FRAMING 1j" MIN. EDGE N !\ / ° ' ° o ° ° ° ' ° DIFFERENCE SINGLE POUR •° O z \ / \ / \ / if PER 8403.1.6 � tl O o i1 o r li of FOUNDATION ANCHORAGE RIM JOIST NAILED z \/ o f of INSTALLATION 0 t_ PORTION 0 y /\ " W /\ �' /\ i 0 i i H O I 01 5/8"(1)x12" STEEL ANCHOR w O ---------- - ------ --- - BOLTS AT 3'-0" O.G. MAX. o° V ZO d / , \ w w / ;' \ / \ 0 0 0 0 0 0I MIN EMBEDMENT OF T' F" _—�� I I CLEAR SPAN N MIN. 2x4 FRAMING MIN. ° 1 SD COMMON OR GALV. BOX N N DOUBLE STUDS REQUIRED ° I NAILS 0 6" O.G. AT PANEL SEE PLA '.- I7 MAX N z' Q w T EDGES FOR SINGLE STORY °` N W D .PANEL LENGTH-' ,_PANEL LENGTH' .PANEL LENGTH' J (2) HOLD-DOWN OR (2) ° 1 AND ® 4 INCHES O.G. PANEL R6o2,10.s Z STRAP-TYPE ANCHORS PER ° EDOE5 FOR THE FIRST OF 2 ° °. a a BRACE WALL PANELS WITH CONTINUOUS SHEATHING TABLE 8602.10.6.1 (ONE EACH ° °I STORIES a °` ONE #4 m N — > MIS °' 1/2 SHEAR GONE R6o2.Io.s.2 J SHOWN FOR CLARITY) STRAP- ---� STUD/POST UNDER HEARD A5 •�° ,. ° •°d° . r�M REBAR IN � PARTIAL CREDIT FCxz BRACED WALL PANELS LESS THAN 48 -i TYPE ANCHORS SHALL BE ° ' ° C INCHES IN ACTUAL LENGTH iREQUIRED , ° 3 PERMITTED TO BE ATTACHED 1 , ACTUAL LENGTH OF CONTRIBUTING LENGTH OF BRACED WALL PANEL (INCHES)a w OVER THE WOOD STRUCTURAL �\ °' SD COMMON OR GALV. BOX Simpson Strong-Tie lU LU BRACED WALL PANEL �� ° (INCHES) 8- FOOT WALL HEIGHT q- FOOT WALL HEIGHT PANEL _-_ - --- NAILS 12" O.G. AT USE SIMPSON Z-MAX OR HDC, CONNECTORS 5THDI4RJ LU ° i TO INCREASE CORROSION RESISTANCE `J 48 48 48 FOR ALL HARDWARE IN CONNECTION �p PANEL MUST BE ATTACHED TO INTERIOR SUPPORTS v >, 42 36 36 CONCRETE FOOTING OR ° ° ° W/ ACO LUMBER. < 'I ' to 36 2"1 WA CONCRETE FOUNDATION WALL DOUBLE 2X 5 IL l� W a - LINEAR INTERPOLATION SHALL Be PERMITTED CONTINUOUS OVER BRACED WALL MIN. REINFORCING OF SIMPSON PH05-SDS LINE FOUNDATION- ONE #4 REBAR THREADED ROD ANCHOR BOLT 8602.10.6.1 TOP AND BOTTOM. LAP }- MINIMUM HOLD-DOIAN FORGES FOR METHOD ABW BRACED WALL o 0 0 0 o MIN. 12" PENETRATION •° z BARS 15" MINIMUM INTO FOUNDATION PANELS HOLD-DOM ° .I a ii ii i i° - DRILL AND EPDXY INTO EX NAILED Olu SEISMIC DESIGN FORGE (POUNDS) �_ , ��.II. ° ° °. PORTION CATEGORY AND WIND HEIGHT OF BRACE WALL PANEL ° I .14. " �� i� ° ° SPEED SUPPORTING/STORIES8 FEET q ' '' It d °' li• °,i Q O FEET 10 FEET II FEET 12 FEET °. ° °. I •I „ d. li' i i v , -+I °SDG ABAND G ONE STORY 1,800 1000 1,500 2,000 2,000 eULTIMATE DESIGN WIND SPEED < 140 MPH FIRST OF TWO STORIES 3,000 3,000 3,000 3300 3b00 u uouu °° O a MINIMUM FOOTING SIZE CLEAR SPAN Q r SDG E .B I AND I 2 ONE STORY 1,800 low 1000 NP NP X ULTIMATE DESIE�N WIND UNDER OPENING 15 12"x 12". A 17" MAX SPEED < 140 MPH FIRST OF TWO STORIES 3,000 3pW 3POo W NP I ° o' ° 4 LU FOR 51: 1 INCH = 25.4 MM, I FOOT = 304.8 MM, I POUND = 4.45 N, I MILE PER HOUR = 0.44"1 M/5 (2) ,V2" DIAMETER ANCHOR BOLTS BE PERMITTED SLAB SHALL 1• ° °' a• .1 11 BE PERMITTED AT DOOR II NP = NOT PERMITTED LOCATED BETWEEN 6 AND 12 OF OPENINGS u ° 4 EACH END OF THE SEGMENT TABLE R60210) ° d ° ° DL ONE #4 z GIRDER SPANS AND HEADER ° .Miw REBAR IN lu SPANS°FOR EXTERIOR BEARING a: ° V SHEAR GONE fZOQ WALLS a.SPANS ARE GIVEN IN FEET AND INGHESON CENTER SHALL BE APPLIED KITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. GIRDERS AND f5ROUND SNOW LOAD(psf)c b.NO. I OR BETTER GRADE LUMBER SHALL BE USED FOR SOUTHERN PINE. 1�ifETHO2 J\ E3I wI— ALTERNATE I /l TE BRACED IwI Jl I I F /\ }�IEI Simpson Strong-Tic Tle 30 OTHER TABl1LATED VALUES ASSUME#2 GRADE LUMBER I�"I 1—f l-� Y�l l-� I�l1'"t Y`tl"�J�L FA1`� J� p g- HEADERS SIZE N LU lLl SUPPORTING BUILDING WIDTH (FEET) c.BUILDING WIDTH IS MEASURED PERPENDICULAR TO THE RIDGE.FOR WIDTHS // / STHDI4RJ N t- 20 28 36 BETWEEN THOSE SHOWN,SPANS ARE I RED TO S TO BE INTERPOLATED TABLE RAJ 0 2°1 0"'D.1 FROM 2020 I .R°�.�i. STHD 14RJ N z0 d.NJ= NUMBER OF JACK STUDS REQUIRED TO SUPPORT EACH END.WHERE THE PAN 51-AN SPAN N NUMBER OF JACK STUDS EQUALS ONE,THE HEADER PERMITTED TO BE 1-2x12 6'-II" 1 5'-11" 2 5'-3" 2 SUPPORTED BY AN APPROVED FRAMING ANCHOR ATTACHED TO THE FULL N N IJ) Z ROOF AND 2-2x12 qrl I 18'-5" 2 T-b" 2 HEIGHT WALL STUD TO HEADER LU CEILING 3-2x12 12'-2' 2 1 10'--l' 2 W-5" 2 E.USE 30sf GROUND 5NON LOAD FOR GASES IN WHICH GROUND SNOW > OLID I7ONN FOR BRAGS WALLS DETAIL o N z .� 4-2x12 I4'-I" I 12'-2' 2 10'-11' 2 LOAD 15 LE55 THAN 30 psf AND THE ROOF LIVE LOAD 15 EQUAL TO OR LE55 2W THAN 20 psf # }U FOR 51: I Inch = 25.4 1 1 POUND PER 50.FT. =0.4101 kPat- SCALE: N.T.S. m O 0 N La Y �� f Ria 4''« HURRICANE ANCHORS MANUFACTURED BY .5g'c"H i T E c T 5 SIMPSON STRONG-TIE CONNECTORS MODEL No. H2A THURRICANE ANCHORS MANUFACTURED BY OR APPROVED AQUI VALENT AT EVERY RAFTER TO PLATA CONNECTION BOTH SIDES WHEN U5P CONNECTORS MODEL No. TMU26,TMU210 -,A O D D O RCH EO N NCT pE LL -RAFTERS DO NOT ALIGN WITH STUDS OR APPROVED EQUIVALENT AT EVERY WALL STUDS a I6 11 O.G. RAFTER TO RIDGE CONNECTION WHEN RAFTERS DO NOT ALIGN TODD O'CONNELL, AIA HURRICANE ANCHORS MANUFACTURED BY 1200 Veterans Memorial Highway U5P CONNECTORS MODEL No. 5T22 Suite 120 SIIMP50N 5TRONO-TIE CONNECTOR 16 Oa. COIL STRAPPING MANUFACTURED OR APPROVED EQUIVALENT AT EVERY OF RAFTERS Hauppauge,NY 11788 L. #H7Z TO BE USED WHEN BY 51MPWN 5TRON6-TIE CONNECTORS RAFTER TO RIDGE CONNECTION RAFTER ALIGNS WITH STUD MODEL No. 0516 OR APPROVED EQUIVALENT WHEN RAFTERS ALIGN P(631) 650-6666 USE A MINIMUM OF TH O 5d F(631) 650-6667 NAILS T4itiS SIDE WB ITH A '°• ' \ TOTAL OF FOUR INTO RAFTE I OTTOM PLA RIDG C(516)658-0325 o I I RIM J015T ; r�Gtjta✓,it;fr�i'l � ts ,tj 0 ` ° ROOF RAFTE I �`'` ��\ ° DOUBLE TOP PLA I I I I ' 1 1 4( 1 STUD PLATE TIES MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS MODEL No. R5P4 OR APPROVED EQUIVALENT AT EVERY STUD — \ ; \ TO PLATE CONNECTION WHEN RAFTERS DO NOT SUB FLOOR i \ FLOOR JOIST r�'� c I AL16N WITH STUD oQsSw k o L i qi 5 STUDS a 16 O.G. R I DOE STi AFF I NO DETAIL ° I 16 Oa. COIL STRAPPING MANUFACTURED SCALE: 5/4" = 1'-0" ° TWO 5d NAILS BY SIMPSON STRONG-TIE CONNECTORS NOTE: m INTO PLATES MODEL No. 0516 OR APPROVED EQUIVALENT ALL STRAPPING TO BE �- INSTALLED AS PER MANUFACTURES j- IGHT 6d NAILS SPEC,I FICATION5 AND NY5 CODE (V INTO STUDS WALL STUDS a 16" O.G. STi�AFF I NO DETAIL Q LOOi� STfi� �i�I NO DETAIL HURRICANE TIES MANUFACTURED BY — SCALE: 5/4" = 1'-0" 51MP50N 5TRONO-TIE GONNEGTORS MODEL J SCALE: 3/4" = I'-O" No. H2.5 OR APPROVED EQUIVALENT AT EVERY O RAFTER TO BEAM CONNECTION BOTH SIDE USE SIMP50N Z-MAX OR HDO CONNECTORS v Z TO INCREASE CORROSION RE515TANCE FOR ALL HARDWARE IN CONNECTION W/ ACG LUMBER. Ij" MIN. EDGE ° � z VOKK wawf� WPROVIDE ALL STUDS ® I6" O.G. O D DIFFERENCE w u ALL CORNERS AND BOTH a-o�W o-x SIDES OF OPENINGS 6 oJmowJ � og OR GREATER IN W 1 DTH 'nH~��o W 1i' i`L m ROOF RAFTE z z v z w h o LU POST GAP MANUFACTURED BY SIMPSON R o o~g O z m W z DOUBLE 2X STUD STRONG-TIE CONNECTORS MODEL No. B052-3/6 O z P P -ui y w~ 4' OR APPROVED EQUIVALENT INSTALLED °-_= z z %J W 5/8"OX12" STEEL ANCHOR AS PER MANUFACTURES SPECIFICATIONS w F o m O 2 51MPSON HDU5-5052. BOLTS AT 3 -O O.G. MAX. ' " o`�` w= - BOTTOM PLA L� ' " RIM J015T MIN EMBEDMENT OF -r'-, BEA 'XSEE PLAN ° a ° w II a uNNL"O �� -63 DECORATIVE COLUMN COVER w mw Q a n >_6x& COLU � u- ine Iu IL N� NOTE: tSJ� COLUMN BAS `5 v O J o-v w SUB FLOOR ALL STRAPPING TO BE n ?r p N a"-�N v o o FLOOR JOIST O YMMw 51LL PLA 0 LU SPECIFICATIONS AND NYS CODE ES d Z TERMITE 5HIE 16 Ga. STRAP TIES MANUFACTURED I n BY SIMPSON STRONG-TIE CONNECTORS m o o D FOUNDATION WALL ODEL No. 0516 OR APPROVED EQUIVALENT. STRAP TO HAVE MIN. 12" BEARING ON THE STUD V V m AND WRAP UNDER SILL PLATE AT FOUNDATION. r II "x5"x12" STL. BEARING PLATE MANUFACTURED v ' BY 51MP5ON 5TRONG-TIE CONNECTORS MODEL No. v LBP$i2 OR APPROVED EQUIVALENT ' NG�IOfiZ BOLT DTr�I LW P. GONG. SLA � lD PIGAL %"x12" HOOKED ANCHOR BOLT - a 51-0" O.G. W/T MIN. EMBEDMENT INTO CONCRETE 5/e," THREADED STEEL RO - WITHIN 6-12" OF EACH END OF PLATE SIMP50N HDU5-5D52. q OUNDT I ON STi�r�i�fi'I NO DETAIL COLUMN BASE MANUFACTURED BY a SIMPSON STRONG-TIE MODEL Q W W DOUBLE 2X 5TU No. CB066-5D52 INSTALLED a a = O 5 SCALE: 3/4" = I'-O° AS PER MANUFACTURERS (O Q SIMP50N HDU5-SDS2. SPECIFICATIONS OR APPROVED �O WHEN NOT ALIGNED WITH RAFTER, EQUIVALENT IL CONNECT KING STUDS TO TOP PLATE, HOOKED ANCHOR BOLT 0 � O SEE ROOF STRAPPING DETAIL WRAP IYa" GALS. 20 OA. COIL STRAP MIN. 12" PENETRATION P. GONG. CHEEK WALL Z ~ VER TOP OF TOP PLATE b NAIL INTO FOUNDATION K } U USE SIMPSON Z-MAX OR HDO CONNECTORS ROOF FRAMING v TO INCREASE CORROSION RESISTANCE O 111 FOR ALL HARDWARE IN CONNECTION PORCH STRAFF I NO DETAIL W- I Z f- W/ AGQ LUMBER. O W O O SCALE: 5/4" = 1'-011 1L IY V Z PROVIDE HOLD DOWNS AT ALL CORNERS AND BOTH NQ CRIPPLE �I SIDES OF OPENIN65 6' ry STUDS OR GREATER IN WIDTH N N DOUBLE TOP PLATE m N — } v OUBLE 2X STUD W - Z EADER U e -----SIMPSON