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Home My WebLink About48480-Z Town of Southold 9/10/2024 P.O.Box 1179 0 o _ 53095 Main Rd ,'y%} Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45534 Date: 9/10/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 70 Pine Ave, Southold SCTM#: 473889 Sec/Block/Lot: 77.-3-12.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/4/2020 pursuant to which Building Permit No. 48480 dated 11/14/2022 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 porch and rear deck,to existingsingle family dwelling as appied for per ZBA#7442, dated 12/22/2020. The certificate is issued to Cebada-Mora,Claudia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48480 10/3/2023 PLUMBERS CERTIFICATION DATED 11/2/2023 Ri and Triani A ho 'Ze ignature o�SOEF01A- TOWN OF SOUTHOLD aye BUILDING DEPARTMENT TOWN CLERK'S OFFICE goy • 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#: 48480 Date: 11/14/2022 Permission is hereby granted to: Cebada-Mora, Claudia PO BOX 986 Southold, NY 11971 To: Construct additions and interior alterations to existing single family dwelling as applied for, with ZBA#7442. Replaces BP #46266 At-premises located at: 70 Pine Ave, Southold SCTM #-473889, Sec/Block/Lot# 77.-3-12.1 Pursuant to application dated 5/4/2020 and approved by the Building Inspector. To expire on 5/15/2024.. Fees, PERMIT RENEWAL $760.80 Total: $760.80 Building Inspector r ��o�S�FFOiK�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE 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#: 46266 Date: 6/17/2021 Permission is hereby granted to: Cebada-Mora, Claudia PO BOX 986 Southold, NY 11971 To: Construct additions and interior alterations to existing single family dwelling as applied for, with ZBA #7442 At premises located at: 70 Pine_Ave., Southold SCTM #473889 Sec/Block/Lot,# 77.-3-12.1 Pursuant to application dated 4/29/2021 and approved by the Building Inspector. To expire on 11/16/2022. Fees: CO-ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $710.80 Total: $760.80 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT J TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. a B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all,property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. �} 1 C. Fees ! 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 !° 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 6-23-2020 New Construction: Old or Pre-existing Building: x (check one) Location of Property: 70 Pine Ave, Southold E� House No. Street Hamlet j i Owner or Owners of Property: Claudia Cebada-Mora Suffolk County Tax Map No ,4 1000,Section 77 Block 3 Lot 12.1 Subdivision Filed Map, Lot: Permit No. Date.of Permit. Applicant: TOC Architects-Todd O'Connell P.C. Health Dept.Approval: Underwriters Approval: i t. Planning Board Approval: C::3 : Request for: Temporary Certificate Final Certificate: jk one Fee Submitted:$ App c t Signature i It { u 1r Building Department Application MAY - 5 2020 AUTHORIZATION : (Where the Applicant is not the Owner) �-� �-fD P;oe Avenue S.A m ivy w* I, ( s lao d Ir 5'04A A&M residing at P,o: Box q X G 50jf4U y y I i q I? (Print property owner's name) (Mailing Address) do hereby authorize ''TaC C (Agent) . to apply on my behalf to the Southold Building Department. (Owner4 s Signature) , (Date) C16t0 d;O�. S. C'�.6�.�g �Io�� (Print Owner's Name) OF SO(/r�Ql . Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q Jamesh southoldtownny.gov Southold,NY 11971-0959 Q �yC4UNT1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Claudia Cebadamora Address: 70 Pine Ave. city:Southold st: New York zip: 11971 Building Permit#: 48480 Section: 77 Block: 3 Lot: 12.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Showcase Electric Electrician: Brian Camilleri License No: ME-59658 SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 25 Ceiling Fixtures 3 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures $ Smoke Detectors 3 Main Panel A/C Condenser Single Recpt Recessed Fixtures 22 CO2 Detectors Sub Panel A/C Blower Range Recpt 1 Ceiling Fan 3 Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 2$ 4'LED Exit Fixtures 11 Sump Pump Other Equipment: 1 fridge, 1 oven, 1 dishwasher , 1 cook top, 1 hood, 1 washer, 1 dryer Notes: KITCHEN/2 BATH ROOM RENOVATION Inspector Signature: Date: October 3, 2023 70 pine ave r Town Hall Annex y�f. , Telephone(631)765-1802 54375 Main Road .; . P.O. Box 1179 C* ' Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: /( Building Permit No..4 Owner: l L�'l1�C �` -� ",��t�/ — (Please print) Plumber: , c (."' l (Please print) - I certify that the solder used'in the water supply system contains less than 2%10 of I%lead. (Plumbers Signature) Sworn to before me this l day of �Oytmbw , 20 A!� Notary Public. siAffol,v-- Coanty LISA Alt WAIS OWN STA'fe OF NEWrolMt ft OIPAS423840 QwNlled in SuHelk Cou MV #Av CommissW Expkq WNW' 1 �apF SOGlyO TOWN OF SOUTHOLD BUILDING DEPT. �y000rmN�' 631-765-1802 INSPECTION [V 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: JltAA12 DATE �'� 3 `�3 INSPECTOR - oF SUUlyO� � '� O , ci -P/l1 e (i�' f TOWN OF SOUTHOLD BUILDING DEPT. �o • �o �ycou 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) T CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: _ Ok _ DATE d Z INSPECTOR qsqqo OF Sobyo� - # # TOWN OF SOUTHOLD BUILDING DEPT. °y ourm��'' 631-765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ v 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: L eo DATE )4> INSPECTOR ho�aOFSOGIyo� TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ OUGH PL13G. [ ] 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: V(mv-br o �- vi DATE qbr,� Y3 INSPECTOR vie Aje OF SOUIyo� \ # # TOWN OF SOUTHOLD BUILDING 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 [ ] PRE C/O [ ] RENTAL REMARKS: D fl DATE �� v �� INSPECTOR �aOF SOUIyo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [✓(FOUNDATION 1ST p2 [ ] 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: 4V DATE �.a �a INSPECTOR OE SOUIyo� * # TOWN OF SOUTHOLD-BUILDING DEPT. couur, ' 631-765-1802 ,q go INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION/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: l w VV'141 4-- �OeQt�k5 n6 1 Gd P l� DATE 1. INSPECTOR 0f SOUT,j°!o # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 qgqo INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. 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TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: 631 765-1802 Planning Board approval ( ) FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO(A'D Check Septic Form rustees C.O.Application Flood Permit Examined /-7 20 Single&Separate Truss Identification Form Storm-Water Assessment Form ik Contact: Approved .120 Mail to: Disapproved a/c 6 V Phone: Expiration 20 Building ItslAtor APPLICATION FOR BkDING PERMIT ate 20,lo INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department-for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. c� L(Ai-g�ture_ofapp licant-dr name,if a corporation) P,C). 6,7( q S,,A-01A- y iwv (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder o u,-)Y%,e Name of owner of premises (21 Q-QLa (A he—t roll T-6 I 176—r Latest deed)j If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. .Location of land on which proposed work will be done: :3 0 9i 8=e ""v. � . 0\ House Number Street Hamlet County Tax Map No. 1000 Section -Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises d inten ed use d occupancy of proposed construction: a. Existing use and occupancy S — �� b. Intended use and occupancy 1 ; 3. Nature of work(check which applicable):New Building Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost .)� - 0 0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. f\l ./ A 7. Dimensions of existing structures, if any: Front yj,, Rear. Depth �-� _LA Height ± 19 , g. Number of Stories 1 Dimensions of same structure with alterations or additions: Front 53 - 9 Rear Depth y 3. m y Height { 19 . I Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front l o Rear 81 , awl 1 Depth 1 10..Date-of Purchases 1 /i A f 1 S � tarrie�of-Forme Owner C1 c�e.n P �M ne �6 l c, 11. Zone or use district in which premises are situated O 12. Does proposed construction violate any zoning law, ordinance or regulation?YES.ZNO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO_2 C1� •a. S . 14.Names of Owner of premises('ti�,� vnc� rn�ddress . P>, U Phone No. Name of Architect —F c)' o I\ Address '0 hone No 631 (,so Name of Contractor Address Phone No. / 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES.&D.E.C. PERMITS MAYTEQUIRED. . b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO-1— * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ci a,,a\Q -S _ —'As r _being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the n u.)o tK (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20�_ MICNELIH t 51MMON5 Notary PUb11C Notary Public-State pf New York rY No.01516() 359 3ignatureto£Applicant 1 Qualified in Suffolk County My Commission Expire,SVp 15.2023 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 9,2020 TO: Claudia Cebada-Mora 70 Pine Avenue Southold,NY 11971 Please take notice that your application dated May 4, 2020 To construct a additions and alterations to an existing single family dwelling at Location of property: 70 Pine Avenue, Southold,NY County Tax Map No. 1000- Section 77 Block 3 Lots 12.1 Is returned herewith and disapproved on the following grounds: The proposed construction,on this non-conforming 30,777 square foot lot with two front yards in the Residential R-40 District,is not permitted pursuant to Article XXIII, Section 280-124,which states that,on lots measuring between 20,000 and 39,999 square feet in total size,the minimum front yard setback is 40 feet and the minimum single side yard setback is 15 feet. The proposed construction notes a front yard setback of 34.08 feet(Pine Avenue)and a side yard setback of 9.9 feet. @utgna re Cc: File,ZBA Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. BOARD MEMBERS Southold Town Hall OF S�Uj 53095 Main Road•P.O.Box 1179 Leslie K_�nes Weisman,Chairperson O�� y0l Southold;NY 1197-1-0959 Patricia Acampora ; fce Location: Eric Dames Town Annex fl tist Floor, Robert Lehnert;Jr. 54375 Main Road(at.Youngs Avenue) Nicholas Planamento . y��UM`i,� Southold,NY 11971E http://soutboldtpymny.gov ZONINGBOARD OYAPPEALS. OVCN,.OF 50LITHOLD . Of ;.Tel;(63 765.1809•Fax(6 1).7654064 :9. 020 FYI D NGS;DES.IBERATT0NIS ANODMI-1.�NATf.. i o.0 old Town. clerk.: .: ' 1VlEETING OF MUMMER 22,2020 ` 213A FILE: #7442 'NAME Oh YkIOANT (39 dia'Celi da=Mora -PR6PER7:`Y LOCATION:.7f?Pine Avenue,Southold,N Y SCTM#"1000-77-3-MI.. SEf RA,DE`l"FIZMII ANON:: Tlie.Toni ig.I3oaid of AlSpeals has visited.the property.under cbnside anon:in this a` liGation:aiid.zletEr ipeS that flits review falls under the Type l`I.Category of tti State's.-T,iSt-of Ad CA% Wi bilt...:.:: : : •` Pp )'lj :fut�t r;ste under:-' i' O :r .T': .