HDU5-5052.5 lu tu JACK l.l._1 STUD I > FULL LENGTH M WALL STUDS I I ivy) 1 , FRAMED OPENING FOR NEW a a II n +�- WINDOW OR EXTERIOR DOOR a I N 12" ANCHOR BOLT II MIN 12" PENETRATION �— rn a u INTO FOUNDATION v I USE 51 MP50N Z-MAX OR HDO CONNECTORS a. (J� Z TO INCREASE CORROSION RESISTANCE to �/ r FOR ALL HARDWARE IN CONNECTION �I v–7— WLH ACO LUMBER. a _ lu STRAFF I NO DETAILNGt�Oi� �30LT D T I L N I N — — — — — — — - - - SCALE: 5/4" = 1'-0" � r SCALE: 3/4" = I'-O" Q � � , \ - -T1- - - �--r - - -I � V 11 11 1 UPLI T CONNECTION 15 REQUIRED NO UPLIFT CqJNECTOR5 AT EACH END OF THE HEADER AND AT O O O BOTTOM OF HEADER STUDS IN ADDITION l l REQUIRED TH15 AREA TO CONNECTORS AT WALL STUDS AND 0v z AT TOP AND BOTTOM OF CRIPPLES. nn, � ^� z OL b Ga. STRAP TIES MANUFACTURED BY SIMPSON 5TRON6-TIE CONNECTORS USE SIMPSON Z-MAX OR HDO CONNECTORS JU LU MODEL No. CV6 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RE515TANCE ry O M STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION AND WRAP UNDER SILL PLATE AT FOUNDATION. W/ AGQ LUMBER. N WZ N U) Z Q cv Q z UAL I =T GONNEGTOR DETAILLU Q SCALE: 5/4" = 1'-0" O Q v D Ul 0 CONTINUOUS BEAD F SEALANT ARCHrTr»cTs TODD O'CONNELL' �TAAIR C H I T E C T P.C. MANUFACTURED THIN-PROFILE VENTED AIR SPACE ---EXISTING ATTIC, VENTILATION BAFFLE FL / FLOOR ASSEMBLY (FULL WIDTH ATTIC, INSULAITON )s" RIGID TODD O'CONNELL, AIA INSULATION TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION 1200 Veterans Memorial Highway "--OPTIONAL Suite 120 CONTINUOUSNC7 MINIMAL ` CAVITY INSULATION ELEVATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA Hauppauge,NY 11788 EXPANDING FOAM AT '% ' WIINDOW PERIMETER XPANDIN6 FOAM AROUND A CONTINUOUS AIR BARRIER SHALL BE INSTALLED THE PERIMETER OF LOOSELY IN THE BUILDING ENVELOPE P(631) 650-6666 secrlori OUT R161D INSULATION INTINUDUS BEAD GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR- PERMEABLE INSULATION SHALL NOT BE USED AS F(631) 650-6667 EILIN6 GYPSUM BOARD OF SEALANT A SEALING MATERIAL 5 ::A5NAIR BARRIER RI61D INSULATION CONTINUOUS AIR BARRIER C(516) 658-0325 BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE EXISTING BAND JOIST INSULATIONSEALED0TINUOUS BEAD RETROFIT WITH 1 I/2'RI61D INSULATION �XTERIOR INSULATED INDOW UNIT AS OF SEALANTWALL THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT 3rir l'r(ajt>i >�tai� a-00300 5cale,3/4• = 1'-0• SHALL BE ALIGNED WITH THE INSULATION AND ANY AIR BARRIER ONTINUOUS BEAD CEILING / ATTIC, GAPS IN THE AIR BARRIER SHALL BE SEALED THE INSULATION IN ANY DROPPED CEILING/SOFFIT OF SEALANT THIN-PROFILE ATTIC EAVE BAFFLE AND VENT SHALL BE ALIGNED WITH THE AIR BARRIER �. AGGE55 OPENINGS, DROP DOWN STAIRS OR KNEE CONTINUOUS MINIMALC,i EXPANDING FOAM AT NTINUOUS MINIMAL 5-01004 Scale-5/4• ■ I'-0" WALL DOORS TO UNCONDITIONED ATTICS SPACES \ � SHALL BE SEALED WINDOW PERIMETER EXPANDING FOAM AT WINDOW PERIMETER THE JUNCTION OF FOUNDATION AND SILL PLATE TO CAVITIES WITHIN CORNERS AND HEADERS OF FRAME __ •�T BE SEALED.BE SHALL BE INSULATED BY COMPLETELY FILING THE " 6YP5UM BOARD WALLS CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE CONTINUOUS BEAD ANUFACTURED RECESSED LIGHT THE JUNCTION OF TOP PLATE AND THE TOP OF X4 BLOCKING ENCLOSURE EXTERIOR WALLS TO BE SEALED OF R-3 PER INCH MINIMUM }IS OAF ,R it ^F SEALANT ATTIC, INSULATION EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED c .I EILIN6 JOISTS WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT u) �� � =�-' KNEE WALLS SHALL BE SEALED ! . ONTINUOUS BEAD n, � US BEAD INDOW UNIT AS AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER ON `7�P Y.P OF SEALANT AIR BARRIER NSULATED EXTERIOR WINDOWS, SKYLIGHTS, AND DOORS THESPACE BETWEEN WINDOW/DOOR JAMBS AND WALL FRAMING, AND 5KYLIOHT5 AND FRAMING SHALL BE ��! CONTINUOUS MINIMAL XTERIOR WALL SEALEDLIN EXPANDING FOAM AT SHEATHING XPANDIN6 FOAM SEALANT WINDOW PERIMETER tAT PERIMETER 2-STUD CORNER WITH Ix4 BACKER ONTINUOUS BEAD RIM J015T RIM JOIST SHALL INCLUDE THE AIR BARRIER RIM JOIST SHALL BE INSULATED N OF SEALANT CONTINUOUS BEAD RYWALL CEILING FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED Z # Fh F SEALANT 5-00006 Scales/4" ■ r-0" GE55ED LIGHT FIXTURE FLOORS (INCLUDING ABOVE GARAOE5 THE AIR BARRIER SHALL BE INSTALLEDAT ANY TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE d CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION OF SUBFLOOR DECKING, OR FLOOR FRAMING CAVITY H Q NTINUOUS BEAD INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH -I ONTINUOUS BEAD OF ADHESIVE THE TOP 510E OF 5HEATHIN6, OR CONTINUOUS INSULATION ° OF SEALANT AIR 5MINS AT RB256M LI&MNB IN ATM O ONTINUOUS BEAD INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING ANDr. !' ONTINUOUS SILL SEALER OF SEALANT EXTENDS FROM THE BOTTOM TO THE TOP OF ALL v Z -FULL WIDTH OF MUD511.L ONTINUOUS BEAD 502041 5wle, 3/4• = I'-0" PERIMETER FLOOR FRAMING MEMBERS) � OF ADHESIVE CRAWL SPACE WALLS OUNDATION WALL ONTINUOUS BEAD EXPOSED EARTH IN UNVENTED CRAWL SPACES TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, Lou 3d w F o AS AIR BARRIER OF SEALANT BE COVERED WITH A GLASS I VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE WITH OVERLAPPING JOINTS TAPED CRAWL 5PAGE WALLS ° p Vhg ONGRETE SLAB AS w ° AIR BARRIER � aF SHAFTS / DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE ° d —FLOOR ASSEMBLY LOCKING AS REQUIRED o -+� o PENETRATIONS SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED SPACE TO BE SEALED ,n F s w w } BOX W GUT TO FIT, OR YPSUM BOARD OX BATTS IN NARROCAVITIES SHALL BE CONTINUOUS BEAD z z ° ° n ° F SEALANT OF TINUOU TBEAD ENCLOSURE NARROW CAVITIES NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT M,0-90 m ATTIC INSULATION ON INSTALLATION READILY CONFORMS TO THE AVAILABLE -a z YCAVITY SPAGE GEILIN6 JOIST w z W v Fa ONTINUOUS BEAD GARAGE SEPARATION AIR SEAL BETWEEN GARAGE AND CONDITIONED w�3< N v p ro 2: O OF SEALANT SPACE� 14 J �j z K�°w v t- NTERIOR 6YMSUM � w F a+. RECESSED LIGHT FIXTURES INSTALLED IN THERECESSED LIGHT FIXTURES INSTALLED IN THEWALLBOARD AS BARRIER RECESSED LIGHTING oBUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL IBE SEALEDMIN v w ~�"oTO THE DRYWALL AIR TIGHT AND IG RATEDz�, z ro GONGEP�"U,4L IR SEPALINC STR?�TEC7Y // GONGEPTUP�L IR 5E�4LINC STRATECY // CONCEPTUAL AIR SEALING STRATEGY LOWER 1^d,4LL SEGTION UPPER NALL SEGTI ON AT UPPER FLOOR BAND JOIST N o w PLUMBING AND WIRING BATT INSULATION SHALL BE OUT NEATLY TO FIT d o p 'z Z IUI 5-02011 5-016,3/4" ■ I'-0" Ul- tu f H " - I II II - I 11 XPANDIN6 FOAM SEALANT AROUND WIRING AND PLUMBING IN EXTERIOR " ° o WALLS, OR INSULATION THAT ON INSTALLATION w-w w�Q T PERIMETER 5-02002 5Ga l e:5/4 - 11-011 5-02003 Sca I e:5/4 - 1 -0 ANTINuouS BEAD OF READILY CONFORMS TO AVAILABLE SPACE SHALL V o o w N v SEALANT EXTEND BEHIND PIPING AND WIRING �'U N o o°m a U T o RYWALL GEILIN6 THE AIR BARRIER INSTALLED AT EXTERIOR WALLS m Q D_ o z m " GYPSUM BOARD SHOWER/TUB ON EXTERIOR WALL EXTERIOR WALLS ADJACENT TO SHOWERS AND Z H D,�a>- GE55ED LIGHT FIXTURE �' 2) LAYERS 2 RIGID INSULATION ADJACENT TO SHOWERS AND TU65 SHALL x v w K =O- z INSTALL I RIGlD INSULATION TUBS SHALL BE INSULATED " INSTALLED DURING FRAMING SEPARATE THEM FROM THE SHOWERS AND TUBS 7 ��z`� w J OUT TO FIT BETWEEN THE ELECTRICAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND w= o RAFTERS FROM SEAL BOTH AIR SEALING AT RECESS®LIChMNS IN ATTIC EXTERIOR WALLS ELECTRICAL OR GOMMUNIGATION BOXES OR ► Q Q m o° 0 3 D I" RI61D INSULATION SIDES ALONG RAFTER WITH AIR-SEAL BOXES SHALL BE INSTALLED ROUGH GUT AROUND EXPANDING FOAM SEALANT. 5.02040 Scale,5/4" ■ 1'-0" VENTILATION CHUTE MAINTAIN EQUAL VENT SPACE HVAC RE615TER HVAC, REGISTER BOOTS THAT PENETRATE BUILDING LU LU -AIR SEAL PERIMETER VENTILATION CHUTE FOR LENGTH OF RIGID INSULATION NSULATED EXTERIOR BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE v v m WITH EXPANDING ATTIC INSULATION WALL SUBFLOOR OR DRYWALL FOAM SEALANT --EXTERIOR WALL WHEN REQUIRED TO BE SEALED, CONGEALED FIRE -1 INSTALL I" RIGID INSULATION 5HEATHIN6 CONGEALED SPRINKLERS d LU VERTICALLY TO CONNECT H SPRINKLERS SHALL O B SE LED IN A MANNER (- INSULATING 5HEATHIN6 TO RIGID 5-STUD CORNER WITH RI61D INSULATION THAT IS RECOMMENDED BY THE MANUFACTURER. QQ CAULKING OR OTHER ADHESIVE SEALANTS SHALL lid INSULATION BAFFLE. [p FOAM SEAL BOTH JOINT 5-000017 5cale,5/4" ■ I'-0" NOT BE USED TO FILL VOIDS BETWEEN FIRE � � SPRINKLER COVER PLATES AND WALLS OR q) ONTINUOUS BEAD CEILINGS (] (� OF SEALANT " RI61D INSULATION NTINUOUS BEAD zoo� SEALANT � � v ---EXTERIOR INSULATED p RIGID INSULATION O WALL /--PROVIDE BLOCKING AT RIOR INSULATED STUD CAVITY AT SHOWER IL p- yIp,LL AT EXTERIOR WALL z ONTINUOUS BEAD OF -1 O MATERIALS R-VALUES z ~ SEALANT INSTALL INTERIOR SHEATHING .