� DE: This.a��• lYc tt `as o:� e �-fbi r e- .5.:. O ..vrt ��e'� d .e IV'E.. t o•`.:�:(l')��' .l� ��1� T�:-ATE -: the uffolk` otitis A' iniatt 2itty `:. .ai�ttnent.Q�Fla�vaxn •atttl under. S,. ,. TiWItP T. ATT01 '."iEhe.relief or ante retation re iiested-iii'thho-a` . -atio�.is-:Iisle . EI1 ,.P . rP. 9. . . PP. . .14ltnor:Actions eXempt list and.is t of sttiblect to review under Chapfer 68.:. PROPE TY::FACTS�DE CIZIP. ON:: Tbo:AuJPct .roe is ti:non-confgr ii"::.�0'77'� s:-uaze:#oft :arcel with J. p .p m' g .: ' q P -two frotit•yards..in the:R=AO Ztiriing District. The westerly property lne:measves:160.71 feet;jut§out 20-:f$.et:niiore•`. vve`st tf� ii:irieasures:1�25:00 feet..west.(total 2$5.7 Tfeet) adjacent to Hickory:.Avenuc; t1i$ iiQilierly-_propeerty` measures 1 O;OU feet and-is-'adjacent to Pine Avenue,'the easterly property line measures a iotal oU93:--f6;, ;at ii.;`.,::...r tho southerly property Pine measures 98:2�9.feet..The parcel is improved with a ohe�story dvvetling Vvitli ari a istuig.: .. •wood deck in the rear of the dwelling, .fo be.deiriolished and reconstructed in place and iyi kiind; and e5tistin8. enclosed•.porch in.the front.of.the:dwelling:(proposed to.be converte$to livuig space)-and a VJ.—d.shed'(14 :. -- ii:the rear yaid as shown on the:911N.y map prepared by Kenneth M. Woy6huk,LS,-. t evised anq. d dated July 25, BASIS.:OF APPLICATION: Request for Variances from Article.XXM, Sec6tions.280-124 and the Building. '. Inspector's.June 9,-2020 Notice of D sapprbval based on an application for a-peoj0t.to:constr d6t-additions and: alterations to ari existing:single-family dwelling; at,l)-located less than the.code iequired.-fr6tify.rd setback of 40 feet; . located.less.than the code required single side yard setback of 1 S feet; located at 70 Pine Avenue;Southold; NY. SCTM#1000-77-3-12:1. RELIEF REQUESTED: .The applicant requests variances to construct additions and:alterations:to an existing: single:family dwelling. The proposed construction is not permitted pursuant to Article XXIH, Section 280-124,. which.states that on lots ine'asuring between 20,000 and 39,999 square feet in total size; the minimum front yard setback is 40 feet and the minimum single side yard setback is 15 feet. The proposed construction notes a front yard setback of 34.08 feet (Pine Avenue) and a side yard setback of 9.9 feet. The submitted survey plan by Kenneth M Woychuck,LS and the Site Plan drawings submitted by Todd O'Connell,Architect shows the proposed alterations and additions to the existing dwelling. The old wooden deck in the rear.yard is proposed to be Page 2,December 22,2020 #7.442,Cebada=Mora S&M No. 1000-77 3-12.1 demolished and be reconstructed in place and in kind with a new deck and a proposed.8x8 foot spa. •The existing . front porch is proposed to be converted to living space.with a new covered porch attached-to the,new enclosed room with the old existing stairs to be.removed. . ADDITIONAL INFORMATION:' The applicants wish'to'enhithdo the-aesthetic.look of-the home:and improve it. Within the existing non-conforming_setbacks.:T1iey'ate riotrequesting anything. ore thaii whai already exists. VDIMINGS.OF FACT/nAS(JNS.pdI?`.B.0 AI D:ACTION: : .' "Tlie Zoning:$oard of Appeals held.a:pVblic heariirg tlits applicatiou'ori 1Jecir tlber 3; (1 b.at.wliich`tiine vC+xrtten `aiid.&Mt evidence were presented: Bases :iipon�all.tostiri ony; do Umentationi-personal: fis_peot on oftlie:pXpperty anti surrotiiidingiieigliborhood; and.atlier_evdeiice;:tlie` oipg$r3lfutls tlie-folliSwiFg"facts`.tobe'true;arii.:.: ._ .. . :.. relevant grid makes tiie followmg`fi dings; : 1. Tore►>n:.La�v_&267'=W.A)(11..." Grant oftlie variances wilt.rioi-`roduce au uridesirable:cl an a iu fhe:cfiaractefof` - the rieiglil5orliood or adetriment to nearby prbpet` `... q here are`otl eF dwdliings in`tliis:czomniubit that--also have non-conforming front and side yard.setbacks. U-6 homes in the neighborhood'vary in size.and:many.have been renovated.-This.'proposal will -not be out of place in the-'neigh orfiobd-and the:proposed eharxge§-wil1 give-the :existing..prgpeFty"a new look-upgrading the area: The:deck to be reconstructed:in thereat yarii'is:not-.visible from 4he-.street-:and-the side.property line shared wrth ihe,.`adjacen.-.neighbor is:totally screened from view�by mature-.; . evetgrodns: To: =b-3 Tli"'Brief t:a.n'l'a<h.::t ' i 'l -e"�:`"�o-` ;ehi6V- `Wn.�;aw:.�2.6'1_.. )(b)(2J: e b o. u. lean .ann: t,bea. ed.b; sonic:me od`f`as :e: -a:: :f r.th l urs a othe ti ari"ar "o a tT tioia tin'`:rio .. Q ..e�a . Ieant•tQ� i:�Px`Qp s d. Yf��nta�i:"file:exiS.... .....: .. confo -setb rmrn eks: S:: .aii e`iI'' I1'.. i .`e var`an a "ere'" r at I::. '' 'start' .l `r': "tiir >14 1. ovyn.)E;are:.-2b7;h( .l.�b.)(_l . r o._ -. t h u 'Mr .ritlie ct., '..t?b. ta.�. el�tecn g .: :> .. relief-from the code for tYie.:front yard setback,an'd.3'4°l0elie ,froiil the eerie. o tli s .yarn setae :-:flovveitet;. the proposed.variances will etiliance tlie.dVvell rYg.,aa�il upgrade tl v.ii-16torhp�ti .`Plie dei xolit oii:ai�d:re�ilaceirieiif of the.attached deck in the rear yard and tire-enclosipg.ofthe-existuig front porch to.cbitvett it<:to habifatite living spstce will.aesthetically improve the.home. AddYtionally,.th applicant is biittletied�vitli two front yarns:since it is a . coiner lot. 4. Towvii:]f.,aw.§267-b.(3).(b)(Q. No evidence has been submitted.to suggest that a variance Jn this residential - con munity will have an adverse impact on the physical- or environmental conditions in.the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management.Code: 5. Town Law §267-b(3)(b)(5):. The difficulty has been self-created, .The applicant purchased the parcel after the Zoning Code 'vas in effect and-it is presumed that the applicant. had.- actual -or.constructive knowledge-of the limitations on the use:of the parcel under the.Zoning Code in effect prior to or at the time.of purchase: 6. Town Law 4261-6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit expanded living space both indoor'and outdoor while preserving andprotecting the character of the neighborhood and-the health;safety and welfare of the community.: RESOLUTION OF THE BOARD: In considering all of the above factors.and applying the balancing test under New York Town Law 267-B,. motion was offered by Member Acampora, seconded by Member Weisman (Chairperson);and duly carried,to Page 3,December 22;2020 #7442,Cobada-Mora SCTM No.-1000-77-3=12,1 'GRANT the variances as applied for and shown'on'the Site Plan and-Building Plans (Sheets:D:1 thru 1).4). prepared by Todd O'Connell,.Arcliitect and last•revised Septeiriber 25.2020. SUBSECT-TO TBE.FQLLOWNNG_CONDITIONS: 1. `Proposed:l l'7.sq.:ft.front'parchahalf-remain.unei�Eldsed,and,lion=habitable space,. :. . 2. Proposed.410.57 sq:ft: deck.shpgl r r ain opett`to : Arr deviation. am thesurve situ' lan azir ar`leitectr 1 drarvin s:eited: " Iiis- - Y . . }'� F a. .. $.. :..:.:,n decision xfi17 reulf;zn alelays:: arid%r.a possible.denfal'liy:tile&uilz m Depar'!»ienf f a-bW'd!hgperM fI acid mrFyreguire:a ne1v:4�pl�oation:anti., ubhc hectrin lie ore th'e Zorrin Bvard.o p , . g . � S' A_n .. y deviation from t,e varian e(s�grrnited`liere-W as'.s�iotivn on` he:a cli tec uriil.dA-'ing-s;side-Wartandfor survey cited abaye,:.sueli':tas.cilteratiotrs;. :eztr:stori; ar:.cicmd�ittotrs,. `a'not: airioriied.'under'tlris:::ripplidtiori'when involving ngnconforriiities under the ziit'izng:"cade. : 'l�setr7� 'deSbf'aut�or'ize"or'conelorie prt" ;cuiret o -. :tti'e `use, 'setbaclr ¢r.other future:6f 4he subject prgiie'.!t ar •iy a -:vza`late:the onin ;Code;:o lier:'tYtm'.:si buses;: setbacks and giber fecztur`��s:as afe ezpressly' rddressed:iti phis`action:. : e: .: anm tBDard res�t�es h righstu :°trot:increase.t�e'degree'ofnoriir'Qrifbrrti - � :- - � - . f _ _ S , . ,n ` . .... V} a��' ate. d ``x �_ .�'=::��``• -�-. :.. .... ... ...- a ..;• rt �....,. .. .". (... :1,S ;emu{:_ .6.:L .`. li 4 1 ... :.....:.. : :..k'ed an�1/b '.:a~.S:u° dl o L 4. 11. : 1.. �l •L• � �"6 .:� :7�:�,�r,.`:;;-r ...c .. - .• .. ... .. ,r. :re `i `t%e us rr 1~a:the +dt oatx F ,. . .....:.:. l t car rl erm)`y . - ei :riian: Ctai -`ei' ri Aearii`ora 'D ::t. s .Lehrie ."and` lariainerito 5=0 Vote of the.Board1yeslVlembei's W. s ( rp. s6 ), p. . , . an e , rt,- P . ( } L;eslieKan es-Weisman, Chair erson . Approved for filing �f 1 23/2020 . Todd O'Connell Architect, PC TRANSMITTAL 1200 Veterans Highway, Suite 120 Hauppauge, NY 11788 tel: 631 -650-6666 fax: 631 -650-6667 Date: April 28, 2021 To: Town of Southold Re: 70 Pine.Ave Southold-ZBA approval and drawings We are Sending: Description 1 Zoning Board of Appeals Approval Letter 4 Sets of drawings Enclosed you will find the above items for the filed building permit application. If you are in need of additional information/documents you reach me at the number above or vial my email: Pam(a)-TOCArchitects.corn Thank you, Pam Losquadro Expeditor . BOARD MEMBERS \\,OF SOf!/j Southold Town Hall Leslie Kanes Weisman, Chairperson �� ® 53095 Main Road •P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: :kt ,0.4•.Eric Dantes- aQ Town Annex/First Floor, Robert Lehnert, Jr.o ��.Cou ,� 54375 Main Road(at Youngs Avenue) `-D RZ � Southold,NY 11971 D (\ , � http://southoldtownny.gov SEP 9 2024 U ZONING BOARD OF APPEALS TOWN OF SOUTHOLD BUILDINGDEEPT' Tel. (631) 765-1809 TOWN TE SOUTIIOF EXTENSION DETERMINATION ONE YEAR EXTENSION Regular Meeting of September 5,2024 ZBA FILE: #7442 NAME OF APPLICANT: Claudia Cebada-Mora PROPERTY LOCATION: 70 Pine Avenue, Southold,NY SCTM#1000-77-3-12.1 BASIS OF APPLICATION: Request for Variances from Article XXIII, Sections 280-124 and the Building Inspector's June 9, 2020 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single-family dwelling; at 1) located less than the code required front yard setback of 40 feet; 2) located less than the code required single side yard setback of 15 feet; located at 70 Pine Avenue, Southold, NY. SCTM#1000-77-3-12.1. DATE OF PUBLIC HEARING: December 3,2020 This request for Variances as applied for was originally GRANTED with CONDITONS, as listed below, on December 22, 2020. By email correspondence dated August 26, 2024, the applicant requested an extension of the Variance Relief. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Proposed 117 sq. ft. front porch shall remain unenclosed and non-habitable space. 2. Proposed 410.57 sq. ft. deck shall remain open to the sky RESOLUTION OF THE BOARD: A motion was offered by Member Weisman (Chairperson), seconded by Member Lehnert and duly carried,to GRANT, the applicant's request that the above cited determination be extended to expire on December 22,2024, as per Chapter 280-146 of the Code of the Town of Southold. Vote of e Board: Ayes:Members Weisman(Chairperson)Dantes,Acampora, Planamento and Lehnert. This Res tion as duly ado V(5-0). G(Z- Leslie Kanes Weisman, Chairperson Approved for filing ge / /2024 g�FFO,tj►� , BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o;` Town Hall Annex- 54375 Main Road - PO Box 1179 co • yam. Southold, New York 11971-0959 y01. ap� . Telephone (631) 765-1802 - FAX (631) 765-9502 ' - rogerr(Msoutholdtownny.gov - sea ndQsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date:09/18/23 Company Name: Showcase Electric Electrician's Name: Brian Camilleri License No.: 59658 Elec. email:ShowcaseElectricLl@gmail.com Elec. Phone No: 631.375.0862 211 request an email copy of Certificate of Compliance Elec. Address.: 10 Sandie Ln, Manorville, 11949 JOB SITE INFORMATION (All Information Required) Name: Claudia Cebadamora Address: 70 Pine Ave, Southold, 11971 Cross Street: Cedar Dr. Phone No.: Bldg.Permit#: Otloo email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Cle:4`oozj� 1 st FI alterations Square Foo Circle All That Apply: Is job ready for inspection?: FV� YES 0 NO Rough ✓1 Final Do you need a Temp Certificate?: YES 0 NO q Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service[]Fire ReconnectMFlood ReconnectOService Reconnect OUndergroundaverhead #Underground Laterals F1 1 2 H Frame M Pole Work done on Service? MY MN Additional Information: PAYMENT DUE WITH APPLICATION ,8( 741&6a �a sow 1 BUILDING DEPARTMENT- Electrical Inspector /J� G�..0. TOWN OF SOUTHOLD $ Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 1-1971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrgDsoutholdtownny.gov - sea nditsoutholdtoMny.-gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date:09/18/23 Company Name: Showcase Electric Electrician's Name: Brian Camilleri - License No.: 59658 Elec. email:ShowcaseElectricLl@gmail.com Elec. Phone No: 631.375.0862 1 request an email copy of Certificate of Compliance Elec. Address.: 10 Sandie Ln, Manorville, 11949 JOB SITE INFORMATION (All Information Required) Name: Claudia Cebadamora Address: 70 Pine Ave, Southold, 11971 Cross Street: Cedar Dr. Phone No.: Bldg.Permit#: d email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 1st FI alterations Square Foo C DprJ Circle All That Apply: Is job ready for inspection?: ❑ YES®NO ®Rough ohs ®d Final Do you need a Temp Certificate?: YES F&-/]NO q Temp Information: (All information required) Service Size❑1 Ph F]3 Ph Size: A # Meters Old Meter# New Service[]Fire Reconnect❑Flood Reconnect[]Service Reconnect Runderground DOverhead # Underground Laterals 0 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DLIE'WITH APPLICATION l8(23 c 'aso� ,'cC # losLfZS 69 k 044ao PERMIT p Address: iIL Switches t i 0utlets•- ,,. �1 GFI's Surface Sconces^��t-1—, C HH's UC Lts Fans Fridge I HW Exhaust Oven I WAD smokes DW Mini arbon Micro Generator Cooktop Transfer -ombo \C AH Hood f Service Amps Have Usec ,pedal: _ :omments Todd O'Connell Architect, PC TRANSMITTAL 1200 Veterans Highway, Suite 120 Hauppauge, NY 11788 tel: 631 -650-6666 fax: 631 -650-6667 Date: April 28, 2021 To: Town of Southold Re: 70 Pine Ave Southold -ZBA approval and drawings We are Sending: Description 1 Zoning Board of Appeals Approval Letter 4 Sets of drawings Enclosed you will find the above items for the filed building permit application. If you are in need of additional information/documents you reach me at the number above or vial my email: Pam CD-TOCArchitects.com Thank you, Pam Losquadro Expeditor 511054'50 1 1 I I 1 1 I 1 I I I 0 I I I 1 1 I I I I I I 1 1 I I I I I I 1 1 I I I I I I I 1 I I I I I I I 1 I I I I I I 1 wl I I I ml I I 1 O iVI I I 1 z I I I 1 I I I ,L-20.00°'� 1 I I � O I r 10 10 �CO 1 I a I 1 1 lu } \ \ A'."KLTDRIV 4W l 1 /Wl FIO'f TL6 TO \ INiClIOR �AL TION6 q.a' 1 aye \, 1 41.5' o 1 I STORY BRICK 46.3q' l� 4 MAME RES. o° o __ I _ NO. '70 W I I Clow. - 13 O PROPOJ® PROPS O m 1 �°'W' PIORGI4 I m LMN6 SPADE O 1 1 L- _-_ _ _ _ _ _ _ _ _-_J PLOT PLAN Nlq°la'50"E PINE ,AVENUE 120.ff 50ALE: 1" = 20'-0" R .JOB#: GE-16-5"13 :i�iZOi�OS D ALTERATIONS DATE: 2/16/2020 Sc,41..E: as NOTED GEBADA—MORA RE51 DENC -70 FINE AVENUE s YNr , , 1, mn �o f oo.,c,s !' n� c \ � I� �w:Ob 0��;: ( �a r z 5OUTHOLD, NY I I ct-7 I � ice= S.C.T.M. NO. DISTRICT: 1000 SECTION: 77 BLOCK: 3 LOT(S): 12.1 I 4" LAND NIP 1 OF MICHAEL do SA-AH SIRICO LOT 7 EI.EC. S70040'30"E 125.00' 157.64' METER o.rN WOOD RAIL FENCE 0.rN S72"25'30"E _ PIPE IU.P. PIPE V} I F•a 1 � LOT 6 - O Q to Q 41p00 i I ti err:;. :::•__::_:. 0. DECK Q w LOT 5 _c__�'_::��_�'K I s a' z • ENT. o LOT 4ffF I - a 34.1' - -................ ............. tC w w LOT 3 .. z- s i 1 NSHEO !~ LOT 2 2 sr O.s'S t.9'S 6' iATt10E PENCE w C 03'S ��WWDRn FENCE 1 r'E N73001 10 W 160.7i LOT 1 w LAND F a O - RICHARO do CYNTHA HILARY @u P N70"40'30"A' 125.00' HICKORY • AVENUE I� CAI THE WATER SUPPLY, WELLS% DRYNEUS AND CESSPOOL —I LOC477ONS SHOWN ARE FROM FIELD OBSISMVON'S AND OR DATA OBTAINED FROM 07HERS AREA: 30,777.20 SQ.FT. or 0.71 ACRES ELEVARON DATUM: __-------- — UNAUTHOR/2'ED ALTERARON OR ADDIRON TO THIS SURVEY IS A WOLARON OF SECTON 7209 OF THE NEW YORK STATE EDUCARON LAW. COPIES OF THIS SURVEY, MAP NOT&`ARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RU£COPY. GUARANTEES INDICAT>:D HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE RILE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU770N LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INSRTURON, GUARANTEES ARE NOT TRANSFERABLE. 7H£ OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDIRONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE AME OF SURVEY SURVEY OF: LOTS 1-6 INCL. & DESCRIBED PARCEL CERTIFIED TO: CLAUDIA CEBADA MORA; MAP OF: LOOSE PAY ESTATES : R. SUFFOLK FEDERAL CREDIT UNION; FLIED: NOV.• 13, 1934 No.i 176 Q' ' f FIDELITY NATIONAL TITLE INSURANCE COMPANY; Y . ; V. SITUATED AT: SOUTHOLD ' - 'I.- ,r r %t;•;,= TOWN OF: SOUTHOLO KENNETH M WOYCHUK LAND SURVEYING. PLLC SUFFOLK COUNTY, NEW YORK ':'� r� ` Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 ,� . PHONE (e31)a98-15es FAX (631) 298-ilea i FILE 1 j- 155 SCALE: 1 =3O DATE:SEPT. 5, 20 5 ..N:'K,S: ,LISG�Nb'050882 maintaining the records of Robert J. Hennessy a Kenneth W. rofchuk SURVEYED BY D.L. 0 U., G.L. M.. C� 4 DRAWN BY: D.M. SURVEY OF PROPERTY JOB: D24-077 �0 SHEET 1 of 1 I p�G 5 202� I LOTS 1-6 INCL. AND �E LAND N/F DESCRIBED PARCEL FENCE APRON B �Q1S $p1 LOT 7. , SI ARAH SIl 10CHAEL 0 I W MAP OF GOOSE o s s 'EM' DRIVEWAY S70'4�� 125.00' I S72'25'30"E 157.64' I BAY ESTATES o.s w — - X x — s' WOOD AND WIRE FENCE FENCE COR. ? I FILED: NOVEMBER 13, 1934 MAP N0. 1176 PP O 4' POST AND RAIL FENCE n 0.5'N A/c 0 0.3E 20' SOUTHOLD, TOWN OF SOUTHOLD, 13.3' 11.r� RAISED N LOT s SUFFOLK COUNTY, NEW PORK o — — — es DECK — — — — — N 0 S.C.T.M. 1000-077.00-03.00-012.001 W 5.2H I W I 00 O Q �Y N N � � 16.0' LOT 5 � — — — 0.3 �vC E I � �I Q� Z - - - - - - - _ W '�-�¢ W o ❑ W -1 I Z3 ' a DECONERLL VE N 1 STORY 24'� AS. LOT 4 z x O Q a_ Q �- I a �¢J = o LP —,— 17.9' #70 N BA/C _ (o I RAMP 3 uj Z WOOD FRAME LV DECK 4 24 4' LOT 3 I SHED xY I w o H=9.a' 1,},Z' 69.4 FENCE COR. O =3 M 5.4'W '�co X LOT 2 I _ — _ SCALE: 1"=30' jp' Q - - - - - FENCE0.4'N — — — — — 5' WOOD CORRAL FENCE 6' WOOD FENCE COR. LATTiCE FENCE 0.7N LOT 1 ..FENCE 1.5E N73.01'1OnW 160.71' 3.0'E x LAND- N/F ®� _ � S19�19'30"W MADAUNEDD V/YEFNDELL 70040'30"W 125.00' ' RICHACYNT A HILARY I R DOUGLAS WENDELL oNP 20.00 RICHARD HILARY ®wV W I DENNIS W. LAYTON IZ I PROFESSIONAL LAND SURVEYOR ,mow NEW YORK LICENSE NO. 050920 HICKORY AVENUE - - -(33') - - - - OF STANDARD NOTES NOTES P Y 1. COPYRIGHT 2024 DENNIS W. LAYTON LAND SURVEYOR, P.C. 1. PROPERTY ADDRESS: 70 PINE AVENUE, SOUTHOLD, NEW YORK, 11971. * A 2. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS 2. LOT AREA = 30,777 SQ.FT. (0.706 ACRES). r A WOLA71ON OF SECTION 7209, SUB-DIVISION 2, OF NEW YORK STATE EDUCATION LAW. 3 THIS SURVEY WAS COMPLETED USING A TR/MBLE S7 ROBOTIC TOTAL STATION. 3 ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYORS EMBOSSED SEAL ARE GENUINE TRUE, AND CORRECT 4. PROPERTY CORNER MONUMENTS WERE NOT SET AS A PART OF THIS SURVEY. n -� COPIES OF THE SURVEYORS ORIGINAL WORK AND OPINION. 5. ALL DISTANCES ARE IN US SURVEY FOOT. � 4. CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH 6. SURVEYED ON JUNE 23, 2024. 2s 05092� QJ THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ��CAND SJ ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. THE CERTIFICATION IS LIMITED TO THE PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, TO THE T17LE COMPANY, TO THE GOVERNMENTAL AGENCY, AND TO THE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. 5. THE CERTIFICA7IONS HEREIN ARE NOT TRANSFERABLE 6. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN DENNIS W. LAYTON MUST BE ESTIMATED. IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN, THE CERTIFIED TO IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. CLAUDIA CEBEDA MORA LAND SURVEYOR, P.C. Z THE OFFSET (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FORA �+ SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, 15 FROWEIN ROAD,SUITE E2 RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITIONS TO BUILDINGS, AND ANY OTHER TYPE of DENNIS W. LAYTON CONSTRUCTION. t dwlayc.nmm CENTER MORICHES, NEW YORK 11934 B. COPIES OF THIS SURVEY MAP NOT BEARING 774E LAND SURVEYORS INKED OR EMBOSSED SEAL SHALL NOT BE �0 ��°`�¢ (631)400-4777 CONSIDERED TO BE A VALID COPY. DWLAYTON.COM i t : TODD O'CONNELL 'I ARCHITECT P.C. O cTODD O'CONNELI,qiA 2 0VeteransMgg ial.Hijliwa o SSuite120` Ir N 'F auppauge 6506666''1r 'F,(b31)i650 uj 51�.65& yT�ON 100'sM M110T.,0-b°01.N AR ool , NIV, tu r I I �I z z N I - to — i__ Vol _ _ _ � o u� �I !! 34.08' Z LUW � r 1 I �j/ (IIII 34Y 1 w < —kn t)— a rt �F al > V u--�Z— 1 �i0 I 1 11.1 aL—�LU Z I Z n t (� to 1 ___ ----- - - ----- - ----- 1 Z - —.- 310�15Z°zL5 100,01 1i�9'L51 � OL t- z . p W , � QLj YC- ' 4 OIL I I k12'A.C.O.DJ.alb'OCL 2'x12'ACA J.olb� W SHELVES ABOVE 4 O I 1 WARD•ANCHOfJED TO i� HOT TUB WAIL 15°IYL D ® BATH Bk5' -; I EACH ExIsnNG IVM.IDIsr 6'-11'CA. JArU=l TODD O'CONNELL,AIA S' U.U Q _TW5 V2'DINE.z 6• I EXIST. -aI EXIST. 'r0 12MVetemns Memorial Highway OHWH ❑ I �VN7fA15ID AND 1 r EXIST. EXIST. 3Qj \_ _—/ , - 'sQy HauPOaugo.NY 11788 I .v--- JSTM&MM I L 0 P(631)650-W6 -PROVIDE FLASHING. L J6•X6•AGO WOOD to �3 DDUHO L.EDGtR A5 F(631)650fi667 POST O 12*DOVd1 S! FIREPLACE WALL TO EE �� "� T012'm �I � W ALL WHITE BRICK � � j C(516)G58-0325 dr BONO-TUBE Q I � ry 5H13VIN6 ON LEFT SIDE _V❑ FILLED ON OF FIREPLACE. 24°X24'XI2' NEW WOOD DECK "K FOOTING w I n� ! W-O'HT. I 91p 1 ps 55W PSI ALL BATHROOM SHALL L 11x6'DECKING TO BE U I GONCIZE7E.MIN Be PROVIDE WTH F - SELECTED ' O 56°BELOW MICWADEQUATE FUUMBN6 REB TO ALLOW FOR N]( I P .••• I 2'xl2'ACA.DJ.alb' < 2'xl2'ALA.DJ.®Ib' GRADE(TYPI�/\ MR LL.EAR SPACE 1O1 OZ. . DISTANCE T SPA E ROOMS-TOILET,SIw1 x LIVING ROOM r-4Q2TOTEO4- 1-0O WOOD 4sy/ / / / T11B-A9 PH2 2OI5 m NOTE LLAR TIES 1, t 1 DOWN p! / INTERVAnoV'LTO BE EOSED WITH'O m ' / / / / R<S55STION W WOOp PINE FINISH WITH xTUBEN SHIPLAP FILLED W 5500 j/ SEcnoN Ri12.d Psl coNCRETe. \ / / (19MDIRE n�OWp MIN%'BELOW / / / R512J GUARDS.6)ARD9 NOf®AS EwSTING ARE TO IySi &RAM(1YF) /\/ / / /<? SHAM BE PROVIDED IN f4JrFIRMED AT START OF 32 ACCORDANCE WITH CONSTF=TION.ARCHITECT 15 TO . NOTIFIED IMMEDIATELY OF ANY NOTE,WALLS %p secnoNs R912.I DIscR>�ANA� z3 I(1 TIROUGIR3I2J.4. PAINTED Y>• F� �� m I I I I 1 NOTE•PROVIDE= R Rs121J h0E32E RELUIRED. �,uPGRADe MST! Ns MITE a x F d o F r� UP WALL HOLD 0" GUARDS SHALL BE _N ar OPEN GUARDS SHALL _ � AND S �y I I I I 5R BETWEFIJ FOL4mATION LOCATED ALONGCOND'TI 11�T1°MATCH uTED oN '� Q —_ AND FIRST FLOOR OPEN-SIDED WALKOV6 O ��BhL11�TE25 OR - - — EXIST.CONSTRUCTION TO BE L. ¢o h < < RO PLANS. W ORNAMENTAL PATTERNS —_— _$s. UP 5'-11. I I I I 1 FIRST SURFAGE5,INOLUDING d `a SUCH THAT REMOVED t o�a V FLOOR WALLS TO STAIRS,RAMPS AND 4-INCH-DIAMETER SPHERE EXIST.CON5TRUGTION TO BE LANDIN65,THAT ARE RELOCATE EX.LIGHT FIXTURES CANNOT PASS THROLSM o z G J rwNrAW INICGWTY REMAIN-PATCH AND REPAIR TO OF THE SyE11R WALL LOCATED MORE THAN AT EVERY DOOR AS REAUIRFD- 6'-T'H.H. ANY OPEIING UP TO A z W sJ,otD D FROM E 5WIATION TO 50 INO-ES MEA5U M0 DE NEW L16H7 FIXTURE AT ——— .1.OF 54 INCHES.AS NEW CONDITION AS REQUIRED u c z x Tr I I LIQm.coNamoNs DRFYN AND .may-ON2 FLOOR IN N VERTICALLY TO THE ALL SW Q71RY DOORS ——— PER SGLnON 1015J OP W V B m= Z NOIED As IDasnN6 ARe ro ee DOUBLE ALL 1 NEW EXTERIOR WALLS _11%MED AT START CF �FROV S E S O FLOOR OR-BADE �a ___ NY5 RESIDENTIAL LODE I GON5TRUGTION-2"X b"WOOD TSI FROVI510N5 OF PLooR ELAN 95 I POINT ®� —J' ~ STUDS®16"O.G. PROVIDE R-21 I col!