� I'RI61D INSULATION AS ATTIC EAVE BAFFLE CUT I•EXTERIOR INSULATION 5HEATHIN6 AS PRIOR TO INSTALLATION OF d AROUND MANUFACTURED VENT ATTIC EAVE BAFFLE AND VENT PREFAB FIREPLACE UNIT O EMENT BAGKERBOARD MATERIAL R-VALUE 5-01006 5-016:3/4' = 1'-0" 5-01005`-�IoB/4' ■ I'-O" TUB SURROUND FIN15H O O O PREFAB TUB UNIT TILE SURROUND FINISH FIREPLACE IL v z \--CEMENT BACKERBOARD UNIT BUILDING BOARD NSTALL I" RIGID INSULATION INSULATED \-TUB SURROUND GYPSUM WALL BOARD V2") N ry AT BOTH HORIZONTAL AND PROVIDE BLOCKING AT BEYOND 0.45 NSULATED EXTERIOR EXTERIOR STUD CAVITY AT TUB GYPSUM WALL BOARD / ") ry d DRAINAGE PLA VERTICAL P051TION5 0.5625 ry (LEAVE$'GAP FOR EXPANDING FOAM) STUD WALL STUD WALL AT EXTERIOR WALL ONTINUOUS BEAD �'b � ry D THIN PROFILE WALL 5HEATHIN6 OF SEALANT �I/ INSTALL EXPANDING FOAM PLYWOOD V.2 0.62 SEALANT AT INTENTIONAL 6AP5 INSULATED EXTERIOR THIN PROFILE WALL AT I" RIGID INSULATION ~—EX15TINO FLOOR STUD WALL SHEATHING PLYWOOD (3/q") O.ci4 # CONTINUOUS BEAD OF ASSEMBLYLU SEALANT CAVITY INSULATION ONTINUOUS BEAD m ry ONTINUOUS BEAD OF OF SEALANT MINIMUM k DRIP SELANT SIDING ANUF. SHOWER I" RIGID INSULATIO PAN ALUMINUM/ VINYL SIDING (NOT INSULATED) 0.61 tu SOFFIT CLOSURE— XPANDIN6 FOAM XPANDIN6 FOAM LU WOOD FLOOR ASSEMBLY ALUMINUM/ VINYL SIDING 0'2" INSULATION) 1.80 Q t 1 OOD FRAME FLOOR ,< V �` ASSEMBLY 171FLOOR FRAME4-4000 EMBLY FLOORING vlu HARDWOOD FLOORING (3/4") 0.68 1L n o w INSULATED CANTILEVER FLOOR// a ••'. 'e.. +-� CAVITY INSULATION WITH I"R1610 INSULATION CLOSURE TILE 0.05 5-0IOIQ 5-016,3/4" = 1'-0" AIR SEALING BEHIND SHOWER WITH AIR SEALING AT PLATFORM FOR MANUFACTURED AIR SEALING BEHIND TUB WITH _h THIN-PROFILE 5HEATHIN6 FIREPLACE A55EMBLY THIN-PROFILE 5HEATHIN6//SECTION CARPET WITH FIBER PAD 2.08 Z v,,, 5-01007 Scalo,3/4' = r-0" 5-01012 5-016,5/4" ■ 1'-0" 5-0looa 5-016:5/4" = r-0" CARPET WITH RUBBER PAD 1.23 O l-z (v tu ATTIC, INSULATION t U FILING FRAMING FLOOR GRILLE AIR SPACE 4'2" UP TO 4") 1.00 HEATH INTERIOR OF LOOR DUCT BOOT t IVB " RIGID ATTIC AGGE55 TO ONTINUOUS BEAD OF LECTRICAL WIRE O �-- INSULATION +I OF INSULATION SEALANT ROOFING ZLEVEL PLUMBING PI FLOOR TOP PLATE JjIJJ'--JJ, LU AGGE55 PANEL ASPHALT SHINGLES 0.44 RAW AGGE55 PANEL TOP PLA � v SNUG WITH PERIMETER NSULATED FLEXIBLE DUCT XPANDIN6 FOAM WOOD SHINGLES 0�7 O O EXPANDING FOAM SEALANT ���` SEALANT TIE AT INNER LINER TRIM AS REQUIRED IE AT INNER LINER L STUD \ WALL STU E AT OUTER LINER DOORS O A v INISH CEILING IU WOOD, 50LID GORE (1 3/4") 2.17 to INSULATED METAL DOOR (2") 15.00 OL AIR SEALING AT ATTIC HATCH//FINISH SCREWS AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT DUCT BOOT AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION 5-02022 S-016,3/4 : I'-0" 5-01023 5-0163/4' = I'-0" 5-01033 5-016,3/4' = I'-0" 5-01024 Scale=3/4' = I'-0" POURED CONCRETE PER I" 0.08 ry m ry ry � z Q N d z ui � Q CD ~ d oC O 0 p GENERAL GOND I TI ON5 UNLESS OTHERWI5'E NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2020 NYSEGG -AIR LEAKAGE: 1'I CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION R905.2 -JOINTS, PENETRATIONS, AND ALL 2020 EGG Y OF NEW ORK STATE: MINIMUM DE51ON DEAD LOAD5* AS PER A50E 'Oor CONSTRUCTION, AIA DOCUMENT-201 TO BE AS INDICATED ON DRAWINGS. OF THE NEW YORK STATE RESIDENTIAL OTHER SUCH OPENINGS IN THE R401.3: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE 7-16 - CHAPTER 3 TABLE 03.1 4/87 SHALL APPLY. THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR CODE ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE BUILDER OR REGISTERED DESIGN PROfE5510NAL AND POSTED IN LOAD ;y _ SHALL OBTAIN CERTIFICATE OF WITH 6" DUCT AND DAMPER EACH 51DE SHALL BE GAF-CLA55-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE COMPONENT ( sf) A cHi.7E'cTs OCCUPANCY. SUBSTITUTIONS SHOULD FOR A TOTAL RECOVERY CAPACITY ROOF SHINGLES OR APPROVED SEALED. BUILDING. (P SO O'CONNELL NOT BE MADE WITHOUT WRITTEN OF 150 GFM MIN. MAINTAIN MAXIMUM EQUAL. SHINGLES SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IG G E I L I N G 5 ARCHITECT P.C. AUTHORIZATION BY THE ARCHITECT. 20 GFM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO R402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL BE ACOUSTICAL FIBER BOARD 1.0 THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS, OR TYPE IG OR NON-IC WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO GYPSUM BOARD (per � INCH thickness) 0,55 TODD O'CONNELL, AIA REASONABLY CLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, RATED INSTALLED INSIDE AN THE INSULATION ON THE SURROUNDING SURFACES. (I/2 INCHES) (2.2) AT THE COMPLETION OF WORK, THE DOORS TO CONFORM TO THE 2020 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY 1200 Veterans Memorial Highway CONTRACTOR SHALL REMOVE ALL NYSEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5" CLEARANCE FROM R402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE (5/8 INCHES) (2.75) Suite 120 WASTE MATERIALS, TOOLS, RUBBISH, LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NECESSARY FOR A COMBUSTIBLE MATERIALS AND 3" CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 3 AIR CHANGES PER MECHANICAL DUCT ALLOWANCE 4.0 Hauppauge,NY 11788 ETC., GLEAN GLA55 AND LEAVE WIORK 5" FIREPLACE WALL THICKNESS WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION HOUR. SUSPENDED STEEL CHANNEL SYSTEM 2.0 P(631)650-6666 BROOM GLEAN UNLESS OTHERWISE 4" NON COMBUSTIBLE FIRE STOPPING ROOFING 15 TO BE APPLIED IN STRICT WOOD FURRING SUSPENSION 5Y5TEM 2.5 F(631) 650-6667 SPECIFIED. THE CONTRACTOR SHALL BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: 8402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING CARRY WORKMAN'S COMPENSATION CONSTRUCTION. MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH C(516) 658-0325 AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY G O V E R I N G 5, ROOF AND WALL ALL SHALL COMPLY WITH STATE AND FOUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR CEILINGS WALLS, AND FLOORS. CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL r,rjrrarr;:r;f,; r{;i:r: .rr1 , LOCAL CODES AND ORDINANCES. THE ASPHALT SHINGLES 2.0 ;.- INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL, PRIOR TO COMPONENTS AND VERIFY COMPLIANCE. c r trrfl i . ,ra in, CONTRACTOR SHOULD FULLY FIBERGLASS MASTIC. (FED. SPEC. INSTALLATION. MATERIALS IDENTIFICATION: GYPSUM SHEATHING, I/2-1n. 2.0 GUARANTEE HI5 WORK AND THE WORK S.S.G. 153 TYPE-I) MEMBRANE TO BE -MATERIALS AND EQUIPMENT MUST BE R402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE INSULATION, ROOF BOARDS (per Inch thickness) OF HIS SUBCONTRACTORS FORA TESTED AND VERIFIED AS HAVING < 3 ACH50 IN CZ4A, 5, AGA. FIBERBOARD PERIOD OF ONE YEAR AFTER CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE - 1.5 At FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURER'S INSTALLATION TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. POLY TE COMPLETION OF THE PROJECT UNLESS EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL INSTRUCTIONS. POLYSTYRENE FOAM 0.5 2 C ,' 1 URETHANE WITH FOAM FOAM 0.5 OTHER WISE SPECIFIED. ALL WORK 8402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING FACED FIBERGLASS BATT INSULATION -MATERIALS AND EQUIPMENT MUST THICKNESS)(per I/5-In PLYWOOD ( ARE IAL BURNING APPLIANCES REQUIRE SPE FUEL SHALL BE PERFORMED IN - CC . p . 0.4 BY JOHN MANVILLE OR APPROVED IDENTIFIED SO THAT THE COMPLIANCE z ACCORDANCE WITH GOOD BUILDING FIRE BLOCKING EQUAL, FOIL TO BE PLACED TOWARD GAN BE DETERMINED. EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND PRACTICES. THE CONTRACTOR SHALL FIRE BLOCKING SHALL BE PROVIDED, WARM SIDE. PROVIDE 11/2" RIGID -MANUFACTURER MANUALS FOR ALL EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE RIGID INSULATION, I/2-In. 0.75 `i b I OF THE I c! o _ HOLD HARMLESS THE A5 PER SECTION R502. 3 SKYLIGHT, METAL FRAME, WIRE GLASS 8.0 INDEMNIFY AND FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING OWNER, ARCHITECT, AND THEIR RESIDENTIAL CODE OF NEW YORK FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER R403.3.2: DUCT SEALING - DUCTS, AIR HANDLERS, AND FILTER WOOD SHEATHING (PER INCH THIGKNE55) 3.0 AGENTS AND EMPLOYEES FROM AND STATE, TO OUT OFF ALL CONGEALED TO 6"BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE BOXES SHALL BE SEALED. " WATERPROOFING MEMBRANE AGAINST ALL CLAIMS, DAMAGES, DRAFT OPENINGS (BOTH VERTICAL OTHERWISE SPECIFIED. CARE SHOULD PROVIDED. BITUMINOUS, SMOOTH SURFACE 1.5 LOSES AND EXPENSES, INCLUDING AND HORIZONTAL). BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING R403.3.3: DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 ATTORNEYS FEES ARISING OUT OF OR PROVIDE FIRE BLOCKING IN FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY DETERMINE AIR LEAKAGE. RESULTING FROM THE PERFORMANCE CONGEALED SPACES OF STUD WALLS EXCEPTION: DUCT LEAKAGE TEST 15 NOT REQUIRED WHERE FLOOR F I L L MARKED ON THE BUILDING PLANS OR OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED GLA55 WINDOWS AND DOORS SPECIFICATIONS. THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN LEIGHT WEIGHT CONCRETE, PER INCH 8.0 SUCH CLAIM, DAMAGE, LOSS OR SPACES AT THE CEILING AND FLOOR TO BE INSTALLED AS PER SECTION THE BUILDING THERMAL ENVELOPE. SAND, PER INCH 8.0 N EXPENSE (A) IS ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL R308 OF THE RESIDENTIAL CODE OF DUCT INSULATION: BODILY INJURY, SICKNESS, DISEASE FURRED SPACES SHALL ALSO BE FIRE NY # S. ALL GLASS IS TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED 8403.3.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR STONE CONCRETE, PER INCH 12.0 OR DEATH OR TO INJURY TO OR BLOCKED AT INTERVALS NOT LOW-E UNLESS OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING PLENUMS FLOORS AND FLOOR FIN 1 5 H E 5 Z DESTRUCTION OF TANGIBLE PROPERTY EXCEEDING 10 FEET. GLA55 SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-8, CERAMIC OR QUARRY TILE (3/4-In.) (OTHER THAN THE WORK ITSELF INSTALL GLA55 UNTIL PROPER -RETURN DUGT5 IN UNCONDITIONED 8403.4: MECHANICAL SYSTEM PIPING INSULATION - CARRYING ON 1/2-In. MORTAR BED 16.0 J INCLUDING THE L055 OR USE PLUMBING FLUIDS >105°F OR <55°F INSULATE TO R-3 MIN. CLEARANCES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING Z In RESULTING THERE FROM). (B) 15 CONTRACTOR SHALL INSTALL WATER SLIDING GLASS DOORS SKYLIGHTS MUST BE INSULATED TO R-4. CERAMIC OR QUARRY TILE (3/4-In.) O AND/OR WINDOWS AS REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED 230 Z CAUSED IN WHOLE OR IN PART BY ANY SUPPLY AND SANITARY SYSTEM AS R403.6: MECHANICAL VENTILATION - THE BUILDING SHALL BE ON 1-in. MORTAR BED ' NEGLIGENT ACT OR OMISSION OF THE INDICATED. PROVIDE HOT AND GOLDSPACES MUST BE INSULATED TO R-8. PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF SHUT-OFF VALVES AT ALL FIXTURES. CODE, SHALL BE INSULATED CONCRETE FILL FINISH (PER INCH THICKNESS). I.O TEMPERED GLASS. ALL GLA55 DOORS -RETURN DUCTS IN UNCONDITIONED 2020 NYS RESIDENTIAL CODE � CONTRACTOR, ANY SUBCONTRACTOR, 6 ; ANYONE DIRECTLY OR INDIRECTLY ALL WATER PIPING TO HAVE HARDWOOD FLOORING, 7t1-in. 4.0 ro µ�°Jw v o GLEANOUT5 AT ALL CHANGES OF AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUST ° Z F a EMPLOYED BY ANY OF THEM, OR STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER LINOLEUM OR ASPHALT TILE, 1/4-In. 1.0 w 0 0 ANYONE FOR WHOSE ACTS ANY OF DIRECTION AND AT BASE OF MANUFACTURES SPECIFICATIONS. ALL -INSULATION I5 NOT REQUIRED ON THAN MARBLE AND MORTAR ON STONE-CONCRETE FILL 33.0 � wv-� �w THEM MAY BE LIABLE REGARDLESS VERTICAL WASTES. USE 4" CAST IRON 0.01 X GFA + 7.5 X (# OF BEDROOMS + 1) m Lu THROUGH FOUNDATION WALL PITCHED WINDOW5 ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. OF WHETHER OR NOT IT 15 CAUSED IN SEALED AS PER 2020 NYSEGG `GFA = CONDITIONED FLOOR AREA SLATE (PER mm THIGKNE55) 15.0 PART BY A PARTY INDEMNIFIED MIN. 1/8" PER FOOT. TRAP/WASTE o J S Q o SIZES FOR FIXTURES SHALL BE AS REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: SOLID FLAT TILE ON I-in. MORTAR BASE 23.0 w HEREUNDER. ALL 1�fATERIALS, PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINTS, SEAMS, AND R403.7: EQUIPMENT SIZING - PER ALGA MANUEL 5, BASED ON i Z U z ~a LU ASSEMBLIES, AND METHOD OF FOLLOWS: LOADS CALCULATED PER ALGA MANUEL J. SUBFLOORING, 3/4-In. 3.0 °$Z W WINDOWS WITHIN A 6 OF AN EXTERIOR CONNECTIONS MUST BE SECURELY o N °° u CONSTRUCTION INOLUDING BUT NOT DISH WASHER 1 1/2" 12-In. I6-In. °z =�V w n o o 0 SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS, GASKETS, FLOORS, WOOD JOIST (no plaster) O.G. O.G. w X° z LIMITED TO FORM-WORK KITCHEN SINK I I/2" 8404.1: LIGHTING - A MINIMUM OF 90% OF PERMANENTLY JOIST SIZES (in) (LB/PT2) (L.B/FT2) a 3 �' om- 2 O TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHESIVES), INSTALLED FIXTURES MUST HAVE HIGH-EFFICIENCY LAMPS. BLOCK-WORK, FRAMING, NAILING, LAVATORY 1 1/4" PROVIDE ALL SCREENS AND MASTIC-PLUS-EMBEDDED-FABRIC OR PLACING OF CON(;RETE, ETC. ARE TO SHOWER 2" HARDWARE AS REQUIRED. ALL GLASS TAPES. DUCT TAPE IS NOT LOW-VOLTAGE LIGHTING EXEMPT 2x6 6 BE CAREFULLY SUPERVISED BY THE TOILET 3" 15 TO BE FREE OF SCRATCHES AND PERMITTED. 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R305- oujuEzloq m CONTRACTOR TO BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 3" MAIN IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED GLAZING 2x10 7 6 p 1 S 5 w w~ V N v IN ACCORDANCE WITH THE DRAWINGS, VENT STACK INCREASED TO 4" THE MANUFACTURER FOR A PERIOD OF AND LOCKING-TYPE LONGITUDINAL 2x12 8 7 Q 0 SPECIFICATIONS, APPLICABLE CODES THROUGH THE ROOF. PROVIDE FROST NO LESS THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUCTS - EXCEPT AS INDICATED IN SECTION R308.1.! EACH PANE OF E m N_M °W y o z P AND GOOD PRACTICE. DEVIATIONS PROOF HOSE-BIBS AS INDICATED ON TO BE ANDERSEN UNLE55 INDICATED OPERATING AT LE55 THAN 2 w.9 GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN FRAME PART I T I O N 5 ( sf) FROM THE DRAWINGS AND PLANS WITH EASILY ACCESSIBLE OTHERWISE. (500 PA) SECTION R308.4 SHALL BE PROVIDED WITH A MANUFACTURE'S WOOD OR STEEL STUDS, I/2-1n. GYP. BOTH SIDES 8.0 uo o w ILN w V SPECIFICATIONS P41LL NOT BE DRAIN DRAIN-COCK5. THE WATER -DUCTS SHALL BE SUPPORTED EVERY DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, WOOD 5TUD5, 2x4, UNPLA5TERED 4.0 ��o o�ro���o � PERMITTED WITHOUT WRITTEN SUPPLY AND SEWAGE DISPOSAL 10 FEET OR IN ACCORDANCE WITH THE DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING N �' o AUTHORIZATION OF THE ARCHITECT. SYSTEM SHALL COMPLY TO THE MANUFACTURER'S INSTRUCTIONS. STANDARD WITH WHICH IT COMPLIES, WHICH 15 VISIBLE IN THE FINAL FRAME WALLS THE CONTRACTOR: SHALL BE APPLICABLE COUNTY DEPARTMENT OF �< ay w � PAINTING A1�D STAINING -GOOLI NG DUGT5 WITH EXTERIOR INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED, EXTERIOR STUD WALLS: °Q=����3 Q� RESPONSIBLE FOR THE SHOP HEALTH STANDARDS AND THE FOLLOWING 15 INCLUDED FOR THE INSULATION MUST BE COVERED WITH A SANDBLASTED, GERAMIG-FIRED, LASER ETCHED, EMBOSSED, OR BEA w w a zn'w F��_u DRAWINGS WHICH MAY BE NEEDED. REGULATIONS. APPROVAL OF ALL 2x4 a I6-in., 5/8-in. GYPSUM, 11.0 o s (] CONVENIENCE OF THE PAINTING VAPOR RETARDER. TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING INSULATED, 3/8-in. SIDING ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE ARE TO BE FIELD VERIFIED. APPROPRIATE LOCAL AUTHORITIES2x6 ® I6-In., 5/8-in. GYPSUM, INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. MANUFACTURE'5 DESIGNATION CONTRACTOR TO REMOVE 4 PRIOR TO CONGEALMENT. PRIOR TO REQUIRED FOR VARIOUS SURFACES. IT -THE HVAC SYSTEM MUST PROVIDE A R308.4 HAZARDOUS LOCATIONS - THE I.._OCATION5 SPECIFIED IN INSULATED, 3/8-in. SIDING 12.0 0 RELOCATE AS REQUIRED ALL ORDERING, CONTRACTOR SHALLI� IS THE INTENT OF THESE MEANS FOR BALANCING AIR AND SECTIONS 8308.4.1 THROUGH 8308.4.7 SHALL BE CONSIDERED TO BE EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 6 DIAMETER EXI5TIN5 WORK W:HIGH INTERFERES SUPPLY GUTS OF FIXTURES FOR 5PE0IFI0AT!ON5 TO PROVIDE A WATER SYSTEMS. SPECIFIC HAZARDOUS LOCATIONS FOR THE FURPOSE OF GLAZING J WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT COMPLETE FINISH. ALL PAINTED R308.4.1- GLAZING IN DOOR- GLAZING IN FIXED AND OPERABLE WINDOWS, 5LA55, FRAME AND SASH 8.0 < tu THAT THE OWNER CHANGES, THE SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: PANEL OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CLAY BRICK WYTHE5: Q 51 TE WORK CONTRACTOR SHALL CREDIT THE IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST CONSIDERED TO BE A HAZARDOUS LOCATION 4 IN 39.0 m Q STAKEOUT 15 TO BE PERFORMED BY A OWNER FOR THE FULL 8 IN 79.0 ACCEPTABLE. ONE THERMOSTAT CAPABLE OF 8308.4.2- GLAZING ADJACENT TO DOOR- GLAZING IS LESS THAN 60 IU � LICENSED SURVEYOR. STAKING AND SUBCONTRACTORS COST FOR THE 12 IN 115.0 CHANGED UNIT. INTERIOR WOOD SURFACES-APPLY TO AUTOMATICALLY ADJUSTING THE INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS La LAYOUT ARE TO ESTABLISH ALL LINES LIGHTLY SANDED SURFACES, WALLS, SPACE TEMPERATURE SET POINT OF EITHER OF THE FOLLOWING- 16 IN 155.0 O W LU AND BENCHMARKS. VERIFY ALL GIVEN DOORS, FRAMES, TRIM, AND BASES, THE LARGEST ZONE. - GLAZING IS WITH 24" OF EITHER 51DE OF THE DOOR HOLLOW CONCRETE MASONRY UNIT WYTHE5: O 0O DATA ON DRAWINGS. IN CASE OF HVAC ONE GOAT WOOD FILLER OR STAIN -GLAZING I5 ON A WALL PERPENDICULAR TO THE PLANE OF THE WYTHES THICKNESS (IN INCHES) 4 6 5 10 12 O v DISCREPANCY, SYSTEM TO BE DESIGNED BY OTHERS. DENSITY OF UNIT (105 PGF) O O RECEIVE AND TWO GOATS MGKLUSKY S ELECTRIC SYSTEMS: DOOR IN A CLOSED POSITION AND WITHIN 24 OF THE HINGED SIDE OF O � p CLARIFICATION FROM ARCHITECT PROVIDE PROPER SUPPLY TO ALL EGGSHELL FINISH NON-YELLOWING -SEPARATE ELECTRIC METERS ARE AN IN-SWING DOOR NO GROUT 22. 