^iTwlcnON.AROHITEGT IS TO SECTION 5.4,429 .101515 UNDER SMOKE DETECTORS TO B as (�) sT NOTIFIED IMHFDIATELY PNY HF'M 2015. PARALLEL VIDID IN ALL BEDROOMS ti W g OISCIMPANCIES HORIZONTALLY TO'TtB m 1;9�11 F�UN-FACED BATT INSULATIONEXISTING PARTITIONS PER CODE. K CRAHLSPAGE mam, NSECT SG IH6 n AND 1/2"INTERIOR GYP.BD.(SEENFJYI pKITCHEN PROP.VINYLSPECIFICATION AND NOTES) ANDNG COLU4 AND FOOT NG BEAR ON V R61N HALL NOTBE NOTE•COORDINATE ALL FINISH ? WINDOW TO MATCHUNDIGONSIDERH7 AS A MATERIALS WI7N LLIEYIT FRIOR ; 1/2"EXTERIOR PLYWOOD it GUARD. TO CONSTRUCTION-FLOOR ' NOTE'WALLS EXISTINGtW T'S. SHEATHING,AIR INFILTRATIONFNlE (2)2'xD'HDRBARRIER AND SIDINS AStCEILING.WALLS,LTC. u t;;WHITE SELECTED BY OWNER. PROVIDE Pd�wSAW GUT EXISTING NOTE,ALL WINDOWS TO gION TO CREATE In J BE 400 SERIES I"RIGID INSULATION BOARDC�WSPACE R pR,spgpKOOOIRrHT WITH W E4. 5TR<=MXM SHALL BE VMF,9a INOW �! EXIST. EXIST. / x BEHIND SIDING. 2 OFIM.D,ALL DISCREPANCIESSYILLm O L-MIN.ID'x24•LIFAR -` ,�� L—J ®\ �t NEW INTERIOR WALLSpD ��PENIN6.MIN.(2)2x10 100%NIGH ———-—— 5F Z' ' II F1GR. EFFICIENCY LIGHTING ATTINf10N PPIEDIATIIY. COg DlRecnav VJl. n CONSTRUCTION-2°X 4°WOODaEwsnus cam.SPAN Arm m g-3I(GFL5 OR LE75) FR 2)l� 'LVLW GOLnTM To� 57UDS 0 16°O.G. 1/2'INTERIOR '° "z3t`�__ _____ _ AIR CHANGES PER L!Q'�PROVIDE ELECTRIC TO ^'� 4'5'- �QI GYP.BD. U„g ;T 't�3k10'LELMiBiBOAFDANOHOfiEDTOEP.OFIEXISTINGRM T HOUR ALL APPLIANCES TO 9'-O' Ib'-4'GH.'DLAA x 6-THROUGH BC. AND HITS°I'OL MUST EE ENER6ALL � ANUFALTURC SPECIFICATIONS m STRUCTURAL RIDGE 2 6 -L,y f _ E�,� F pg y P05T FROM EXISTING x ENCAS�TIT „: NEW POURED CONCRETE -PROJmE FLASHING BERRID LEDSM As REOUIR STAR CERTIFIED. DOM TO PROPOSED i . LEVd PLOO"AS REQIIRED O zz � I IO,QO P.COIY.FOONtL E O V NOTE, LEVEL GEILINOS AS REQUIRED L FLa�R W� r l °FA Y H� Q EXI5T.BEAM REOTION VJFA� O W/B WIRED SMOKE DETECTOR 7EGTOR gu", g IB W(21'4 R®AR W 2'x4- NEW DRAW.SPAG y PROVIDE(2)2'x10"HDR 8'-5'C.H. g$9 t^<�t!�- 13€� KEYWAY,MN.5W BELOW ABOVE ALL NEW WIN170W5 Nam_ YEYL FSLSH FLOOR < 6RnDE.(TYPIGAU c yo AND DOOR UNLESS DOUBLE ALL FLOOR•10IS75 / I EXIST. Q HARD WIRED GARHON MONOXIDE �,y �Y ❑ I6'MIN.HEIGHT 4' A75ISCCTFD �g O MRL 2'P.GONE.M1D� • = QIr-E QED, UNDER PARALLEL.PARTITIONS �• r DETECTOR W/BATTERY I B•'OURED GONG. SLAB OYHt SINE H NOTE:COLLAR TIES p H 4 BACK-UP MIN 12'A.F.F. n FOUYIDATION WALL POLYETIMEr1E « .tl ' I �VAP6C.R m ALL CAL.M S P HICAN6, d TO D PINE FI 15 WITH 4 n I k \OOVVE�R o IANI ELEGTRICN.,M6GHANIcAd-.FTC, WOOD SHE FINISH WITH ❑ tl _ a QYNEL FILL Ti.1•EN'FOIRDATION TO ` P C 1 'MAT IrTICVGRtl WRH la2-!WORK SHIPLAP EXIST. bk FQR,DALIMIW�Yf m MUSTINS FOUNDATION W 85%ABLE TiJRNAGE ro REfTOv1ED.r•CDIF1®. I I mI ej DENOTES EGRESS WINDOW s>4 REBAR O 24'OL. L REMOVED,ETC.AS REQUIRED To b N I W 1I EXISTING 15 SEER AG EOIII X YELL A5 RECi- VGRTIGN.;MINIMUM OP 2, 6TABLrH PROPBa•WORKINS POST FROM ABOVE SITTING ON REAM GQ�MgTE M,oy,Y.� 6ROVr FILL SOLID cRFwLSPACE MECHANICAL z COMITI VI321FY ALL I N —BEAM OR GIRDER AS NOTED ON PLAN frrPlcAU nNERNFiY STAR 0"mONS IN FID.D L--------------- ELECTRONIC TRAP LINE y� m In FAN WITH AN ,D s}d• f- r f' PRO-RAMMABLE TIMER To�Tp ANt:coWIiwAreA'Ym� xirls 2c so cxins �xiv15 I n I �s11"I. iH� COYBTRUGTION•VERMY IN FILED I EXISTING DOORS TO REMAIN ——NB4 RAISED POROH SLAG To —————— NOTEr HI6N °m . I ❑ MN 4'P.GONG.SLAB Wb'xb•- LA TD BE INSTALLED. 0/1O WVA1 ovER SMIL COMPACT I ALL YFJ.TIHG LIrVES,wac reRr, !{' I BEDROOMNEW DOOR-SIZE A5 NOTED ON POLYLTHYLDIS VAPOR DARR�t ETC.TO BE MODIFIED AS RBSUIRED m. _ 11'-II'C.A. - a OJHt e•cohwACTED-RnvEl. _ __- a NOTE, WINDOW FALL. To ALLOW FOR NEW CONSTFRGnON- _. {I_ - BEDROOM _ I PLAN-COORDINATE WITH OWNER PROTECTION TO BE ALL OWT WORK To IM IN5TALL ° B'-5•GH. • Q STYLE AND MANUFACTURER ~ PROVIDED AND MODIFIED AS Ti WFW TO a NBN D'TRETKFPowED ACCOM40DATE rraFNN p} 9 I 9Y>'YLi@Yli PRIOR TO ORDERING r a9 m 7 m u�i 0 m FOR ALL WINDOWS A5 PER 2ISTIN5 GJ.SPAY Arm z II Itj f.Hsi 12,E R;cH F I'ORG1 CONSTRUOTICN-va1FY E FIELD- P01MATION-TYPICAL R9123 WAC aomrm,TOR TO FILE - F p SEPARATE APPLICAnON ND PLAN DIRECTION VJ a ® 50 GFM FAN TO O O ❑ ❑ ❑ ❑ z En LAYOUT OF ALL WATIN-AM W W W W NOTE,FINAL ELECTRIC TO BB cKTH LO DUCTS AIm EOIIIPMENf �Op. gUO1y - EXTEWOR ALF I EXTERIOR DET111 IN FIND BY WITH LOCAL MUNICIPALITY AS n (V O LJct3CaED ELEGTRICAN REOUIRED FROP.(2U 2'aO' I PROP.(2U 2'%10' 4"X4"POST UNLESS n O O Q ry C 1WU 10'-0' CXWI$ Mir GXWIS LXWIS ® 0 O F d ;t R •it d OTHERWISE m T ry S\'1 d NOTED _ �•1 \ ry Q ❑ N II 71��I=17 FOUNDATION PLAN FIRST FLOOR PLAN 56ALE:1/4'=1'-0' SCALE:1/4"=I'-0° IT91 71zu) l)V- 7� .. .. ........... IA R C H I T F C T N, C. T D O'CONN ELL,AIA 1200 Veterans Memorial Highway , Suite 120 i i(1 1 8'x8' i.;.,........_ Hauppauge,NY 11788 JAcuzzl IP(631)650-6666 ....... 1 F(631)650-6667 _ J 8'-4" c. . I \/ I (516)65$ �32 . - - -� L\ `V, I/ `V1 .. .. ..........:...... ..... .. ... .. :........,... .. J ` GLA55 io BENCH ENCASEMENT . .. .a . . � 1 ........... R el_°,I�° ✓�`� NEW WOOD DECK . . . . ' 4'-0" HT. Lin ... co ;F ��*NE bI-A'f'f'IG...........'., GG ESS L LC6AT_LON 1 S P .0 1 E I I 1 m n `r CLOSET BEDROOM , UP 5R PANTRY I # &'-5" G.H. I I I z ........... . . . — Q -8" 2'-O" 13'-55j8E, N , 1 m O "' W/ GLA55 NEW FRENCH DOORS z O z ABO b'-10" W.H. 8'-O" W.H. IV lJl l I BATH 7'-O" H.H. 8'-0" W.H. O G.H. V ' v -� _20.00' po�� Fo NOTE: COLLAR TIES ; Q w o= m TO BE EXPOSED WITH 33 WOOD PINE FINISH WITH X z w 0 Q SHIPLAP V I I I 14.2 1 V NUt�QO1- O W LIVING ROOM I O I o FRAME - �z �4 � W V KITCHEN SHED I O wZ3 NOowo 2Q Q I 4 � 0M NOTE: COLLAR TIES I m � • Q I I � } z v F- TO BE EXPOSED WITH 0 0 N N o J~Q F?Z o WOOD PINE FINISH WITH SHIPLAP QO OO ( 3Qx6� =ry 1 I I 1 Z�>>wa°� �� ~ � �1Cu � m uNlwO�ro_� Qo>wFo ,Lov� FIREPLACE WALL TO BE v ( I I N~ o w ro w~ o NOTE: WALL5 NOTE: WALLS SHELY N6HITE ON BEFIT SIDE TO BE TO BE I 26.4 Z z s U w o _ $o o OF FIREPLACE. PAINTED :I I PAINTED m - ', "�;" % ::� LU ` �'z x p z W WHITE * WHITE 3 t; ( /'I, /:/; ( �. aQ� D �o T'I I WOOD X 1 wlhtt Nor�nra ro PleoPo� A�rNALT VMV54IAY UP 2R to \ Iu Iu w Q w veer , O Q Z �D I I COLUMN v \ exlsnNs :AL �ot� w 1 Q Q N o o r o O Ll V-O" W.H. cXWl5 P(oo5o cXWI=✓ 4Q.5' F�- 24'-O" �— 24.4 I STORY BRICK 46.39' $ FRAME RES. o 4 F I R5T FLOOR PLAN � � No. -TO - n 1 SCALE: 1/4" = I'-O" - I 22.4 o lU CONS. FROP051W UPROPOSM CONVMNON TO LIVIN9 SPACE O O W U I � — L_ _ _ _ _ _ _ _ _ _ _ _J NIQ°la'50T 120.00, w w w w w w p Ll L1 (] Ll L1 z PINE AVENUE o >s (V Q PLOT FLAN SCALE: 1" = 20'-O" } ZON I NO I NFOUP RM�hT l ON - < TOWN OF 5OUTHOLD t" j! SECTION: -M BLOCK: 5 LOT(5): 12.1 luz E. NE: R. REQUIRED EXI5TIN6 PROPOSED _. ZONE: LOT AREA 40p00 SQ.FT. 30,'f T72 SG-FT- NO CHANGELH A/ LU - I LOT WIDTH 150 FT. 120 FT. NO CHANGE LOT DEPTH 150 FT. 125 FT. NO CHANGE FRONT YARD (PINE) 50 FT. 54.1 FT. 54.05 FT. FRONT YARD (HICKORY) 50 FT. 4415 FT. 46.5-1 FT. _ .. � � REAR YARD 50 FT. 56.8 FT. 56.8 FT. O I SIDE YARD 15 FT. 9.4 FT. 9.9 FT. !-1 I LIVABLE FLOOR AREA 850 SOFT. 1348.8 SOFT. I'11'i.l SQ.FT. nn BUILDIN6 HEIGHT 55 FT. ## FT. NO GHAN&E LOT COVERAGE 20 % 6.5 % '1b 5K O < O� FO F I R5T FLOOR FLAN I� � z SCALE; I/4" = I'-O" . \ Q O 0 � O O W Z41 � � z V N Q z LU — m < 510 40 �O 12 .00 5-7 2 _ - 1c�DL) ©°CO3NNLL TODD O'CO NELL,AIIA APPROVED AS NOTED 1200 Veterans Memorial Highway suite 120 Hauppauge,NY11788 11 h _ DATE: •t--a B.P.# _ — — P(631}650-6666 BY: F(631}65Q-6667 to - - - - - - FEE: _ _ — NOTIFY BUILDING DEPARTMF ,IT A• —1 C{516}1658-Q325 o ® 765-1802 8 AM TO 4 PM FG r�,G o — 6.5 -� FOLLOWING INSPECTIONS 1 REQUIRED PROPOSED 410.57 vt`t ' s FOR POURED CONCRETE O NN SG.FT. �EC�<-.kN�IITFT- -I H 2. ROUGH - FRAMING & PLUMBING I R . _ I N p / O REPLACE EXISTING 3. INSULATIO - 4. FINAL - CONSTRUCTION MUSTBE COMPLETE :. • fJ R C.O. ALL CONSTRUCTION SHALL MEET T- (� '�� I REQUIREMENTS OF THE CODES OF N E"j YORK STATE. NOT RESPONSIBLE FOR O.2 DESIGN OR CONSTRUCTION ERRORS. rn kit 7C GOVPLY WITH AL CODES OFF EXISTING 245 AS REQUIRED AND CONDITIONS OF 24.1 NE'JV YORK STATE & TOWN CODES I z 3 50.FT. ENCLOSED 15.0 z N m PORCH TO BE - oo y z~ r CONVERTED TO `�� SOUTHOLD TOWN ZBA I LIVING SPACE I SOUTHOLD TOWN PLANNING BOARD N o o NjE a a # - PROPOSED N SOUTHOLD TOWN TRUSTEES INTERIOR 4� N.Y.S.DEC ,.,Z�z^zo o zo� J iJ ALTERATIONS o z V 1 z _ ZWUZ I 18.0 U► a��.,o�� `Z � HKHWV� l ' rn OCCUPANCY OR I LL CE IS UNLAWFUL �z�� 10.2 k v$THOUT CERTI -u II - F OCCUPANCY I IN �WK 4QoZ� luu PROPOSED 111 18 ®® � � -Q IM�� o50.FT. FRONT /� p a �x 3 w v - v V PORCH - - - - FM Y N - - - LIA � ��°nm°- 3: O N � C fl - - - TRUSS PLACARDING REQUIRED I <5 8 o I -n � Qoo Z o > w~Quiv 'uo LL _ t trtt IC� / — �_ — _ xVOxOJ uwin < O QO�JTp, ww��WQ� o FEp "a v '3 OF FOUND U/4T IL SURVEr ® — RETAIN STORM WATER RUNOFF h`ASeEE T/ONLOCATjO 0 N PURSUANT TO CHAPTER 236 NAPPROVS6 ® — OF THE TOWN CODE. O � I I - C--r'-;TIFICATION � "LEAD CONTENT BEFORE z ,, ,,.�r6 » -.� Y.• OF OCCUPANCY tu - 6 'DER USED IN WATER ��O 4O �JO JAI I2�J" •OO `>U."L'L�`SYSTEM CAV,1OT o EXCEED 2110 OF 1% LEAD. z H I C./<ORN"r AVENUE z z z z z O w tu w tu w p PLOT PLAN vOL1QLl0 z 50ALLE: 1" = 10'-0" N N N N O N QLa N N ZONINO INFORMATION- tu TONN OF SOUTHOLD v SECTION: 77 BLOCK: 5 LOT(S): 12.1 0 Z _ 5G . FT . FRONT F0RC,,., H 4I0 . 57 tu �Lul- ZONE: R-40 REOU I RED EX 15T I NO PROPOSED < �— 50 . FTo DEC:� < �� ITHHOT TUE3 TO v LOT AREA 40,000 SO.FT. 50,777.2 Sa.FT. NO GHANOE lu 1,Z REFL /'�ANC.,, E EX � ST � NO EXISTIN5 :245 LOT WIDTH 150 FT. 120 FT. NO GHANOE � ,�•� lu � LOT DEPTH 150 FT. 125 FT. NO GHANOE FRONT `rARD (PINE) 50 FT. 54.1 FT. 54.08 FT. Q O Z Q 50 . FT . ENC--,/-, L05ED TO f5E FRONT YARD HIGKO Uu Y- 6-� FORGH RY 50 FT. 4�f.5 F .( ) T 46.5� FT. q) REAR YARD 50 FT. 56.8 FT. 56.8 FT. O < O� BETTED TOL � \/ � NO � � $ ) �,- o 51 DE `YARD 15 FT. 1.1 f FT. Cf.cf FT. Ll\/AE3LE FLOOR AREA 850 50.FT. 1,548.8 SO.FT. 1717.1 SQ.FT. p/ M z FROFOSED � NTER � OR T T I BU I LD I NO HE I O HT 35 FT. ## FT. NO CHANGE v LOT GO\/ERADE 20 % 6.5 % 7.6 % tu Q o � ry o z • w � � O v < z p Q v mpyn r; ODE) 0'(,ONNCL!- 12 12 MATCH EXIST MAT CH t TOO D O'CONNE-LL,AIIA=X1c;T. ROOFING TO 1200 Veterans memorial Highway BE SELECTED Suite 120 Hauppauge,NY 1111788 SIDING TO BE P(631)650-6666 F(631)650-6667 C(516)658-0325 WINDOWS TO BE SELECTED FT171 PROPOSED FLYING CABLE KNDOV4 TRIM TO BE SELECTED_ A DOOR TO BE f SELECTED 'vj LJ STONE FINISH TO BE SELECTED_ zal: Sz 0 0 PW3: Illy FRONT ELEVATION 00>-- z W SCALE: 1/411 _011 00� # 0 In W 0 W Bit W 'z E'0,>- 0 >z- 5=Z)z g 4z( 0 . OW Z jr QLJ W'U %J 1313 13 §M PROVIDE ICE PROTECTION AS PER 2020 NYSR0 < WHICHCONSISTS OF AT LEAST NOTE: �D_ 2 LAYERS ALIGN ALL FASCIA < OF UNDERLAYMENT CEMENTED BOARDS. ALTER SOFFIT tu DEPTH AS REGUIRED T06ETHER OR tu A SELF-ADHERING POLYMER E-0 MODIFIED BITUMEN LU 0 . � N�Q tu ci SHEET TO EXTEND A FROM NOTE: k) EAVES EDGE TO A MIN. OF 24" INSIDE THE VENT ALL CONCEALED EXTERIOR WALL LINE ROOF SPACES OF THE STRUCTURE-ROOF LE55 oc .,111 LLU-111 t__ THAN 4.5:12 PITCH MUST ICE SHIELD ENTIRE ROOF Q Wing ROOF 5:12 OR STEEPER LL tu 0 ri-6 d REQUIRES MIN 5 FT. FROM EAVE tu < EDGE IJ _UVIKvwiup -1 gv fou)'3 LL PROPOSED FLYING GABLE z < ............................................. ASPHALT SHINGLES R16HT 51PE ELEVATION SCALE. 1/4" 1'-0" AS SELECTED CONCEALED OVER 15# BUILDING ALUMINUM F—FLASHiN6 AS FELT PAPER OVER REQUIRED-TY10. 1/21, Cox PLYWOOD SHEATHING- TYP. Z %3 z z z z z F. I f:ZID�_ . lip Pf�Ovlr E RI Q. z LU tu LU LU LU III z IFF-71 L F111 (14 vi ty QQ ("ll 'dN ry < d1 0 - — — — — -- - — — — — — — — — — — — > PROPOSED FLYING &ABI E NO FINISH MATERIAL UNDER LAYOVER ROOF lu REAR ELEVATION 0 Z 4x5#J-"IUM 6UrrER W SCALE: 1/4" 1'-0" 5x4 ALUMNIUM LEADER TO tu BE SELECTED BY OWNER LU ON I"WIFASCIA BOARD kq/VENTED 5OFFIT < — — — — — — — — — — — — — — — — — _ __ = — — — — — _ _ — — hj PROPOSED FLYING CABLE- JU Ul >z ROOF INO TO BE SELECTED < ROOF PLAN SCALE: 1/4" = 1'-0" . ❑ DINO TO BE F1 SISELECTED WINDOWS TO FF7 11 Ll BE SELECTED M z WINDOW TRIM TO CIL hi K %J A BE —LEC 5r TED II RAILING TO BE SELECTED LUP STONE FINISH TO NZ LEFT 51DE ELEVATION 5 SELECTED < z ILI SCALE: 1/4" 1'-0" -1 < d < WHEN NOT ALIGNED WITH RAFTER, CONNECT KING STUDS TO TOP PLATE, EX. HOUSE TRAP AND SEWER LINE SEE ROOF STRAPPING DETAIL WRAP tY4" 6AL5. 20 6A. COIL STRAP ASPHALT SHINOLE5 PROVIDE ICE PROTECTION TO REMAIN- MODIFY AS REQUIRED VER TOP OF TOP PLATE 4 NAIL 'I£ TO ACCOMMODATE NEW WAS SELECTED AS PER 2020 NYRBG USE SIMPSON Z-MAX OR HD6 CONNECTORS : -® OVER 15# BUILDING NOTE: PROVIDE SHEAR ALL HOLD DOWN WHICH CONSISTS OF AT ROOF FRAMING TO INCREASE CORROSION RESISTANCE " " `� , CONSTRUCTION- VERIFY IN FIELD FELT PAPER OVER BETWEEN FOUNDATION AND FIRST FLOOR LEAST 2 LAYERS « ' ''"v . OF UNDERLAYMENT FOR ALL HARDWARE IN CONNECTION 1/2" GDX PLYWOOD AS PER 2020 RCNYS W/AGQ LUMBER. C H , TrL SHEATHING- TYP. CEMENTED TOGETHER OR WALL STUDS m I6" O.G. SOLID BLOCKING AT MID- SPAN ASELF-ADHERING 117 AND AT THIRDS -EVERY BAY- POLYMER MODIFIED EXISTING AND NEW FLOOR BITUMEN TCPL►t3'C�tVtEI-, t SYSTEMS- COORDINATE WITH EXISTING FRAMING EXISTING FRAMING SHEET TO EXTEND A 1200Veterans Memorial Highway OWNER PROP05W 2'Xb FROM EAVES EDGE TO A R.R. a 16" O.G. MIN. OF 24" INSIDE THE 7 CRIPPLE Suite 120 EXTERIOR WALL LINE 'ry- STUDS DOUBLE TOP PLATE Hauppauge,NY 11788 PROP. (2) 1j"XI4:: OF THE STRUCTURE-ROOFLESS RELOCATE EX. —PROP. (2) 2"XIO" LVL W/COLUMN ` ' MUST THAN SHIELD PITCH MUST ICE SHIELD ENTIRE P{631�65Q-6666 5MROUND TO BE' z F(631)650-6667 LIGHT FIXTURES AT " NEW EXTERIOR WALLS GONSTRUGTION SELECTED ROOF PROP. (2) I X9 ROOF 6:12 OR STEEPER C(516)658-0325 EVERY DOOR AS -2^ x 4^ WooD STUDS• Ib"o.c. REQUIRED- LVL ENCAPSULATED PROVIDE R-I5 HD UN-FADED BATT REOUIRE5 MIN 5 FT. FROM BOTTOM PLA PROVIDE NEW LIGHT INSULATION AND 1/2" INTERIOR GYP.BD. EAVE EDGE Z ---HEAVER RIM J015T (SEE SPECIFICATION AND NOTES) AND KITCHEN FIXTURE AT ALL 1/2"EXTERIOR PLYWOOD SHEATHING, NEW ENTRY DOORS V AIR INFILTRATION BARRIER AND 51DINSAS N BY 5HOINNITEGT REVIEW ON ELEVATIONS APPROVEDu ALL HEATING LINES, _.._ PROVIDE I"RI61D INSULATION BOARD DUCK WORK, ETC. TO BE am ' PROP' BEHIND 51DIN6. MODIFIED AS REQUIRED JACK EXT. STUD II HALF TO ALLOW FOR NEW WALL NEW %,, PLYWOOD SUB- FLOOR WITH NEW CONSTRUCTION- ALL FULL LENGTH II FINISH FLOOR AS SELECTED DUCT WORK TO BE NJ , EXI5TIN6 FRAMING INSTALL AND MODIFIED WALL STUDS SUB FLOOR ALLLL€STRAPPIIN6 TO BE 2"xl0" F.J.olb"O.G.` R-50 BATT INSULATION FRAMED OPENING FOR NEW r " z BLOCK AT MID-SPAN z AS REQUIRED TO WINDOW OR EXTERIOR DOOR FLOOR J015T INSTALLED AS PER MANUFACTURES O O SPECIFICATIONS AND NY5 CODE ``r ACCOMMODATE NEW SILL PLA r Q Q CONSTRUCTION- VERIFY TERMITE SHIE 16 6a. STRAP TIES MANUFACTURED / NEW CRAWL SPACE IN FIELD- HVAG COMPACT 15" MIN. HEIGHT BY No. GSIb OR - IPPROVED EQUIVALENT. c�' • BAGKFILL FOUNDATION WALLSIMPSON CONTRACTOR TO FILE IL SEPARATE APPLICATION STRAP TO HAVE MIN. 12" BEARING ON THE STUD AND PLAN LAYOUT OF AND WRAP UNDER SILL PLATE AT FOUNDATION. CONC:: POURED NEW 2"AO" 6ER BOARD ALL HEATING AND II NEW 12 TRENCH POURED ANCHORED TO EACH EXISTING COOLING DUCTS AND FOUNDATION "x3" 2" STL. BEARING PLATE MANUFACTURED X BY SIMP50N STRONG-TIE CONNECTORS MODEL No. 0 3 GONGRET'E RAISED PORCH RIM JOIST W/ I/2" DIAM. x 6" � of EQUIPMENT WITH LOCAL FOUNDATION- TYPICAL WALL THROUGH BOLTS AND LBP51's OR APPROVED EQUIVALENT �g W= m WASHERS AND NUTS m I6" O.G- MUNICIPALITY AS S z H rn STA66ERED NEW RAISEDPORCH REQUIRED IGAL s/a'xl2" HOOKED ANCHOR BOLT Z W W r - a 3-O O.G. NOTE: COORDINATE SLAB TO BE MIN. 4" P. 1Ox20 GONG. -PROVIDE FLA5HING BEHIND " 'V =W J J ,: :: _ LEDGER AS REQUIRED SECTION AJ104 ENERGY EFFICIENCY � IT - W/T' MIN. EMBEDMENT INTO CONCRETE (n� ALL FINISH GONG. SLAB W/6 X6 FOOTING <�� MATERIALS WITH 10/10 WWM OVER 5MIL W/(2) #4 REBAR MIN. 2" P. GONG. MUD NOTE: G O < # ALTERATIONS RENOVATIONS - WITHIN b-12" OF EACH END OF PLATE y W�w� 0 3 CLIENT PRIOR TO POLYETHYLENE VAPOR W/2"x4" SLAB OVER 5MIL ALL EXISTING PLUMBING, ELECTRICAL, UPLIFT CONNECTION I5 REQUIRED J W W 1-- REPAIRS TO ROOF/CEILING, I I I I 1—In^Z o o >- BARRIER OVER 6 KEYWAY;MIN. POLYETHYLENE MECHANICAL ETC. THAT INTERFERES WITH ty AT EACH END OF THE HEADER AND AT ->-•rt Z z CONSTRUCTION- WALL OR FLOOR CAVITIES WHICH NO UPLIFT G NECTOR5 Z FLOOR, GEILIN - COMPACTED &RAVEL 56" BELOW VAPOR BARRIER NEW WORK TO BE REROUTED, MODIFIED, FOUNDATION STRAFF I NO DETAIL _ WALLS, ETC. FILL. GRADE. OVER b COMPACTED REMOVED ETC. A5 REQUIRED TO ESTABLISH ARE INSULATED TO I REQUIRED �HI5 AREA I I I BOTTOM OF HEADER STUDS IN ADDITION o W a _ l (TYPICAL) GRAVEL FILL. FULL DEPTH WITH INSULATION II TO CONNECTORS AT WALL STUDS AND z W z W z PROPER WORKING CONDITION- VERIFY ALL HAVING A MINIMAL NOMINAL AT TOP AND BOTTOM OF CRIPPLES. SCALE: 3/4E" = I'-O" ~U W 1=1'' �4.�WC)�a'H Z CONDITIONS IN FIELD VALUE OF R-3.0 /INCH. I I I I I I I r1 Z SECTION A SCALE: 1/4 I O 6 6a. STRAP TIES MANUFACTURED a s TYPICAL 2x6/2x4 w O F u o 0 COLLAR TIE BY SIMPSON STRONG-TIE CONNECTORS USE SIMPSON Z-MAX OR HD6 CONNECTORS �R HURRICANE ANCHORS MANUFACTURED BY MODEL No. 0516 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE U5P CONNECTORS MODEL No. TMU26 TMU210 TYPICAL 2xIO/2XD STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION OR APPROVED EQUIVALENT AT EVERY O O o RAFTER AND WRAP UNDER SILL PLATE AT FOUNDATION. W/ ACQ LUMBER. '�~ 3 Q a w RAFTER TO RIDGE CONNECTION WHEN '~ w o= [A RAFTERS DO NOT AL 16N z u z O*�w► N low/2X& UPLIFT CONNECTOR DETAIL HURRICANE ANCHORS MANUFACTURED BY RUH�5wZMR uUSP CONNECTORS MODEL No. ST22 Q- _ No W Q "� SCALE: 3/4" = I'-O" OOF RAFTERS 1Y' T to w° ' = O ��Qm1 Zom� V I- 2x12 RID6E I MIN. EDGE OR APPROVED EQUIVALENT AT EVERY DIFFERENGE RAFTER TO RIDGE CONNECTION REVERSE&AeLES OVER WHEN RAFTERS AL16N O V��9 Q*w*o EXISTING FRAMING p F A Q V F X O WITH DIFFERENT SIZE a W w p~Uj 7 0$ 0 m 29MA a� PLAN zzU < F V FRAMING-SEE ROOF RID y F � 4• :...M1:: : CONNECTION OF MULTIPLE 5/8"OxIV STEEL ANCHOR o o> BOLTS AT 3'-0" O.G. MAX. PIECES OF TOP-LOADED BEAMS N�Lu U-9m o } MIN EMBEDMENT OF 7" 3 } ' X o M 1 /4�� Width Pieces: o Z07 z SEE PLA ® Minimum of 2 rows 16d (3Y2") nails at 12 o.c.Q< ® Minimum of 3 rows 16d (3Y2") nails at 12 O.C. } Id for 14 and deeper beams ® Nailed connections require an additional row of RIDOE STRAFFINO DETAIL 6AELE END STiA .° ,. nails Men nail size is smaller than specified above (minimum 0.131 " x 3.25") SCALE: 3/4" = 1'-0" '°'2"°LADDER 3%2" Width Pieces: w Trruss X �� HURRICANE TIES MANUFACTURED BY v e Minimum of 2 rows � bolts a t SIMPSON STRONG-TIE CONNECTORS MODEL Q ANOHOR BOLT DETAIL No. H2.5 OR APPROVED EQUIVALENT AT EVERY (] 2xe/2x10 FLYING 24" o.c• staggered RAFTER TO BEAM CONNECTION BOTH SIDE RAFTER 50ALE: 5/4" = 1'-0" O F- DOUBLE PLATE r � In tt m Additional nailing or bolting may be z 0 0 Ui �i U ROOF PETA I L required with side-loaded multiple member ° oQ000 ° SCALE: 5/4" = 1'-O" beams. Refer to current product literature. ROOF RAFTE O 0 O O N 0 La POST GAP MANUFACTURED BY SIMPSON STRONG-TIE COLUMN GAP MODEL No. 004.62-530- SHIM AS REQUIRED- BOLT THROUGH STEEL } HURRICANE ANCHORS MANUFACTURED BY OR APPROVED EQUIVALENT INSTALLED W 51MP50N 5TRON6-TIE CONNECTORS MODEL No. H2.5A AS PER MANUFACTURES SPECIFICATIONS (Y OR APPROVED EQUIVALENT AT EVERY RAFTER TO PLATE CONNECTION BOTH SIDES WHEN -RAFTERS DO NOT ALIGN WITH STUDS NEW FLITCH PLATE BEAM- SEE FLOOR PLA rr nn ul VI DECORATIVE COLUMN COVER 51MP50N STRONG-TIE CONNECTOR ABLE END STUD O l L. #H'IZ TO BE USED WHEN bxb ACQ GOLU t1 ' RAFTER ALIGNS WITH STUD _ COLUMN BAS J)ly USE A MINIMUM OF TWO 5d /�.°. , ABLE END STUD Z NAILS TH15 51DE WITH A STRAP TIES MAN;1FACTURED BY SIMPSON TOTAL OF FOUR INTO RAFTE I ° sTRowe-TIE C°NNECTORS MODEL W.sna t lu I ° O APPROVED EMIVALENr TO EXTEND MIN. U ROOF RAFTE �`� �\ 2X 15R.AV,111,115i (� ° DOUBLE TOP PLA 1 I I V b ate-. I I I I OZO STUD PLATE TIES MANUFACTURED BY 51MP50N ° ° -� STRONG-TIE CONNECTORS MODEL No. RSP4 ° ° NEW P. CONC. SL I lu 3: I OR APPROVED EQUIVALENT AT EVERY STUD ° TO PLATE CONNECTION WHEN RAFTERS DO NOT CEILING,alsr�Ib•OZ. �m BYslCONNECTOR a ALIGN WITH STUD I�° °L�J SMODEL No.LTP4 APPROVED O r O I EQUIVALENT INSTALLED AS v f n oMANUFACTURERS SPECIFICATIONS COLUMN BASE MANUFACTURED BY c V 1 STUDS 0 1611 O.C.j 0SIMPSON STRONG-TIE MODEL (0 STUDS ® I6" O.G. ° No. O PER MANUFACTURERS B66-SD52 INSTALLEDv d CnY 1' ' z ° GABLE HALL END CONIEGTOR SPECIFICATIONS OR APPROVED il_ i.0 MANUFACTURED eY SIMPSON o EQUIVALENT STRONG-TIE CONNECTORS 0 ° TWO 6d NAILS EMWALLEENTrINSTALA LL°VED AS 6ABLg y�AU END CONNECTOR PLATES MANUFACTURERS SPED FICATI MAHrACTURED BY SIMPSON HALL STUDS NEW P. GONG. FOUNDATION WALL C Q 5TRONS-TIE ON NWTO" 2X HALL PLA MODEL No.LSTAI&EMIYALIENT APPROVED IY) W I&HT 5d NAILS MANUFACTURERS SPECIFICATIONS TO EXTEI D t O [Q INTO STUDS MIN.WIDOW STUD AND I2"ACROSS JOIST 1 *t FORTI OO DETAIL � " z ROOF STRAFF I NO DETAIL OABLE END NALL PETA I L ►;a " � Z . SCALE: I" = I'-O'" v \ .. w � SCALE: 5/4" = 1'-0" SCALE: 5/4" = I'-O" 0 N La TABLE R602.5(5) SIZE, HEIGHT AND 5PAC I NG OF WOOD 5TUD5 TABLE R602.5(I) TABLE R602.5(I) a 7 FASTENING SCHEDULE FA5TENINO SCHEDULE CONTINUED BEARING WALL5 NON-BEARING WALLS NUMBER AND TYPE NUMBER AND TYPE 5PACING OF FASTENERS I I DESCRIPTION OF BUILDING ELEMENTS OF FASTENER abc 5PAGIN6 AND LOCATION I DESCRIPTION OF BUILDING ELEMENTS OF FASTENER "bc INTERMEDIATE MAXIMUM SPACING MAXIMUM SPACING WHEN MAXIMUM SPACING WHEN ; A ---- )K"' ROOF (NDCHESEOES) SUPPORTS STUD SIZE LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, SUPPORTING TWO FLOORS, MAXIMUM SPACING WHEN LATERALLY LATERALLY �. ;.yam , e (INCHES) 5UPPORTINO TWO UNSUPPORTED UNSUPPORTED u 4-5d BOX(2�"XO.113")OR WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL 5HEATHIN6 TO FRAMING AND PARTICLE BOARD HALL (INCHES) UNSUPPORTED STUD ROOF-CEILING A55EMBLY PLUS A ROOF-CEILINO PLUS A ROOF-CEILING T 0 D Lf O'C 0 N N L t g SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT A ;r. N i r r. P. c. BLOCKING BETWEEN GEII_ING JOISTS OR RAFTERS $-5d COMMON(2)�°x0131°);OR HEIGHT (FEET) OR A HABITABLE ATTIC A55EMBLY OR A HABITABLE A55EMBLY OR A HABITABLE HEIGHT (INCHES) (FEET) (FEET) I TOE NAIL SHEATHING TO f�AMIN6[SEE TABLE R602.3(3)FOR WOOD STRUCTURAL PANEL EXTERIOR HALL SHEATHING TO WALL f92AMIN&] g g g �I� TO TOP PLATE 3-10d BOX(2Y2"XO.128");OR ASSEMBLY, ONLY (INCHES) ATTIC A55EMBLY (INCHES) ATTIC A55EMBLY (INCHES) 3-3"X0.181"NAILS 50 5/D"-yZ" bd COMMON(2"X0.113")NAIL(5U5FLOOR,WALL) 6 12f 5d COMMON(2 Y2"XO.131"9NAIL(ROOF) .i OD O'CONN LLB AIA 45d BOX(2 J"X0.1139 OR - 6 12f 2 GEILIN6 JOISTS TO TOP PLATE 3-8d COMMON V(2 Y2"XO.131");OR PER JOIST,TOE NAIL 31 i962" I" 5d COMMON NAIL(2 Y2"X0.131") 1200 Veterans Memorial Highway 3-IOd BOX(2 r111X0.12519;OR Suite 120 3-3"XO.131"NAILS 82 1 Ya"- 1 Ya" IDd COMMON(3"XO.148") NAIL;OR 6 12 Hauppauge,NY 11788 5d (2 Y2"XO.131")DEFORMED NAIL CEILING J015T NOT ATTACHED TO PARALLEL RAFTER, 4-I0d BOX(3"X0.113")OR OTHER HALL SHEATHING 3 LAPS OVER PARTITIONS[see Sections Re,02.3.1 ,Ra02.5.2 3-I6d COMMON(S Y2"X0.162");OR I ' GALVANIZED ROOFING NAIL, a HEAD � �}� �- �� and Table R502.5.1 (901 43"XO.I31"NAILS FACE NAIL 33 I Y2"STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I"GROWN STAPLE Ib ga., 3 6 F(631)650-6667 SHEATHING I Y"LONG I a'GALVANIZED ROOFING NAIL, y HEAD C(516) 58-0325 GEILIN6 JOIST ATTACHED TO PARALLEL RAFTER 34 �/32" STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I"GROWN STAPLE Ib ga., 3 b 4 (HEEL JOINT), TABLE R502.5.1(9) SHEATHING I Y"LONG 2X a 4 IO 24 Iba [sea Sections R502.3.1 ,R .5 602.3.2 and Table R502 .1 (9)] FACE NAIL I Y2" GALVANIZED ROOFING NAIL;STAPLE 24 10 Ib H' 35 )�"GYPSUM 5HEATHIN5d GALVANIZED,I Y2"LONG;1 Y4"SGREH5, i � 2X6 IO 24 24 I6 24 20 24 i, .- TYPE W OR S =`•ma`s«1;'.€aa��.,twz€4'.ri�>,µ qlq�.,>... 4"10d BOX(3"xO.I25')OR , FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.8mm COLLAR TIE TO RAFTER,FACE NAIL OR I Ya"X 20ga. 3-10d COMMON(3 Y2"XO.145");OR d I /a"GALVANIZED ROOFING NAIL;5TAPLE 5 RIDGE STRAP TO RAFTER 4-3"XO.131" NAILS FACE NAIL EACH RAFTER 36 5/a°GYPSUM SHEATHING GALVANIZED,I s/a"sCREws,TYPE W OR 5 a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE SIDE OR BRIM51NO SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED WOOD STRUCTRUAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 3-I6d BOX NAILS(3�"XO.135")OR 2 TOE NAILS ON ONE SIDE 6d DEFORMED(2"X0.120")NAIL;OR WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION R602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERINO PRACTICE. " ' , RAFTER OR ROOF TRUSS TO PLATE 3-IOd COMMON NAILS(3"X0.145");OR AND I TOE NAIL ON OPPOSITE 37 /a"AND LE55 5d COMMON(2 Y2XO.1317 NAIL 6 2 b. SHALL NOT BE USED IN EXTERIOR WALLS 6 4-IOd BOX(3"XO.12e");OR SIDE OF EACH RAFTER OR c. A HABITABLE ATTIC A55EMBLY SUPPORTED BY 2X4 STUDS IS LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO TRU55 5d COMMON(2"XO.131")NAIL;OR - 43"xo.131" NAILS I 55 Ye"- I" b 12 2X6 OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 86 DEFORMED(2 Y2"X0.120")NAIL I i 416d(3 I'XO.135")OR IDd COMMON(3"XO.145")NAIL;OR --' 3-IOd COMMON(3"XO.145");OR TOE NAIL 39 I Yo" - I Ya" 5d DEFORMED(2 Y2"Xo.120")NAIL 6 12 TABLE R602.10.4- BRAG I NO METHODS r ➢ , ?" 4-I0d BOX(3"XO.125");OR ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR 4-3"X0.131"NAILS FOR 51: I Inch = 25.4 mm, I foot = 304.5 mm, I MILE PER HOUR = 0.44"7 m/s;I ksl = 6.595 MPa CONNECTION CRITERIA ROOF RAFTERS TO MINIMUM 2"RIDGE BEAM 3-I6d BOX(3� METHODS, MATERIAL MINIMUM THIGKESS FIGURE FASTENERS SPACING "XO.135")OR a.NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FRAMING AND SHEATHIN6 2-I6d COMMON(3Y2"XO.162");OR TOE NAIL CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENOTH5 AS SHOWN: 50 KSI FOR SHANK DIAMETER OF 0.192 INCH(20d R301.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN 3-I0d BOX(3"X0.12W);OR COMMON NAIL),90 KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.171 INCH,AND 100 KSI FOR SHANK EXTERIOR SHEATHING PER WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM NINDBORNE DEBRIS.3-3'X0.131"NAILS DIAMETERS OF 0.142 INCH OR LE55. TABLE R602.3(3) b"EDGES 12"FIELD GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE I6d COMMON(3 Y2"X0.162") 24"O.G.FACE NAIL c. WALL b.STAPLES ARE Ib 6A6E WIRE AND HAVE A MINIMUM-1/I6-INCH ON DIAMETER GROWN WIDTH. CS-HS 3 REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E Ic1016 AND ASTM E l aab AS z 3 NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE 5PAN5 ARE 48 INCHES OR GREATER. CONTINUOUSLY SHEATHED �8 In d.FOUR-FOOT BY 5-FOOT OR 4-FOOT BY 9-FOOT PANELS SHALL BE APPLIED VERTICALLY. HOOD STRUCTURAL PANEL MODIFIED IN SECTION 501.2.1.2.1. GARAOE DOOR GLAZED OPENING PROTECTION FOR g H 5 STUD TO STUD(NOT AT BRACED WALL PANELS) e.SPAGIN6 OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE Rbo2.3(2). INTERIOR SHEATHING PER VARIES BY FASTENER F= W= In IOd (3"X0.125");OR TABLE Rb02.5(1)or Rb02.5(2) WINDBORNE DEBRIS SHALL MEET THE REOUIREMENT5 OF AN IMPACT-RESISTING g z y y�- 3"XO.131")NAILS 16"O.G.FACE NAIL f.WHERE THE ULTIMATE DESIGN WIND SPEED 15 150 MPH OR LESS,NAILS FOR ATTACHING,HOOD STRUCTURAL PANEL ROOF 5HEATHIN6 TO GABLE END HALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER.HHERE THE ULTIMATE DE516N WIND SPEED 15 GREATER THAN 150 MPH, STANDARD OR ANSI/DA5MA 115. (SEE TABLE BELOW) _O o z- W >r _ Ibd BOX(3 Y2"X0.13519;OR 12"O.G.FACE NAIL DISTANCE E FROM RLS FOR IID6E5 EAVEIN6 PANEL SOAND&ABLE END HALLS;OF SHEATHIN6 TO rAND 4 INCHES DIATE OON CENTER TRTS SHALL BO GABLE END E BE SPACED&HALL FRA INCHES MNyGENTER FOR MINIMUM 45 INCH EXCEPTION: a=W=J N 9 CORNERS AT TO DBRAG D V AND TJALL PANELS)T INTERSEGTIN6 WALL 3"X0.131"NAILS 6YPSUM SHEATHIN6 SHALL CONFORM TO ASTM G 1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH&A 255.FIBERBOARD SHEATHING UJ be T <M W N X � O SHALL CONFORM TO ASTM G 205. CS-6 WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LE55 THAN r(b INCH AND A a o to a # Ibd COMMON(3Y2"X0.162") 16" O.G.FACE NAIL CONTINUOUSLY SHEATHED SPAN OF NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. 0 W W W G 3 h.5PAGIN6 OF FASTENERS ON FLOOR SHEATHIN6 ED&ES APPLIES TO PANEL EDOE5 SUPPORTED BY FRAMING MEMBERS AND REQUIRED 3 ii SEE METHOD CS-HSP SEE METHOD C5-W5P W W� Ibd COMMON(3 Y2"Xo.162") Ib"D.G.EACH EDGE FACE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY.SPACING of FASTENERS ON ROOF SHEATHING PANEL ED6E5 APPLIES TO PANEL ED6E5 0 HOOD 5TRUCTURAL PANEL �8 PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING 5URROUNDINO THE �-w�z o o y_ v 10 SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKIN6.BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO Z ADJACENT IN GARAGE -z^ Z z MILT-UP HEADER(2"TO 2"HEADER WITH Ys"SPACER) Ibd BOX(3 Ys"X0.135") 12"O.G.EACH EDGE FACE NAIL THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE.FLOOR PERIMETER SHALL BE F OPENINGS OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE z o c�a -1 SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. Q PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED z W zo W z 5-5d BOX(2)�"XO.113");OR I WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL GEILIN6 JOIST IN ACCORDANCE WITH TH15 SCHEDULE ,PROVIDE TWO TOE NAILS 111 WITH THE ATTACHMENT HARDWARE PROVIDED. ATTAGHMENT5 SHALL BE DESIGNED TO z�- vi z U= 45d COMMON(2 Y2"X0.131");OR ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE GEILIN6 JOIST TO TOP PLATE IN ACCORDANCE WITH THI5 SCHEDULE.THE TOE NAIL ON Ir a H W U X II CONTINUOUS HEADER TO STUD TOE NAIL RESIST THE GOMPONET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH a W 410d BOX(3"X0.125" THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REQUIRED. Z Ul EITHER TABLE R301.2(2) OR ASGE 7, WITH THE PERMANENT CORROSION-RESISTANT Ibd COMMON(5Y2"XO.162") 16" O.G.FACE NAIL SEE SECTION R602.I0.6.4 SEE SECTION R602.10.6.4 ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE CONTINUOUSLY SHEATHED /16 F 12 TOP PLATE TO TOP PLATE Ioa Box(3"xo.125");oR TABLE Ra02.I 1 RAFTER OR TRUSS UPLIFT CONNECTION FORGES z PORTAL FRAME BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR Q 10 o 3"XO.181")NAILS 12"O.G.FACE NAIL Q�.c.d e.f a h Z BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LE55 WHERE THE ULTIMATE Q z Fa FROM WIND (ASD) (POUNDS PER CONNECTION) DESIGN WIND SPEED, 15 IaO MPH OR LESS. w o MUM, 0 5-I6d COMMON(3 J"XO.162");OR EXPOSURE B V Q�m 0�_��,V 12-I6d BOX(3 Y2"X0.135");OR I Y2" long X 0.12 dia. a w DOUBLE TOP PLATE SPLICE FOR SDC's A-D WITH SEISMIC (for Y2"thick sheathing) TABLE R301.2.1.2: WINDBORNE DEBRIS PROTECTION FASTENING o�ro� �� BRACED WALL LINE 5PAGIN6<25' 2 12-IOd BOX(3"X0.128");OR FACE NAIL ON EACH SIDE OF ULTIMATE DESIGN WIND SPEED Vult (m h) I, ° 25 ° s : " 12-3"XO.I31"NAILS END JOINT(MINIMUM 24"LAP p d 12 or �32 for I /a long X 0.12 dia. Q GS-SFB ;; (for 2s�(2"thick sheathing) 3"EDGES 6"FIELD SCHEDULE FOR WOOD STRUCTURAL PANELS N w SPLICE LENGTH EACH SIDE OF RAFTER OR ROOF SPAN 150 Mph 140 m h CONTINUOUSLY SHEATHED maximut'i'1 16 � � F w o (� 13 END JOINT) p p galvanized roofing nulls or 5 common v z w N TRU55 SPAGIN6 (FEET) STRUCTURAL FIBERBOARD (2 Y2" Ion X 0.131"dia)Halls FASTENER SPAiGING d Z N DOUBLE TOP PLATE SPLICE 5DG's DD,DI,OR D2;AND Stud S aG In 9 i-R_IL F Q 12-I6d(3 Y2"X0.135") ROOF PITCH ROOF PITCH p g FASTENER TYPE 4 FOOT 6 FOOT ink)i ��N tu O BRACED WALL LINE SPACING>25' PANEL SPAN < PANEL SPAN < PANEL SPAN IN �X Q q P o Q o W v <5:12 >5:12 <5:12 >5:12 z w I6d COMMON(3 Y2"X0.162") 16"O.G. FACE NAIL 12 c15 88 122 115 FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.5mm, I degree = 0.0175 rod, I pound per square foot=47.5 N/m•,-I mile per hour = 0.447 m/s. <4 FOOT <_6 FOOT < 5 FOOT W V 3��N�O w' O BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR 15 122 112 157 146 W } �' Q 14 M= V P 14 Ibd SOX(3Y2"X0.135");OR a. Adhesive attachment of Hall sheathing including Method GB, shall not be permitted in Seismic Design Categories G, Do, D1 and D2 NO. 8 WOOD SCREW o P id y p o z ~Q BLOCKING MOT AT BRACED WALL PANELS) 12" O.G.FACE NAIL 24 1401 15-i Io12 178 z-Q 3"xo.131") NAILS 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 �' Q p 28 167 153 216 200 BASED ANCHOR WITH 2 I6 10 8 �►- NQ o 3-I6d BOX(3 Y2"XO.135");OR 3 EACH 16"O.G.FACE NAIL 52 185 170 240 222 Of the garage. In Seismic Design Categories Do, D1, and D2 roof covering dead load shall not exceed 3 psf. Q� 15 BOTTOM PLATE TO JOINT,RIM JOIST,BAND J0157 OR 2-I6d COMMON(3Y2"XO.162");OR 2 EACH 16"O.G.FACE NAIL 36 203 1 ab 264 244 g openings p p INCH EMBEDMENT LENGTH 9 o o ro c. Cara e o enin sad "cent to a Method GS-G panel shall be provided with a header In accordance with Table R602.5 (I). A full � BLOCKING(AT BRACED WALL PANELS) 43"X0.131"NAILS 4 EACH 16"O.G.FACE NAIL 42 250 211 500 275 height clear opening shall not be permitted to a Method GS-O panel. NO. 10 WOOD SCREW N Q m t 45 258 236 336 511 d. Method GS-5FB does not apply In Seismic Design Categories Do, DI , D2. Q N o o z 4-5d BOX(2 "xo.113");OR BASED ANCHOR WITH 2 16 12 Cl "- w o °-�� x 3-I6d BOX(3 Y2"XO.I35");OR 12 126 I17 162 150 e. Method applies to detached one and two-family dwellings In Selsmic Design Categories DOthrough D2only. E�w m w x iz INCH EMBEDMENT LENGTH o 45d COMMON(2 Y2"X0.131");OR TOE NAIL 18 162 1401 20q 1014 �U ��V �N � 41oa Box(3"xo.125");OR 24 IciB 182 255 237 y4 INCH LAG SCREW o m O r0�� Ib TOP OR BOTTOM PLATE TO STUD 4-3"X 0.131 NAILS „ 28 222 203 287 266 w V N i1 16 O.G. 52 246 226 51a1 295 TABLE R602.10.5 �' o Q o 3-I6d BOX(3�'%O.155"9;OR BASED ANCHOR WITH 2 16 16 16 z �Epz M 2-I6d COMMON(3Y2"XO.162'7;OR END NAIL 36 270 247 551 525 MINIMUM LENGTH OF BRACED WALL PANELS INCH EMBEDMENT LENGTH =k m�K $o° z 3-10d BOX(5"XO.125");OR 42 306 2al 3QQ 370 UU 3-3"XO.131"NAILS MINIMUM LENGTH 0 Q= Q 48 343 314 447 414 r'>1=THOD (INCHES) 3-lOd BOX(3"Xo.125");OR CONTRIBUTING tutu �w i��w v o 2-Ibd COMMON(3 Y2"X0.162");OR EXPOSURE G AD,I.AGENT CLEAR HALL HEIGHT LENGTH a. THIS TABLE 15 BASED ON 180 MPH ULTI MATE Q Q m O a O U Q I-i TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS Or''.3IIN6 HEIGHT (INCHE 3-3"X0.131"NAILS FACE NAIL 5 FEET a FEET 10 FEET II FEET 12 FEET DESIGN WIND SPEED AND A 33 FOOT MEAN ROOF ULTIMATE DESIGN WIND SPEED Vult (mph) (INCHES) HEIGHT. S) S-e'd BOX(2 "X0.113"),OR RAFTER OR ROOF SPAN GS-H5P <64 24 71 30 33 36 ACTUAL 2-5d COMMON(2Y2"Xo.131");OR 130 mph 140 mph b. FASTENERS SHALL BE INSTALLED AT OPPOSING 15 1" BRACE TO EACH STUD AND PLATE FACE NAIL TRUSS SPAGIN6 (FEET) ENDS OF THE WOOD STRUCTURAL PANEL. ~ ~ ~ ~ ~ ~ m 2-IOd BOX(3"xo.125");OR ROOF PITCH ROOF PITCH 2 STAPLES 1 e/a" FASTENERS SHALL BE LOCATED NOT LESS THAN 3-5d COMMON 2 '(2)1" ";oR <5:12 >5:12 <5:12 >5:12 INCH FROM THE EDGE OF THE PANEL. 