24.0 31.0 37.0 43.0 N U- PRIOR TO PROCEEDING. EXCAVA-E ROOMS 6 CONFORM WITH ALL STATE POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. R308.4.3- GLAZING IN WINDOW tL ILz AND LOCAL CODES. (GROUT 5PACING) O O AND BACK FILL FOR WORK INDICATED AND BOARD- MINIMUM ONE GOAT - EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQ.FT. PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: -BOTTOM EDGE OF GLAZING IS LESS THAN IS" ABOVE THE FLOOR 4IN. O.G. .0 38.0 47.0 55.0 Z J ON DRAWINGS. STOCKPILE TOPSOIL 400 0 IN. O.G. o.0 40.0 49.0 57.0 OBTAINED FROM STRIPPING DRIVEWAY EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED - TOP EDGE OF GLAZING 15 MORE THAN 36 " ABOVE FLOOR AND 32 IN. O.G. 32.0 42.0 52.061.0 ° > AND BUILDING SITE. STOCKPILE ALL GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-COMBU5TABLE ONE OR MORE WALKING SURFACES ARE WITHIN 56", MEASURED 24 IN. O.G. O to FRAMING AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS HORIZONTALLY AND IN A STRAIGHT LINE OF GLAZING 34.0 46.0 57.0 67.0 p/ Z EXCAVATED MATERIAL. NEW AND JOISTS RAFTERS AND STUDS SHALL -FIREPLACES MUST BE PROVIDED 308.4.4- GLAZING IN GUARDS AND RAILING5 F L RG. 55.0 75. 66.0 11 .0 ��� � Z EXISTING BACK FILL MATERIAL AND ONE GOAT ZING CHROMATE AND TWOFULL GROUT 55.0 75.0 95.0 115.0 TOP501L ARE TO BE FREE OF WEEDS, BE CONSTRUCTION GRADE DOUGLAS GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, 8308.4.5- GLAZING AND WET SURFACES- BATHTUBS, 5HOWER5 WHERE FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE THE BOTTOM EXPOSED EDGE OF GLAZING 15 LE55 THAN 60 INCHES DENSITY OF UNIT (125 PGF)- SEE A50E STANDARD - MINIMUM DE51ON N N TREE ROOTS, ROCKS AND DEBRIS. N WOOD SILLS AND WOOD IN CONTACT QUALITY PITTSBURGH, PRATT & CONSTRUCTION PROVISIONS OF THE MEASURED VERTICALLY ABOVE ANY STANDING OR WAL,�KING DENSITY OF UNIT (135 PGF) LOAD FOR BUILDING STRUCTURES AND ALL SURPLUS MATERIAL THAT IS r WITH MASONRY SHALL BE AGQ. ALL LAMBERT, DUTCH BOY. CABOT5, different dead load OTHER STRUCTURES -ASCE-f-I6 UNSUITABLE FOR 1:3ACK FILL MATERIAL BUILDING CODE OF NEW YORK STATE, SURFACE I n STROKE Q SHALL BE REMOVED FROM THE SITE. EXTERIOR SHEATHING SHALL BE 1/2 MCKLU5KY5, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK - R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS- GLAZING values for differ (PGF) 2 N La PROTECT ALL TREES WITHIN EIGHT GDX DOUGLAS FIR PLYWOOD. CONTRACTOR 15 TO PROVIDE STATE OR THE NEW YORK CITY WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LE55 THAN 50LID CONCRETE MASONRY UNIT WYTHE5: FEET OF THE BUILDING. PROPER SUB-FLOORS TO BE 3/4" GDX SAMPLES OF ALL PAINTS AND STAINS BUILDING CODE, AS APPLICABLE. 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF WYTHES THICKNESS (IN mm) 4 6 1 8 1 10 12 ❑ # APPROVALS MUST BE OBTAINED PLYWOOD EXTERIOR SHEATHING TO FOR ARCHITECT'S AND/OR OWNERS STAIRWAY, LANDING BETWEEN FLIGHTS OR STAIRS OR RAMPS DEN5ITY OF UNIT (105 PGF) :2.0 ❑ ❑ m N - } BE COVERED WITH "TYVEK" HOUSE APPROVAL. SERVICE WATER HEATING: -GLAZING 36" OR LE55 MEASURED HORIZONTALLY FROM THE DENSITY OF UNIT (135 PGF) a.0 51.0 69.0 020 1124. ❑ ❑ ua BEFORE COVERING ANY EXCAVATED 38.0 60.0 81.0 102.0 124.0 ()✓ WORK. WRAP OR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL WALKING SURFACE DENSITY OF UNIT (135 PGF) 41.0 64.0 87.0 110.0 133.0 STUD WALLS AT 1/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING CONCRETE BLOCK. AND AT ALL UNSUPPORTED EDGES OF INSTALLED AS PER SECTION R702.3.2. ON BOTH THE INLET AND THE OUTLET - WHERE GLAZING IS LE55 THAN 36 ABOVE THE LANDING AND WITHIN " WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR ALL CONCRETE BLOCK 15 TO HAVE PLYWOOD. PROVIDE 50LID BLOCKING THROUGH R702.3.6 OF THE NEW YORK UNLE55 THE WATER HEATER HAS AN A 60" HORIZONTAL ARE LESS THAN 180 DEGREEAV 5 FROM THE BOTTOM PLASTER, ADD 5 I FOR EACH FAGS PLASTERED. VALUES to tu "DUR-O-WALL" REINFORCING EVERY AND DIAGONAL BRACING OF FLOOR STATE RESIDENTIAL CODE. GYPSUM INTEGRAL HEAT TRAP OR 15 PART OF TREAD NOSING GIVEN REPRESENT AVERAGES. IN SOME GASES THERE IS A CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. THIRD COURSE. FILL TOP COURSE JOISTS AT 8' O.G. MAXIMUM AND WALLBOARD APPLICATION SHALL BE A GIRGULATING SYSTEM. SOLID. MORTAR MIX TO BE ONE PART SOLID BLOCKING UNDER ALL TAPE JOINT SYSTEM. ALL GYPSUM -INSULATE GIRGULATING HOT WATER NOTE: WINDOW FALL PROTECTION TO BE PROVIDED v 7- >1!1 PORTLAND GEMENT ONE PART LIME UNSUPPORTED EDGES OF PLYWOOD. BOARD TO BE 1/2" ON WALLS AND 1/2" PIPES TO THE LEVELS ON TABLE I. FOR ALL WINDOWS AS PER 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R305.1 PUTTY, AND SIX PARTS SAND, OR ONE ALL GAP PLATES TO BE DOUBLED ON CEILINGS UNLESS OTHERWISE TRU55 DE51 C NATI ON 51 C N �IL m PART MASONRY CEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO INDICATED. FINISH JOINTS, J-BEAD5. GIRGULATING HOT WATER SYSTEMS: 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R312.2 MINIMUM HEIGHT- CEILING- HABITABLE SPACE, HALLWAYS AND L-J PARTS SAND. END OF STUDS. LAP GAP PLATES AT NAIL DIMPLES, CORNERS AND EDGES -INSULATE GIRGULATING HOT WATER PORTION OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A SCALE: NT5 _ b_ CORNERS. WHERE FLUSH FRAMING SHALL BE TAPED AND RECEIVE THREE PIPES TO THE LEVELS ON TABLE I. - IN DWELLING UNITS WHERE THE TOP OF THE SILL OF AN OPERABLE CEILING HEIGHT OF NOT LE55 THAN 7 FEET. BATHROOMS, TOILET V / `n CONCRETE OCCURS, USE MIN. 160A SHEET METAL GOATS OF JOINT COMPOUND. ALLOW WINDOW OPENING 15 LOCATED LE55 THAN 24 INGHE5 ABOVE THE ROOMS, LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT Z V '�-- NO CONCRETE OR, MASONRY WORK JOIST HANGERS BY "TECO" OR 24 HOURS TO DRY BETWEEN GOATS. HEATING AND COOLING PIPING FIN15H FLOOR AND GREATER THAN 72 INCHES ABOVE FINISH GRADE LE55 THAN 6 FEET 8 INCHES V 7- SHALL BE DONE DURING APPROVED EQUAL. ALL CORNERS TO FINAL GOAT TO BE SANDED SMOOTH. INSULATION: OR SURFACE BELOW THE EXTERIOR OF THE BUILDING EXCEPTION: O TABLE 1: MINIMUM INSULATION THIGKNE L TEMPERATURES OF 40 DEGREES F. BE MINIMUM 3/2X4 STUDS. HEADERS METAL CORNER BEAD TO BE USED ON -HVAC PIPING CONVEYING FLUIDS -THE OPERABLE WINDOW SHALL COMPLY WITH: I. FOR ROOMS WITH SLOPED CEILINGS THE REQUIRED FLOOR _ I-LU AND FALLING. NO CONCRETE SHALL SHALL BE MINIMUM 2/2X6 UNLE55 ALL OUTSIDE CORNERS AND AROUND ABOVE 105°F OR CHILLED FLUIDS OPERABLE WINDOW THAT ARE PROVIDED WITH WINDOW AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT INSULATION THICKNESS IN INCHES BY PIPE SIZES FOR GIRGULATING HOT WATER PIPES ^ O BE PLACED ON FROZEN SURFACES. NO NOTED ON PLANS. MINIMUM BEARING ALL OPENINGS. BELOW 55°F MUST BE INSULATED TO OPENING CONTROL DEVICES THAT COMPLY WITH SEG. R312.2.2 LESS THAN 5 FEET AND NOT LESS THAN 50 PERCENT OF THE HEATED WATER NON-CIRCULATING RUNOUT5 CIRCULATING MAINS AND RUNOUT5 1_1 In ADDITIVES SHALL. BE ALLOWED FOR STUDS, JOISTS AND BEAMS SHALL THE LEVELS IN TABLE 2. REQUIRED FLOOR AREA SHALL HAVE A CEILING HEIGHT OF NOT TEMPERATURE (F) UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER 2" WITHOUT WRITTEN PERMISSION OF THE BE 3 1/2". USE DOUBLE JACK STUDS ELECTRICAL 8312.2.2 WINDOW OPENING CONTROL DEVICES- SHALL COMPLY WITH LESS THAN 7 FEET Z \ O ARCHITECT ALL CONCRETE IS TO BE FOR HEADERS OVER FIVE FEET IN ALL WORK SHALL COMPLY WITH THE 170-180 0.5 . 1.5 2.0 I- ASTM F20g0 2. THE CEILING HEIGHT ABOVE BATHROOM AND TOILET ROOM 140-160 0.5 0.5 LO 1.5 tt II '' MIN. 3,500 P.5.1-AT 28 DAYS $ 4,000 LENGTH. NATIONAL ELECTRICAL CODE AND ALL NOTES: THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE FIXTURES SHALL BE SUCH THAT THE FIXTURE 15 CAPABLE OF Q to PSI FOR GARAGE SLAB. PROVIDE ALL STATE, LOCAL, AND UTILITY COMPANY I. OBTAIN ALL PERMITS PRIOR TO CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT BEING USED FOR ITS INTENDED PURPOSE 100-130 0.5 0.5 0.5 1.0 lu SLEEVES AND FOUNDATION VENTS AS NOTE: CODES AND REGULATIONS. ALL THE START OF WORK. REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO (- REQUIRED BY NYE) CODE. UNLE55 FOUNDATIONS CHAPTER 4 DESIGN CIRCUITS SHALL BE MINIMUM 15 AMP. LE55 THAN THE AREA REQUIRED BY SECTION 8310.2.1 TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAC PIPES O O INDICATED, ALL FOUNDATION BASED UPON PRESUMPTIVE LOAD POWER WIRING SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED FOOTINGS ARE TO BE A MIN. 8" DEEP BEARING VALUES OF SANDY GRAVEL AWG. CONVENIENCE OUTLETS SHALL WITH ROD s SHELF, ALL LINEN O tb_ z PROJECTING b" ON EACH SIDE OF THE AND/OR GRAVEL AT 2000 LB5 PER BE LOCATED 12" ABOVE FINISHED CLOSETS TO BE PROVIDED WITH 5 PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE 51ZE L X FOUNDATION WALL. PROVIDE TWO #4 SQUARE FOOT. CONTRACTOR TO FLOOR UNLE55 OTHERWISE INDICATED. ROW5 OF SHELVES. TYPES RANGE (F) 2" RUNOUTS I" AND LESS 1.25" TO 2" 2.5" TO 4" (� Q DEFORMED BARS CONTINUOUS IN THE CONSULT ENGINEER IF DIFFERENT SOIL ALL SWITCHED TO BE LOCATED 36° HEATING SYSTEMS FOOTING. ALL 4" THICK CONCRETE MATERIALS ARE FOUND UPON ABOVE THE FINISHED FLOOR UNLE55 3. DOOR TRIM AND BASE MOLDING 5LA55 TO HAVE 6X(o 10/10 WELDED EXCAVATION OR TEST HOLE, FOR OTHERWI5E INDICATED. SUPPLY TO MATCH EXISTING LOW PRESSURE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 WIRE REINFORCING. ANCHOR BOLTS IN ALTERNATIVE FOOTING AND RECOMMENDED LAMPS IN ALL LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 N w CONCRETE SHALL BE HOOKED 5/8" X FOUNDATION WALL DESIGN FIXTURES. 4. ALL BATHROOM FIXTURES AND STEAM CONDENSATE N O 12" AT MAX. 3' O.C. PROVIDE BITUMEN FAUCETS TO BE SUPPLIED BY OWNER EXPANSION JOINTS BETWEEN 5LAB5 AND INSTALLED BY CONTRACTOR (FEED WATER) ANY 1.0 1.0 1.5 2.0 N N N z AND FOUNDATION WALLS. NOTE: ALL NON-ENGINEERED LUMBER COOLING SYSTEMS W 4 Iv TO BE DOUGLAS FIR #2 OR BETTER 5. FINISHES TO BE SUPPLIED CHILLED WATER, REFRIGERANT 201-250 1.0 1.5 1.5 2.0 tz o BY OWNER " AND BRINE 120-200 0.5 I.O I.O 1.5 m � Q JOIST DETAILS' Plate nail-16d(0.135"x 3%") Load bearing or braced/shear wall 1Yz"round holes may be above(must stack aver wall below) Load bearing Y Plate nail, 16d 0.135 x 3 Yz") at 12"on-center g or braced/shear wall above cut anywhere in web � Plate nail, 16d(0.135"x 3 Y2') ( When sheathing thickness exceeds 7/", 2x stud wall at Floor panel nail- Blocking panel: 1%"TJ®Rim Board, (must stack over wall below when present) R ALLOWABLE HOLES - TJ 1® Joists outside of hatched zone if at 16"on-center at 16"on-center - p 1 1%"or 1Y TimberStrand LSL or No load bearing they are located 3"away trim sheathing tongue at rim board 16"on-center 8d 0.131"x 2/ at 6 on-center g Blocking ane): ( ) g p Web stiffener TJI"'oist. wall above horizontally 1Y8'TJ"Rim Board, 1Y4"or 1 Min.distance from Table A Min.distance from Table B 9 ) A jp C"H I T ECT S ® required on both Plate nail-16d(0.135"x 3/z'") Blocking panel: (edge-to-edge)from a 1Y2'TimberStrand LSL or Web stiffeners required on at 16"on-center* 2x4 minimum Web stiffeners Ills"TJ"Rim Board, DO NOT larger hole. LL TJI"'oist sides at A2W ONLY both sides at A3.4W ONLY 1 1 •, ® cut or notch flange. TODD H I T E C THE C. 1 Floor panel nail- Sheathing squash blocks required each side 1/4"or 1/2 TimberStrand LSL g f�C H I T E C T P.C. 8d(0.131"x 2%")at 6"on 8d boundary nails, at B3W ONLY or TJI®joist 4 8d(0.131"x 2/z") 11/"or 1 Y2" Rim-to-joist Web Stiffeners required at 4"on-center TimberStrand® '/16" Web stiffeners 6" O 0 O s" TODD O'CONNELL, AIA nail each side at A3._W LSL rim board. B1 B1 W required on both •• Toe nail-10d(0.131 O O sides of both joist s" Lt 2 x D1 D, Closely grouped roundI _I L2 2 x L2 D2 s.. 6„ 1200 Veterans Memorial Highway Toe nail, 1Y8'TJ"Rim Board, When sheathing holes are Toe nail, g 12" x 3")at 6"on-center ends at 84th ONLY No field cut minimum permitted if minimum No field cut Do not cut Suite 120 10d(0.131' x 3") 10d(0.131 x 3") (A3.1/A3.1 W only) thickness exceeds/", Web stiffeners required DO NOT holes in (applies to all holes the group perimeter holes in holes larger Hauppauge,NY 11788 at 6 on-center 1%"or 1'z"TimberStrand®LSL. trim sheathing tongue min. End of joists at hatched meets requirements for hatched + " at 6"on-center 9 9 on both sides at 61 W cut holes in cantilever except knockouts) q than 1/s in Centerline round or square holes. zones cantilever zones TJI®rim joist at rim board and B2W ONLY reinforcement. q P(631) 650-6666 Web stiffener Toe nail-10d(0.131"x 3") of support Must have 1%"minimum Table A - End Support F(631) 650-6667 required on both at 6"on-center Install proper blocking to Blocking panels may be required pp sides at A1'W ONLY * joist bearing at ends.Attach * support all panel edges B2 g2�1/ Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support C(516)658-0325 Al Al W'k A2 A2Wl j p A3 A3.1 A3.2 A3.3 walls above or below-see detail B1 63 B3W below-see detail B1 64 B4W TJi ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE O O rim oast per A3 detail. Joist • --- - A3.1 A3.2 A3.3 *For additional installation specifications see Rim Board A3.4 W * Nail through 2x-cantilever,wood backer and DEPTH 2" 3" 4" 5" 6%" 7" 8�" 11" 13" 2" 3" 4" 5" 6y" 7" 8%" 11" 13" far raf�rarr3,f?�r f -r3 ,f laf7 i *For additional installation specifications see Rim Board Details and Installation in A3W O O O O O O 1 ® 1 1 .. ® "j g 110 1,_0., 1,_6„ 2,_O., 3._0„ 50" 1'-0" 1'-6" 2'-6" 3'-6" 4'-6" f<f f r(rf(�ijfJEr;r,f j iii Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. W W W Details and Installation In Weyerhaeuser Installation Guide 1/a' TJ Rim Board or 1/a"or 1/ TimberStrand TJI oast web with 2 rows 10d 0.148"x 3" for Floor and Roof Framing,TJ-9001. Blocking 1 ( ) 9Y„ 230 r-o" r-6" z'-6" S-0" 5'-6" r-0" z'-0" r-6" a'-0" F-0" g LSL. Nail with 10d(0.131"x 3")nails,one each at ane) Halls at 6"on-center,clinched. z3o 1'-s" z'-o" z'-s" 3'-s" 5'-s" p 1'-O" 2'-0" 3'-0" 4'-6" 5'-0" . . top and bottom flange.Nail to blocking panel with Use 16d(0.135"x 3Y")nails with 3Y2'TJI® 360 r-6" r-o" T-a' 4'-0" 6'-0" r-6" T-6" T-6" s-o" 5'-6" ® connections equivalent to floor panel schedule. joist flange widths. 560 r-s" 2'-6" T-6" 5'-0" T-0" T-a' T-0" a'-0" 5'-s" 6'-0" 6'-0"length of TJI joist 8"diameter maximum hole for 117/8"- 11/e"TJ"Rim Board 1Y"or 1%"TimberStrand® 110 r-o" r-o" r-s" 2'-0" r-s" T-0" 5'-6" r-a' r-6" 2'-ir 2'-6" 4'-6" F-0" 6'-0" reinforcement and filler 16"dee blocking panels;6"diameter 210 r-o° r-s° z'-o° r-o" 3'-0' 3'-s° s'-o" r-o" r-s" 2'-6" T-0" 510" 5_s" 6-16" p g p 1 LSL. Nail with 10d(0.131"x 3")nails, 4'-0"length of 8"diameter maximum hole for 117/"- block.Use 4'0'length maximum for blocking panels 9/" Attach reinforcement to joist 11/" 230 r-o" r-s" 2'-0" 2'-6" 3'-0" T-6" s'-s" r-o" 2'-0" 2'-6" T-6'• 6-13" 5-13" o 3/q'reinforcement 1 ° " ® p g ( 2112") 3so r-s„ z;-o11 3;-0'' 3i-6', 4'-s„ 507,-0', r-13" 2'-6° T-6„ 4'-6" 6'-6° s'-s" T-6" one each at to and bottom flange. +S 16"deep blocking panels;6"diameter with 9/ and 11/ TJI deep or shorter than 12 long. with one 8d 0.131"x 560 1-6 2-6 3-0 4-0 5-6 13%0"l B-0 7-13" T-0" T-6" 8'-0" r? do ? •d 8"diameter maximum hole for on one side at E2, 1 " oasts. Do not cut flanges. Attach reinforcement to joist Hall at each corner F1 applies to Web stiffeners 11'/8'-16"deep blocking panels; maximum for blocking panels 9/z j {{ • 110 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 3'-0" 5'-6" 1'-0" 1'-0" 1'-6" 2'0" 3'-6" 4'-0" 6'-0" 8'-0" `„"�"'�j""' �•' both sides at E3 with one 8d(0.131"x 2Yz'") Horizontal blocking uniformly z10 r o 1 0 1 0 1 s z 0 2-s 3-s" s'-o" r-o" r-o" r-o° 2'-s" a'-o" 4'-s" s'-s° s'-s" 4`� C J deep or shorter than 12"long. nail at each corner Load from above required on both 6"diameter maximum for Do not cut flanges. 1%"TJ"Rim Board 1Y4"or 1Yz" panels between each loaded joists 1a" 230 r-o° r-o" r-o" r-s" z'-s" r-s° 4'-0" T-o" r-o" r-o" 2'-0" 3'-0" a'-o" 5'-0° 7'-0" s'-o" a" sidles at E1 W ONLY blocking panels 9/2'deep or TimberStrand LSL.Nail with joist.Nail to top plate with a only. 360 r-o" r-0" r-s" 2'-6" T-s" 4'-0" 5'-s" F-O" r-0" r-s" r-s" 4'-0" 6'-0" 6'-6" 8'-0" 9'-6" shorter than 12"long. 3 O 560 1'-0" 1•-0" 2'-0" T-O" 4'-6" 5'-0" 6'-6" 9'-O" 1'-6" 3'-0" 4'-0" 5'-0" T-0" T-s" 9'-0" 10'-0" arm ; 10d(0.131"x 3")nails,one 12"length of/ connections equivalent to Wood a' �� Do not cut flanges. 1%"TJ"Rim Board or 1Y4"or 1'2" each at top and bottom flange. reinforcement on floor panel schedule. backer apec r 110 t'-o" r-a' t'-o" t'-o" 1'-0° r-o" 2'-a' T-0" F-0° r-o" 1'-0" 1'4' r-s" 3'-a' T-a' 6-s" T-s" 10'-0° TimberStrand®LSL.Nail with 10d one side at E5, 3/4" des r"\e ads° zt0 r-o° r-o" r-a' r-o° r-o° r-s" 2'-6° T-6" 6-0" r-o" r-o° 1•-0° 2'-0° 3'-0" T-6° s'-s° 8'-0" 1114. length of (0.131•'x 3")nails,one each at : Attach reinforcement to both sides at E6 reinforcement on one side �tt O\0 16 360 1'-0" 1'-0° 11-01, r-o° 2-s" 2'-6" a'-s" s'-s" 9'-0° 1'-0° t=o" r-s" 3'-0° 5=0 5=6" 9'-0" 10=0" 11'_6" top and bottom flange. joist web with 3 rows Full depth vertical �r �r ���� blocking between at E7,both sides at E8 F1 \erg sso r-o" r-o" r-o° r-o" r-s° 3'-0" 5'-0° T-s" 10'-0° 1'0"' z'-o" 3'-0° a'-s" FV 6" T-0° 10'-0" 1r-o° 12'-o" : 10d(0.148"x 3")nails at 6" 9 a" s" 7 s" 10' 12' 1a'/, ts'/,' a s T s' to" t2" 13"/4 Attach reinforcement on-center,clinched.Use 2 each joist 2x4 min to O 7 E7 E8 Less than 5" to joist flange with 2' <r rows with 9%"and 11/ Less than 5" 18 360 1: r-o° r-0" 2'-0" a'-o° 5'-s" 9'-6" r-o° a-s° s' 1 '-s° m squash blocks p" 8d(0.131"x 2Y2")nails at 6" a+�� TJI®joists. * 56o r-o° r-o" r-o^ 2'-0^ 4'-6° T-0" to'-s" z'-o^ 5'-0" s'-s" 8--o-111--o." 12'-0" 14'-o" 2 V� on-center.When reinforcing E5 E6 Gap • WEB STIFFENER ATTACHMENT 20„ 3so r-a' r-o" r-o" r-0. r-o° a'-0" T-0" 10'-0° r-o° r-s° 3'-0" 4'-6" 8'-0° 1r-6" 13'-6" r- 11/a"TJ"Rim Board or N CS Use 2x4 minimum squash blocks to 1'/a"or%"TimberStrand®LSL. Face grain 2� Y8"minimum sso r-o" r-o° r-o" r-o" 2'-0" 4'-6" 8'-6" 11'-0" r-o" 3'-s' S'-0" T-0" 10'-6" 13•-0' 14'-6" q tr both sides,stagger nails. transfer load around TJI®joist Nail with 10d(0.131"x 3") horizontal E4 Not for use with 3Y2"TJI® joist flange widths 1•• 23/"maximum pp 0 Table B - Intermediate or Cantilever Support j E11 E1 W nails,one each at top and E2 E3 g (1�"for TJI® Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support Z # bottom flange. EXTERIOR DECK ATTACHMENT r Option#1: 560,560D) See table below. ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE H Apply subfloor TJI®joist blocking with end JOIST • J pp y Web stiffener both sides. Structural exterior sheathing blocks installed at%joist span DEPTH Till 2" 3" 4" 5" 6y" 7•' 8Y," 11•' 13•• 2" 3•' 4" 5' sy 7•' 9% tr' t3" � adhesive to all See table below. *With oint load from above,and no su ort 9 g Double TJI Joist Filler BI Flush bearing plate required. Flashin locations using P pp Z 1 „ g contact surfaces g below,install web stiffener tight to top flange 110 2'-0" 2'-6" 3'-s" a'-s" 7'-6" t'-6" 2'-6" 3'-s" 5'-6" 6'-6" z (f Hanger height must ® Block: Hanger Backer Block:Install tight Maximum/4 overhang two 8d(0.113"x 2%") Tight fit* (gap at bottom flange) 9y,. 210 2'-0" 2'-s' 3'-6" 5'-0" 8'-0" 2'-0" T-0" 4'-0" s'-s" T-6" be a minimum of 60% Attach per the table.Clinch to top flange(tight to bottom permitted at beam. Treated 2x_ nails or 230 z'-s" 3'-0" 4'-0" 5'-s" 8'-6" 2'-0" T-6" 4'-6" 6'-6" T-6" V z ofjoist depth ar 1 „ Nailing Requirements 360 3'-0" 4'-0" 5'-6" 6'-6" 9'-0" T-0" 4'-6" 5'-6" T-6" F-0" nails when possible. flange with face mount hangers). ledger �S9 2/ screws, ® Depth Minimum Web Number Nails sso 3'-s" s-o" s'-0" T-s" 10'-0° a'-o" 5'-s" s'-s" 8'-0" s'-o" Clinch nails when possible. 0�5 + t ical TJI Joist Series in. Stiffener Size T e See fastener IV'TJ"Rim Board or 1Y4" 13\ �a�\ Yp ( ) Type End Intermediate 110 1'-0" 1'-0" 1'-6" 2'-6" 4'-0" 4'-s" 6'6" 1'-0" 1'-6" 2'-6" 4'-0" 7'-0" 7'-0" 9'-6" table below.Maintain Q or%"TimberStrand® LSL. LL 110 All Ya"X 25/s""' z10 r-o" r-o^ z'-o" 3'-0" a'-s" 5'-0^ 9'-0" r-o" 2'-0" S-0" a'-s" 8'-a' 8'-0" 10'-o" } w p w O 2"distance minimum from 8d 11/" 230 r-o" 2'-0" 2'-6" T-s" 5'-0" 6-6" 10'-0" 1'-0" 2'-6" T-6" F-0" 8'-s" 9'-0" 10'-6" O Z H (minimum, 210 All 3/a"X 256""' f] UI Top mount edge of ledger to fastener. Option#2: 7/8"x 25/sin) (0.113"x 2%") 3 3 sso z'-o" 3'-0° a'-o° 5'-s° 7'-0° 7'-s° 1r-o° z'-o° 3'-s° 5'-0° T-o° s'-s° s'-s° 1 r-o" w F O hanger 230&360 All r-6" T-O" a'-s" F-s" F-0" 8'-6" 12'-0" 3'-0° 4'-6" 6'-0" 8'-0" 10'-6•' 11'-0" 12'-0° d10 i�' tY Fastener Allowable Load(2)(lbs/bolt) 2x_strapping installed at Y3 zl 16d 110 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 2'-6" 4'-6" 8'-6" 1'-0" 1'-0" 1'-0" T-6" 5'-0" 6'-0" 9'-0" 12'-0" 0 LL H 3-= z Backer block 'z"Through bolt joist-span locations using two 560 All 2x4 ( 1 210 r-o" r-o" r-0" r-o" 2'-s" T-0" 6-6" 9'-s" 1'-0" r-o" 2%0" T-6" s'-o" T-o" 10'-0" 13'-0" O O J, O Face mount both sides of web Rim Board Material %"lag bolt %"Through bolt with Air Space 2%"screws per joist,typical 0.135"x 3/") 14" 230 r-0" r-o" r-0" 2'-0" T-6'• 4'-0" 6'-0" 10'-6" 1'-0" 1'-0" 2'-6" 4'-0" 6'-6" T-6" 11'-0" 13'-6" H a w hanger with single TJI®joist 1 8"TJ®Rim Board(3' 480 695 18 16d 4 4 3so r-0" r-o" 2'-a' T-6" 5'-6" 6'-0" 8'-6" 12'-6" 1•-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" Z Z V Z O d1 1 4'TimberStrand LSL 610 725 615(4) Option#3: 560D 20 2X4'"' 1 5 5 560 1'-0" 1'4' 1'-s" T-6" 5'-6" 6'-6" 9'-6'• 13'-6" 1'-0" T-0" F-O" T-0" 10'-0" 11'-0" 13'-6" 15'-0" H F Z N}� [� Web stiffeners required if sides of 1 Yz"TimberStrand®LSL 675 725 Directly applied ceiling 22"'3' (0.135"x 3/") 6 11 110 1'-0" r-0" r-0" r-0" r-0" r-0" 2'-6" 5'-0" 8'-6" r-0" r-0" r-o" r-o" T-6" a-s" 8'-6" 11'-6" 15'-0" 0 v Z W hanger do not lateral) support at H2 With top mount hangers,backer block required only H3 24"'3) 6 13 210 1'-0" 1'-0" 1'-0" t'-0" 1'-0" 1'-0" 3'-s" 6'-0" 10'-0° 1'-0" 1'-0" 1'-0" 1'-6" 4'-6" 5'-6" 10'-O" 12'-6" 16'-0" O�p p J m w OF u H1 g 3 ®. y pp for downward loads exceeding 250 Itis or for uplift (1)Corrosion-resistant fasteners required for wet-service applications. P61 When specified on the layout, one of W 16" 230 1'-0•' 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 4'-0•' 6'-6" 11'-0•' 1'-0" 1'-0" t'-0" 2'-6" 5'-0" 6-0" 10'-6" 13'-6" 16'-s" o z _ z d L z v O least 8 of TJI joist top flange O - O LA (2)Allowable load determined in accordance with ASTM D7672. (1)PS1 or PS2 sheathing,face grain vertical 360 t'-o' " " " - w_ly - v W v conditions.For nailing requirements see page 5,TJ ® O the bracing options above fS re U/red O 1 0 1 0 1 0 3 0 4 0 6 6 10'0" 13'6" 1'0" 1 0" 2'O" 4'0" T 6" 8'6" 13'0" 14'-6" 17'-0" w ly _ O O w O O (3)1Y8 TJ Rim Board is allowed with joist depths<16"only. g p 9 (2)Construction grade or better 560 1'-0" 1'-O" 1'-0" 1'-0" 2'-6" T-6" T-0" 1 t'-0" 15'-O" 1'-0" 1'-0" T-6" 5'-s" 9'-0" 10'-0" 14'-6" 16'-0" 18'-0" Z Q N F O 010► O 9001,Weyerhaeuser installation Guide for Floor and O } _Z f- (a)Maximum/ shimmed air space. (3)Web stiffeners are always required for 22"and 24"TJI 560D Joists -77-6-77" I w t-0 Roof Framing, TJ-9001. y q a" s•• T" 8•' 10" 1z'• 14%" 1s'/<•• a.' s•. r' e„ to.' tz„ ta'/<•• 1s%;' Qai-F FASTENING of FLOOR PANELS o o �� 360 1'-O" 1'-0" 1'-6" 3'-0" 6'-0" 9'-0" 14,_6" 1'-0" 4'0" 6'-6" 9'-0" 14.6„ 16'_6„ 19'-0° Z F p J BEAM D ETAI Lt) Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 18" Q v w o P 9 P 560 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10.0" 15'_6" 1'-0" 6'-0" 8'-6" 11'_6" 16'_6" tL 18'0" 19.6„ W w_0 Z O TJI60I(2) Rim Board ® 1s/4, ® ® TJI®Joists 110 210 230 or 360 360 560 560D 20„ 360 1'-0" 1'-0" r-o" v-o" T-0" 6'-0" 11'-0" 15'-0" t'-o" 1'-s" a'-o" T-o" t2'-s° 16'-s" 19'-0" 2o'-s" Z 7 ONOW, BEARING FOR DOOR BEARING AT Nail Size 110,210, 360 and 1's"TJ® TimberStrand LSL TimberStrand°►.SL Microllam Parallam t r t t + r ' 560 1'-0" 1'-0" t•-O" 1'-0" 1'-6" 5'-6" 11'-6" 0 to 0 N t[1 V Liu BEAM TO BEAM and 230 560 Rim Board 1Ya" 1Yz" or wider i"' PSL Depth 9/2"-11/a 14"46" 9/z"-11/e" 14"-16" 9/z"-11/s•• 14"-16'• 18'•-20'• 11/a" 14"-16" 18"-20" 22"-24" Rectangular holes based on measurement of longest side Q O O p r zz Z BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL = • Leave Y"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. LL-m w 0 W t 3 O 8d(0.113"x 2Y2'),8d(0.131 x 2Y2") 4" 3" 6" 4" Y 3" 4" 4" Filler Block(t) 2x6+W 2x8+Y8' 2x6+%" 2x8+%" 2x12+)z" Two Two Two Four 8"x 15" _ w N w w Q q 2x6 2x8 Tables are based on uniform load tables in current design literature. v V R N 1Y'TJ"Rim Board t Strap per code if top plate + 4"(3) 4'13) 6" 4" 3" 3" 5" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing • For simple spar, 5 minimum uniform) loaded joists used in residential applications,one maximum size round hole may be located O W u O IY F 10d(0.148"x 3"),12d(0.148'x 3/a'"► 1 P P ( ' ), Y 1 PP Y � 1%"or 1%"TimberStrand® is not Continuous Over 16d 0.162"x 3Y2') 6" 6" 16"(4) 6"(5) 6"(5) 6"(6) 8"(a) 2x10+8" 2x6+ 2 2x10+/" at the center of the joists an rovided that no other holes occur in the oast. O m V O LSL or blocking for lateral header ( s" Cantilever Filler 2x6 2x10 Not ) P P 1 Detail E4 4'-0"Ion 6'-0"Ion sheathing sheathing sheathing sheathing Not applicable �N(1 v O O z,tn v support ( ) 99 9 spacing ® 3 " P 9 P ( g ( ) 9 9 4'-0"Ion 6'-0"Ion 4'-0"Ion 6'-0"Ion applicable Z }Q z O 1 Stagger nails when using 4" st centers acin and maintain di joist and ane)edge distance.One row of fasteners is erm ted two er spacing n 9 9 9 9 ALLOWABLE HOLES - Headers and Beams y • panel edges)for diaphragms.Fastener spacing for TJI joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block 111 =V w�� w z Strap per Code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI®joists. s „ 3 „ 3 „ 3 plate is not continuous 2 For non-diaphragm a applications,multiple rows of fasteners are permitted if the rows are offset at least'/2'and staggered. (Detail F1 / or/ / or/ / or 1"Net 2x6 2x8 2x12 Two as x 15" ® <� i 3 Q iu-I ( ) PP P P 99 1.55E TimberStrand LSL Headers and Beams oQx or H2) sheathing - w (3)With 10d(0.148"x IMP)nails,spacing can be reduced to 3"on-center for light gauge steel straps. 