2-5d COMMON(2)�"X0.131");OR 12 I61 151 1 c18 186 19 I"X b"SHEATHING TO EACH SEARING 2-I0d BOX(3"XO.128");OR FACE NAIL TABLE R50-1.2 C. ANCHORS SHALL PENETRATE THROUGH THE 2 STAPLES,1"GROWN, IbOR,l s/a°LONG IS 256 5 21'7 242 DECK LEDGER CONNECTION TO BAND J0I5Tab EXTERIOR WALL COVERING WITH AN EMBEDMENT 3-5d SOX(2 "X0.113");OR 2Q- 256 230i 317 20I8 28 28a 26a 555 555 (DECK LIVE LOAD=40 PSF, DECK DEAD LOAD=IO PSF, SNOW LOAD < 40 PSF LENGTH OF NOT LESS THAN 2 INCHES INTO THE 3-lod BOX(3"X0.125');OR 3- COMMON(2Yz"xo.131");OR I2 O.C. 32 521 2aa 3a8 375 - BUILDING FRAME. FASTENERS SHALL BE LOCATED 3 STAPLES, I"GROWN, Ib a.,l %"LONG 36 555 520I 438 411 JOIST SPAN z g CONNECTION DETAILS NOT LESS THAN 2 Y2 INCHES FROM THE EDGE OF THE 20 I" X 5"AND WIDER SHEATHING TO EACH BEARING 42 402 375 4aq 465 6'AND LESS V 1" TD 5' VI"TO l0' lo'I TO 12' 12'I TO 14' 14T'TO 16' I6'1 TD IV HIDER THAN I" X 5" FACE NAIL CONCRETE BLOCK OR CONCRETE. 4-5d BOX(2 "X0.113");OR 48 450 420 560 524 ON-CENTER 5PAGIN6 OF FASTENERS d. PANELS ATTACHED TO MASONRY OR 3-5d COMMON(2 Y2"XO.131");OR 12 214 201 263 :24-7 INCH DIAMETER LAG,SCREW r,4 30 23 IS 15 13 11 10 v 3-10d BOX(3"Xo.125");OR 1& 277 259 542 522 WITH I INCH MAXIMUM SHEATHING MA5ONRY/5TU000 SHALL BE ATTACHED U51NO O 4 STAPLES, I"CROWN, Ibga.,l %"LONG 24 540 50 422 30ib � INCH DIAMETER BOLdT HITH� INCH 56 36 34 29 24 21 1-1VIBRATION-RE515TANT ANCHORS HAVING AN Q FLOOR I6" O.G. 28 554 35& 476 446 MAXIMUM SHEATHING ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS z 32 427 30i8 5201 40{b � INCH DIAMETER BOLT WITH I-INCH 36 36 29 24 21 IB 16 4-Sd BOX(2 �"(2)1" O OR 36 4601 438 555 547 MAXIMUM SHEATHING° THAN 1,500 POUNDS. 21 JOIST TO SILL,TOP PLATE OR GIRDER 3-10 COMMON(2I2e)");O1");OR 42 555 4cicl 664 622 FOR 51: 1 Inch =25.4 mm, I foot =504.5 mm,I pound per square foot = 0.04-I9 kf a V r � in I. m 3-IOd BOX(3"XO.125");OR TOE NAIL a.Ledgers shall be flashed In accordance with Section R'iO3.4 to prevent water from contracting the house band Joist. 3-3"XO.131"NAILS 48 1 5q-1 1 55-1 1 745 1 (qcl2__jj b.Snow load shall not be assumed to act concurrently with live load. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS" AS PER z z z z z 5d Box(2 "X0.113") 4"O.G.TOE NAIL c.The tip of the lag screw shall fully extend beyond the Inside face of the band joist. TABLE R301.7 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE 0 O O O O O 22 RIM JOIST,BAND J015T OR BLOCKING TO SILL OR TOP 5d COMMON(2 Y2"XO.I31");OR d.Sheathing shall be wood structural panel or solid sawn lumber z 0) N N N 0 FOR 51: I INCH = 25.4 mm I FOOT = 304.8mm I MILE PER HOUR= 0.447 m/s g P p gyp g. O W W lU W W PLATE(ROOF APPLICATIONS ALSO) IOd SOX(3"X0.125");OR b" O.G.TOE NAIL � � � o.Sheathing shall be permitted to be wood structural panel, sum board,fiberboard, lumber or foam sheathing. Cj 3"XO.I31"NAILS I POUND =0.454kg, I POUND PER SQUARE FOOT = 47.01 N/m•,I pIf 14.6 N/m Up to 1/2-Inch thickness of stacked washers shall be permitted to substitute for up to 1/2-Inch of allowable STRUCTURAL MEMBER ALLOWABLE V p Q Q Q Q 3-5d BOX 2 'XO.113";OR sheathing thickness where combined with wood panel or lumber sheathing. DEFLECTION 2-6d COMMON(2Y2"Xo.131");OR a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF O O O 23 1" 6"x 5uBFLOOR OR LESS TD EACH JOIST 3-10d BOX(3"XO.125");OR FACE NAIL HEIGHT AND WIND EXP05URE CATEGORY B OR C. FOR EXPOSURE D THE UPLIFT RAFTERS HAVING SLOPES GREATER THAN 3/12 L/I80 2 STAPLES, I"CROWN,Ibgo.,l 5/4"LON& TABLE R50-7.2.1 \ CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE WITH NO FINISHED CEILING ATTACHED TO ry N (� N 3-I6d BOX 0)1s'XO.135");OR TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE PLACEMENT OF LAO SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS RAFTERS (V \ \ N N Q 24 2"SUBFLOOR TO JOIST OR GIRDER BLIND AND FACE NAIL 2-I6d COMMON(3Y2"XO.162") ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE MINIMUM END AND EDGE DISTANCES AND 5PAGIN6 BETWEEN ROWS INTERIOR WALLS AND PARTITIONS H/180 3-I6d SOX \ (3 Y2'X0.135");OR TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF FLOORS L/360 25 2"PLANKS(PLANK d BEAM-FLOOR f ROOF) AT EACH BEARING,FACE NAIL 2-I6d COMMON(3Y2"X0.162") HEIGHTS. TOP EDGE BOTTOM EDGE ENDS ROW 5PAGIN6 � 3-I6d COMMON(3 "xo.I62") b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND CEILING GEILIN6 WITH BRITTLE FINISHES (INCLUDING 1-/360 } 26 BAND OR RIM JOIST TO JOIST 4-10 BOX(3"Xo.125");OR ASSEMBLY DEAD LOAD OF 15 PSF. LEDGER" 2 INCHESd 3/4 INCH 2 INGHE510 1 5/5 INGHE5b PLASTER AND STUCCO) 4-3"X0.131" NAILS;OR END NAIL c. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF CEILINGS WITH FLEXIBLE 43"X 14ga.STAPLES,a"CROHN OVERHANG OF 24 INCHES. BAND JO15Tc 5/4 INCH 2 INCHES 2 INGHE5b 15/5 INGHE5b FINISHES (INCLUDING L/240 NAIL G R 5 0 0 d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE GYPSUM BOARD) 20d COMMON(4"X0.192");OR 52"O.G.AT TOP AND BOTTOM ALL OTHER STRUCTURAL MEMBERS L/240 AND 5TA66ERED MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LOCATED W M WITHIN 5 FEET OF BUILDING FOR 51: 1 INCH=25.4 M a. LAG,5CREW5 OR BOLTS SHALL BE 5TAG6ERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R50-12.1(1). tu IOd BOX(3"X0.125");OR AN O.G.FAGS NAIL AT TOP CORNERS. EXTERIOR WALL5 - WIND LOAD" WITH PLASTER OR H/360 21 BUILT-UP GIRDERS AND BEAM5,2-INCH LUMBER LAYERS 3"XO.131"NAILS AND BOTTOM STAGGERED ON e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH THE TABULATED b. MAXIMUM 5 INCHES. (� OPPOSITE SIDES � c. FOR ENGINEERED RIM JOISTS,THE MANUFACTURERS RECOMMENDATIONS SHALL GOVERN. STUCCO FINISHES AND: UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THIS d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG,SCREWS OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE HITH FIGURE R5072.1(1). Z 2-20d COMMON(4"XO.192");OR FACE NAIL AT ENDS AND REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED EXTERIOR WALLS - WIND LOADS" WITH OTHER H/240 O + 3-I0d BOX(3"XO.125");OR AT EACH SPLICE FORGES. BRITTLE FINISHES to - 3-3"Xo.131"NAILS f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT TABLE: R402.1.4 - 2015 INTERNATIONAL ENERGY CONSERVATION CODE EXTERIOR WALLS - WIND LOAD5" WITH FLEXIBLE H/120d r 416d BOX(3�"Xo.135'%OR CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 pIf FOR EACH FULL FINISHES. 25 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 5-16d COMMON(3Y2"XO.162");OR AT EACH JOIST OR RAFTER, WALL ABOVE. EQUIVALENT U-FACTORS f n - 410d BOX(3"XO.125");OR FACE NAIL LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS LINTELS SUPPORTING MASONRY VENEER WALLS° L/600 V I 4-3"XO.131 NAILS g' J-I--1 7- SHALL BE PERMITTED. CLIMATE ZONE NOTE: L=SPAN LENGTH, H=SPAN HEIGHT LU 29 BRIVOIN6,TO JOIST 2-I0d(3"XO.I25'9 EACH END,TOE NAIL h. THE TABULATED FORGES FOR A 12-INCH ON CENTER SPACING SHALL BE PERMITTED FENESTRATION SKYLIGHT CEILING FRAME WALL MA55 WALL FLOOR BASEMENT WALL CRAWL SPACE a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS !�L TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. U-FACTOR U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS A << _ 4 EXCEPT 0.35 0.55 0.026,, 0.060 O.OQB 0.047 0.051 0.065 OBTAINED FROM THE TABLE R301.2(2). MARINE b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE LU TABLE R602.5(5) a 5 AND THE LENGTH OF THE CANTILEVER. -� WOOD PANEL WALL SHEATHING FA5TENINO SCHEDULE pti 0.52 0.55 0.026 0.060 0.082 0.055 0.050 0.055 C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN Q O Z O MINIMUM NAIL MINIMUM HOOD MINIMUM NOMINAL MAXIMUM HALL ULTIMATE DEVON HIND MARINE 4 ROOFS OR WALL5 OF SUNROOM ADDITIONS OR PATIO n PANEL NAIL SPAGIN6 AS MAX. AS MAX. COVERS NOT SUPPORTING EDGE OF OLA55 THE CONTINUOUS STRUCTURAL PANEL THICKNESS STUD SPACING SPEED VULT�H) PROPOSED AS MAX. -V.I.F. AS MIN. AS MIN. AS MIN. N/A AS MIN. 51ZE PENETRATION PANEL SPAN (INCHES) (INCHES) EDGES FIELD HIND EXPOSURE CATE&ORY -V.I.F. -V.I.F. ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF (INCHES) RATING (INCHES O.G) (INCHES 0.0) S G D OLA55, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED O O bd COMMON L/1-i5 FOR EACH GLASS LITE OR L/60 FOR THE ENTIRE (2.0"xO.113") 1.5 24/0 5/6 16 6 12 140 115 110 u 5d COMMON 16 6 12 I-To 140 155 TABLE: R402.1.2 - 2015 INTERNATIONAL ENERGY CONSERVATION CODE LENGTH OF THE MEMBER, WHICHEVER IS MORE STRINGENT. I.-15 24/Ib r/I6 FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF (25"xo.131") 24 6 12 140 115 110 5UNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD FOR 51: 1 Inch = 25.4 mm, I MILE:PER HOUR- 0.447 m/s INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT DEFLECTION SHALL NOT EXCEED L/120. O Z a.PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD SHEATHING WITH STUD 5PAGIN6 MORE THAN 16" d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM n� ON CENTER SHALL BE APPLIED HITH PANEL STRENGTH AXIS PERPENDICULAR To SUPPORT. MAXIMUM BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE tu Q b.TABLE BASED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDIN6 SURFACES IN ACCORDANCE WITH SECTION R301.2. GLAZED MINIMUM DEFLECTION H H LL LATERAL BRACING REOUIREMEIVT5 SHALL BE IN ACCORDANCE WITH SECTION R602.10. CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION CEILING WALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE V Q c.HOOD STRUCTURAL PANELS WITH SPAN RATINGS OF HALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 bti c C. REFER TO SECTION R703.8.2. SPAN RATING. PLYWOOD SIDING RATED 16 O.G.OR 24 O.G.