2 x diameter of the w tu 0 w Q w po over column TO mount " Filler 16d(0.135"x 3 Yz'") Q Q N O O F O J Top (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1Ya (to minimize splitting). Nail Size 1Od(0.128"x 3") largest hole(minimum) hanger (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1Y4"(to minimize splitting). Backer 10d(0.128"x 3") 1 Column Protect untreated 6 Can be reduced to 3Yz"on-center if nail penetration into the narrow edge is no more than 1%"(to minimizes splitting). /depth Face mount O P 9 P 9) Filler Allowed hole zone hanger wood from direct ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawhgs supersede Nall 15 one side 15 each side 25 each side Quantityt2) 15 15 15 15 v Contact with recommendations listed above. Backer L2 L3 See current Weyerhaeuser L4 Concrete ■Maximum nail spacing for TJI®joists is 18"on-center. L1 ■14 ga.staples may be substituted for 8d(0.113"X 2 2")nails if minimum penetration of V into the TJIQ9 joist or rim board is achieve+ (1)If necessary,increase filler and backer block height for face mount hangers and maintain a"gap at top of joist;see detail W.Filler and backer block O dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). 0 0 0 0 0 1.55 E TimberStrand®LSL O literature for framing connectors ■To minimize splitting,maintain edge distance and row spacing of 28 x nail diameter or 3/g',whichever is greater. (z)clinch nails when possible. ` ■Nailing rows must be offset at least 3/2"and staggered. Header or Beann Maximum Round ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor Depth Hole Size W and Roof Framing,TJ-9001. 9y4'.-9y2'. 3 - Multiple-Member Connections for Top-Loaded Beams Joists must be laterally supported at 8" 8" 1%"-11?/e' 3%" ly cantilever and end bearings b blocking s Q Fastener Installation Requirements O 9 Y 9 1a"-1s" 4/8' Fastener Til® oist floor framingdoes E1 panels, hangers,or direct attachment to til Piece #of j p 9 General Notes See illustration for allowed hole zone W not require bridging or a rim board or rim joist. . Allowed hole zone suitable for headers and beams with Width Plies Type"' Min.Length #Rows O.C.Spacing Location When fasteners are required on both uniform and'or concentrated loads anywhere along the member -I LU 10d nails 3" 3'Z' sides,stagger fasteners on the second mid-span blocking Q J) BEARING AT 12, side so they fall halfway between • Round holes only ~ O O COLUMN 2 12d 16d nails 3'/a" 2'2j One side fasteners on the first side. • No holes in headers or beams in plank orientation. Screws 33/8'or 3%" 2 24" AlH2 Ili - Other nails 3" 3'=' Al Other Trus Joist® Headers and Beams OL z Rim board joint lL tL O 12" Both sides Microllam LVL 12d-16d nails 3 Y4" 2a, DO NOT bevel cut joist E2 between joists DO NOT overhang seat cuts 1.3E TimberStrand® and Parallam®PSL O O 3 beyond inside face of wall. z 13/" 3 e"or 3Y2' Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y3 depth -1 Screws 2 24" Pp Y largest Load must be a lied even) across 3• 5" One side face of support member. g st hole(minimum) 0 4 entire beam width.Otherwise, use DO NOT cut,notch or drill t- Verify column capacity 10d nails(3) 3" 3'2' One side connections for side-loaded beams. holes in headers or beams a 0 Z and beam bearing 12" (per I d - except as indicated in Q W O Q L5 length.See current 4 12d-16d nails'3j 3 Ya" 2cz> ply) 0 0 o illustrations and tables. � (L/ V Z Weyerhaeuser literature. 5"or 6" Both sides 0 o 0 Screws 2 24" Multiple pieces can be nailed or bolted together to CS 6 3/4' One side L6 form a header or beam of the required size, up to a TJI®rim joist Microllam® LVL and Other Trus Joist®Beams N N W 5"or 6" Both sides O maximum width of 7" 1%"TJ"Rim Board or Parallam®PSL 1 „ Screws 3 „ 2 24" < Header or Beam Maximum Round N 3/2 L3 1Y4'or 1 z"TimberStrand®LSL. allowed hole zone Depth Hole Size 1- 2 6/a One side N N %"bolts 8" 2 24" - O middle Y3 span 43/8' 1" N ry (� � N 5Yi' 13/a„ (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW, USP WS,or TrussLOK" B1 L1 iq d 1.3E TimberStrand®LSL allowed hole zone d 7Ya"-20" 2" COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zone it (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes to N - W B2 a Allowed hole zone suitable for headers and beams with uniform loads only. BEAM ON • Round holes only COLUMN CAP NAILING AT BEARING (FLOOR) LS B3 No holes in cantilevers. TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist • No holes in headers or beams in plank orientation. 'I , 1'/a"TJ"Rim Board or (Load bearing wall above) to tu 1Y4'or 1%"'TimberStrand®LSL. Joist may be shifted up to 3"if Use B1 Or B2 at l ` One 10d(0.128"x 3") OP ' G Q nail into each flange floor panel edge is supported B4 intermediate bearings V LU One 8d(0.113"x 2%") 9 and span rating is not exceeded. Z with load bearing or Joists are unstable until braced laterally , ` nail each side. Drive Do not cut joist flanges. V _ nails at an angle at braced/shear wall Bracing Includes: nN, M P1 least 1%"from end. Plumbing Drop from above g Sheathing Strut Lines � End Of joists • Blocking O • Hangers • Rim Board • Rim Joist 1 at centerline �-( 3Y2'minimum of support L2 I } COLUMN BASE 13/4'minimum end bearing intermediate bearing Also see detail B2 O l t1 single-family applications 5Y4"may be required s Z V `� for maximum ti Shear transfer:Connections equivalent capacity ° !� to floor panel nailing schedule M LU Rim to TJI®Joist ° � DO NOT walk on joists DO NOT walk on joists DO NOT stack building F_L! until braced. that are lying flat. materials on unsheathed O 1%;;TJ"Rim Board, ® TJI®560 rim joist:Toe Additional joist is re uired if ° ° y g 1/4 or 1/ TimberStrand LSL. 1 q ° INJURY MAY RESULT. joists.Stack only over ® nail with 10d(0.128"x 3") floor panel edge is unsu orted L4 or TJI 110 rim joist: p g pp O WARNING NOTES: beams or walls. N nails,one each side of or if span rating is exceeded. "� a. - Exterior Deck O P2 One 10d(0.131"x 3")nail into TJI®joist flange TJI®560 ° LA DO NOT use sawn Lack of proper bracing during construction can result in serious Z each flange ° Attachment lumber for rim floor joist accidents.Observe the followingguidelines: TJI®210,230,and 360 rim joist: �. ,; Structural board or blocking, ® LJ O 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI joists must be completely installed and properly nailed. One 16d(0.135"x 3%")nail into INSTALLATION TIPS sheathing as it may shrink ELEVATED O Y 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be each flange. •Subfloor adhesive will improve floor performance,but o after installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. i0 COLUMN BASE ® O 13/"minimum bearing With depths>16", use TJI 360 rim joist. may not be required. o Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. O Top View O Safety bracing 1x4 engineered lumber. Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or O Locate rim board joint between joists. Y 9( g •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at Von-center(6' one layer of unnailed sheathing. } See ALLOWABLE ® 4.Sheathing must be completely attached to each TJI joist before additional loads can be placed on the system. Z BEAM ATTACHMENT at BEARING vertical loads(details 61 and B2).Packing out the web from direct contact with on-center for TJI 110 joists)and ® 1 ° H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. Z of a TJI joist(with web stiffeners)is not a substitute concrete 1/z"knockouts extended to a braced end wall. 6.The flanges must remain straight within 1/2"from true alignment. nn// " 1%"TJ"Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist with L� Warning:Drilling,sawing,sanding or machining wood r 11/"or 1%"TimberStrand®LSL. 12"on-center two 8d(0.113"x 2Y2')nails minimum 9 9, 9. 9 g products generates wood dust.The paint and/or coating on thisOL 1' ` "'•` •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for to cause cancer. For more information on Proposition 65,visit w .corn/inform. A/ Optional plumbing or HVAC. , � Bearing plate to be O flush with inside face (� P3 non-shrink Drive nails at an See framing plan(if applicable)or of wall or beamOINMTIVE ESTR AM (m`I W W grout One 10d(0.128"x 3")nail each Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). A Weyerhaeuser, Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of 1r (v 1- man le to minimize Yside of member at bearing, p and Roof Framin TJ-9000.For minimum ,` e er sewsero Weyerhaeuser NR. © 2020 Weyerhaeuser NR Company. All rights reserved. N splitting of late 9' certified Sourcing O minimum from end end and intermediate bearing lengths. Wt: geUSt� �a N N z xa•or May 2020 Reorder TJ-4015 tU 4 • This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-90011, and the Deep Depth Trus Joist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. o w -1 0 0� kIl o