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING. U-FACTOR b U-FACTO SHOO R-VALUE R-VALUE R-VALUE' R-VALUE R-VALUE ff DEPTH d WALL R-VALUE° WALL-16 AND PLYWOOD SIDIN6, 16 O.G.SHALL BE USED WITH STUDS SPACED NOT MORE THAN 16"ON CENTER. ' 4 EXCEPT � 20 OR � 10 CONT. OR �' 10 CONT. OR 0.35 '0.55 0.40 41 h 8/15 ICI %l 10 / 2FT. '` m tu MARINE 15 + 5 15 CAVITY 13 CAVITY t- 5 AND 20 OR I5 CONT. OR 10 / 2FT. 15 CONT. OR I N O MARINE 4 0.32 0.55 NR 4a 15 + 5 In 13/I7 30 g la CAVITY la CAVITY 1 N N ■ AS MAX. AS MAX. v 4 z PROPOSED AS MAX. -V.I.F. _V I F -V I F AS MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN. LU X REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES p d 0 U J 0 M Q CONTINUOUS BEAD 8 I O' DG O'C,UNNIL: F SEALANT I rn _ <: i T F c. F P. C. MANUFACTURED THIN-PROFILE VENTED AIR SPACE TOO O'CO N l LL,AIA�t / ,~ ION BAFFLE FLOOR ASSEMBLY (ATTIC VENTILATPULL WIDTH ATTIC INSULAITON / Y2" RI61D / 1200 Veterans Memorial Highway INSULATION r j TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION Suite 120 ONTINUOUS MINIMALPTIONAI- ELEVATION Hauppauge,NY 11788COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA EXPANDING FOAM AT CAVITY INSULATION P(631)650-6666 WINDOW PERIMETER • XPANDIN6 FOAM AROUND A CONTINUOUS AIR BARRIER SHALL BE INSTALLED THE PERIMETER OF L005ELY IN THE BUILDING ENVELOPE F(631)650-6662 SECTION GUT RI61D INSULATION ONTINUOU5 BEAD GENERAL REGUIREMENT5 THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR- PERMEABLE INSULATION SHALL NOT BE USED AS C(516)658-0325 I OF SEALANT CONTINUOUS AIR BARRIER A SEALING MATERIAL EILIN6 GYPSUM BOARD " RI61D INSULATION BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE A5 Al BARRIER EXISTING BAND JOIST INSULATION �' SEALED ONTINUOUS BEAD RETROFIT WITH I I/2•RI61D INSULATION XTERIOR INSULATED ', INDOW UNIT AS OF SEALANT HALL THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT AIR BARRIER ONTINUOU5 BEAD a cale-oosoo ss/4• ■ I'-0" CEILING / ATTIC SHALL BE ALIGNED WITH THE INSULATION AND ANY THE INSULATION IN ANY DROPPED CEILING/SOFFIT I OF SEALANT THIN-PROFILE ATTIC SAVE BAFFLE AND VENT GAPS IN THE AIR BARRIER SHALL BE SEALED SHALL BE ALIGNED WITH THE AIR BARRIER °- ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE CONTINUOUS MINIMAL WALL DOORS TO UNCONDITIONED ATTICS SPACES EXPANDING FOAM AT ONTINUOUS MINIMAL 5-01004 Scales/4• ■ I'-0" SHALL BE SEALED :l.0 WINDOW PERIMETER EXPANDING FOAM AT fd WINDOW PERIMETER THE JUNCTION OF FOUNDATION AND SILL PLATE TO CAVITIES WITHIN CORNERS AND HEADERS OF FRAME �y• `' BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILING THE CONTINUOUS BEAD " 6YP5UM BOARD ANUFACTURED RECESSED LIGHT WALLS THE JUNCTION OF TOP PLATE AND THE TOP OF CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE F SEALANT X4 5LOGKIN6 ENCLOSURE EXTERIOR WALLS TO BE SEALED OF R-3 PER INCH MINIMUM ' ATTIC INSULATION EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED EILIN6 JOISTS KNEE WALLS SHALL BE SEALED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT w ' ' NTINUOUS BEAD OF ADHESIVE 1 AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER I ONTINUOU5 BEAD INDOW UNIT AS OF SEALANT AIR BARRIER WINDOWS, SKYLIGHTS, AND DOORS I N5ULATED EXTERIOR THE SPACE BETWEEN WINDOW/DOOR JAMBS AND WALL CONTINUOUS MINIMAL XTERIOR WALL FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE o S O M m EXPANDING FOAM AT SHEATHING S D S z to f=" W XPANDIN6 FOAM SEALANT 0 0>.- z 1- WINDOW PERIMETER AT PERIMETER >~<W 0 W N 2-5TUD CORNER WITH Ix4 BACKER ONTINUOUS BEAD RIM JOIST RIM JOIST SHALL INCLUDE THE AIR BARRIER RIM JOIST SHALL BE INSULATED a W -�> O OF SEALANT in0 to - < # CONTINUOUS BEAD RYWALL CEILING FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED H W W_3 W W I-3 F SEALANT 5-00006 5cale,s/4• ■ r-0• �W^zoo > v GE55ED LIGHT FIXTURE TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE >-`�' z z - FLOORS (INCLUDING ABOVE GARAGES B THE AIR BARRIER SHALL BE INSTALLED AT ANY z^ z z v z J a ( ONTINUOUS BEAD CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION OF BUBFLOOR DECKING, OR FLOOR FRAMING CAVITY z W z Ow z '------(,ONTINUOUS BEAD INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH =�2 F F-- C OF ADHESIVE z rr- y?v= ° OF SEALANT AIR5EAIINEArREGG ucmNsptArnc THE TOP SIDE OF SHEATHING, OR CONTINUOUS INSULATION dz in w ONTINUOUS BEAD INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND a�'- W Z ONTINUOUS SILL SEALER OF SEALANT EXTENDS FROM THE BOTTOM TO THE TOP OF ALL -FULL WIDTH OF MUDSILL ONTINUOUS BEAD 5-02% swig. 5/4• ■ r-o" PERIMETER FLOOR FRAMING MEMBERS a OF ADHESIVE CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL SPACES TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, 14°_1� � o -FOUNDATION WALL I '" ONTINUOUS BEAD N AS AIR BARRIER (. OF SEALANT BE COVERED WITH A CLA55 I VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE WITH OVERLAPPING JOINTS TAPED CRAWL SPACE WALLS "' ~ o NGRETE SLAB AS a `�Tinp-_ a o AIR BARRIER SHAFTS / DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE o m �a SHAFTS OPENING TO EXTERIOR OR m S Q w D LOCKING AS REQUIRED } c o PENETRATIONS UNCONDITIONED SPACE TO BE SEALED ► w o m —FLOOR ASSEMBLY m U�z0�u.•�FN CONTINUOUS BEAD YP5UM 50ARD BOX BATT5 IN NARROW CAVITIES SHALL BE GUT TO FIT, OR n A. F SEALANT NTINUOU5 BEAD ENCLOSURE NARROW CAVITIES NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT °~Q o W OF SEALANT ON INSTALLATION READILY CONFORMS TO THE AVAILABLE a ATTIC INSULATION p? * u w N N V ONTINUOUS BEAD FICEILINO JOIST CAVITY SPACE F `� p F W v 3 *tvow0 Z O OF SEALANT GARAGE SEPARATION AIR SEAL BETWEEN GARAGE AND CONDITIONED f SPACE NTERIOR 6YM5UM z WALLBOARD AS BARRIER ''_ RECESSED LIGHTING REGE55ED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE Q a F o o o _ BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE SEALED z� j W N .► GONGEP7 UAL AIR 5EALI NO 5TRATEOY // CONCEPTUAL AIR 5EALiNO 5TRATEOY // CONCEPTUAL AIR 5EALIN6 STRATEGY --�� I TO THE DRYWALL AIR TIGHT AND IC, RATED o O z LOWER NALL SECTION UPPER WALL SECTION AT UPPER FLOOR BAW JOIST BATT INSULATION SHALL BE GUT NEATLY TO FIT V " — PLUMBING AND WIRING AROUND WIRING AND PLUMBING IN EXTERIOR 'N '�y�4 ,� 5-020II a1o,s/4" - I-0 XPANDIN6 FOAM SEALANT WALLS, OR INSULATION THAT ON INSTALLATION ��uu o> o rJ-02003 AT INUOU5 TER i w � Inv N 5-02002 5Ga I e:3/4�� = I�-O�� SGa I e:3/4" = I�-O�� ONTINuouS BEAD OF READILY CONFORMS TO AVAILABLE SPACE SHALL F��,L 9 ro��.�o �.: SEALANT EXTEND BEHIND PIPING AND WIRING o m(3 o Q- V o z M I. RYWALL GEILIN6 THE AIR BARRIER INSTALLED AT EXTERIOR WALLS z �'o a _o° Z " 6YPSUM BOARD 5HOWER/TUB ON EXTERIOR WALL EXTERIOR WALLS ADJACENT TO 5HOWER5 AND `ADJACENT TO SHOWERS AND TUBS SHALL TUBS SHALL BE INSULATED p Q x w 4 2) LAYERS 2" RIGID INSULATION GESSED LIGHT FIXTURE - SEPARATE THEM FROM THE SHOWERS AND TUBS INSTALL I" RI61D INSULATION INSTALLED DURING FRAMING d m o o Q OUT TO FIT BETWEEN THE 7=71 ELECTRICAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND RAFTERS FROM SEAL BOTH AIR SEA INS AT REGE56M LI&ITINS IN ATTIC EXTERIOR WALLS ELECTRICAL OR COMMUNISATION BOXES OR I" RIGID INSULATION SIDES ALONG RAFTER WITH AIR-SEAL BOXES SHALL BE INSTALLED ROUGH OJT AROUND EXPANDING FOAM SEALANT. rpgp Scale,s/4" ■ I'-0" VENTILATION CHUTE VENTILATION CHUTE MAINTAIN EQUAL VENT SPACE HVAG RE015TER HVAG RE615TER BOOTS THAT PENETRATE BUILDINGF- AIR SEAL PERIMETER FOR LENGTH OF RIGID INSULATIO NSULATED EXTERIOR BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE WITH E!XPANDIN6 ATTIC INSULATION WALL 5UBFLOOR OR DRYWALL FOAM SEALANT j � HEATHI R WALL WHEN REQUIRED TO BE SEALED, CONGEALED FIRE �T_ INSTALL I" RI61D INSULATION SHEATHING CONGEALED SPRINKLERS �� INSULAVERTICALLYTING ITO TO CONR16NECT SPRINKLERS SHALL ONLY BE SEALED IN A MANNER 4 s-5TUD CORNER WITH RIGID INSULATION THAT 15 RECOMMENDED BY THE MANUFACTURER. CAULKING OR OTHER ADHESIVE SEALANTS SHALL INSULATION BAFFLE. FOAM SEAL BOTH JOINT 5-000al 5c4le}5/4" ■ 1'-0" NOT BE USED TO FILL VOIDS BETWEEN FIRE - —"-" SPRINKLER COVER PLATES AND WALLS OR Z ONTINUOUS BEAD q / CEILINGS lu OF SEALANT " RI61D INSULATION ONTINUOUS BEAD + I OF SEALANT ( V XTERIOR INSULATED RI61D INSULATION O Q WALL I VIDE BLOCKING AT XTERIOR INSULATED STUD CAVITY AT SHOWER Z O WALL I AT EXTERIOR WALL I 1 t- ONTINUOU5 BEAD OF I 1- 0 NSTALL INTERIOR SHEATHING MATERIALS R-VALUES I'R161D INSULATION As ATTIC,EAVE BAFFLE GUT I"EXTERIOR INSULATION SHEATHING AS SEAL AN Z Z Z Z Z PRIOR TO INSTALLATION OF O O O O O WOUND MANUFACTURED VENT ATTIC EAVE BAFFLE AND VENT PREFAB PREFAB FIREPLACE UNIT I EMENT BACKERBOARD MATERIAL R-VALUE Z to N 0 N to 5-01006 SC01e,5/4" ■ 1'-0" S-01005 Scale s/4" ■ 1'-0' ( ! 1 TUB SURROUND FIN15H 0 Q Q Q Q 1)1 -PREFAB TILE SURROUND FINISH 1 FIREPLACE TUB UNIT BUILDING BOARD - - - (� O \--CEMENT BAGKERBOARD I NSTALL I" R161D INSULATION I " _ 1 I , \-TUB SURROUND N N N N N5ULATED PROVIDE BLOCKING AT BEYOND CYP5UM WALL BOARD a'2 ) 0.45 N N N AT BOTH HORIZONTAL AND 1 �. DRAINA6E PLA y VERTICAL POSITIONS N5ULATED EXTERIOR I EXTERIOR I STUD WALL 1 STUD WALL STUD CAVITY AT TUB I GYPSUM WALL BOARD (s/8 ) `� Q I (LEAVE$"GAP FOR EXPANDING FOAM) ( 1 AT EXTERIOR WALL OF TINUOU TBEAD 0.5625 N THIN PROFILE WALL 5HEAT'HIN6 PLYWOOD a2 ) 0.62 INSTALL EXPANDING FOAM SEALANT AT INTENTIONAL 6AP5 I I INSULATED EXTERIOR THIN PROFILE WAL EXISTING FLOOR I I STUD WALL PLYWOOD (5/4") O.Ci4 AT I RI61D IN5ULATIO I 1 I SHEATHING ASBEMBLY CONTINUOUS BEAD OF SEALANT AVITY INSULATION I ONTINUOUB BEAD OF M OUS BE MINIMUM �" DRIP 1 — I I 5ELANT OFF SEALANT SIDING I ANUF. SHOWER _ I" RIGID INSULATEO ! 1 PAN ALUMINUM/ VINYL 51DINO (NOT INSULATED) 0.61 lu SOFFIT CLOSURE-- XPANDIN6 FOAM ANDING FOAM --WOOD FLOOR ASSEMBLY— ALUM I NUM/ VINYL S 1 D I NG 0/2" INSULATION) I.80 Z Z OOD FRAME FLOOR O luits I A55EMBLY I OD FRAME — (� FLOOR ASSEMBLY FLOORING +--� INSULATED OANTIL.EVER FLOOR// ° °• HARDWOOD FLOORING (5/4") 0.68 — CAVITY INSULATION WITH I'R161D INSULATION CLOSURE � — TILE 0.05 5-01019 Scaie,s/q." , I'-0" AIR SEALING MANUFACTURED AIR SHOWER WITH AIR SEALING AT PLATFORM FOR MANUFACTUR AIR SEALING lu BEHIND TUB WITH �/ THIN-PROFILE SHEATHING FIREPL.AGE ASSEMBLY THIN-PROFILE SHEATHING//SECTION CARPET WITH FIBER PAD >Z ATTIC INSULATION 5-01007 scaie,s/4" ■ 1'-0. 5-01012 5caie,s/4" ■ I'-0' 5-0lOo4 Scales/4' ■ r-0 CARPET WITH RUBBER PAD 1.23 II FILING FRAMING C, +�- FLOOR GRILLE AIR 5PAGE 4V2" UP TO 4")51" RI61D EATH INTERIOR OF LOOR DUCT BOOT LEGTRIGAL WIRE I.00 Q O O INSULATION ATTIC ACCESS TO ONTINUOU5 BEAD OF +I OF INSULATION SEALANT JIJ --' LEVEL FLOOR TOP PLATE ACGE55 PANEL PLUMBING PIP "'I I I I I I I I I I I I I I ROOFING O ASPHALT SHINGLES 0.44 O RAW ACCESS PANEL TOP PLA XPANDIN6 FOAM WOOD SHINGLES O.ci7 O SNUG WITH PERIMETER NSULATED FLEXIBLE DUCT f n EXPANDING FOAM TIE AT INNER LINER SEALANT V 1 SEALANT A5TIG AT INNER LINER O TRIM AS REQUIRED IF AT OUTER LINER L STUD n/ CD z INISH GEILIN6 HALL STU DOORS WOOD, 50LID GORE (1 5/4") 2.1-7 Q INSULATED METAL DOOR (2") 15.00 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 PENETRATIONtu Q Q� 5-02022 ale5/4' ■ 11-0' 5-01025 Scalp$/4" ■ 1'-0' 5-01055`rN ale,s/4" ■ 1'-0" 5-01024 scalo,s/4' ■ 11-0" POURED CONCRETE PER I" 0.08 O M �-"-- dJ z Z II Z N Q Zlu " '1 O < v GENERAL CONDITIONS UNLESS OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2015 IEGG -AIR LEAKAGE: CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION Rg05.2 -JOINTS, PENETRATIONS, AND ALL MINIMUM DE51ON DEAD LOADS* AS PER A50E 7-05 NOTE: CONSTRUCTION, AIA DOCUMENT TO BE AS INDICATED ON DRAWINGS. OF THE INTERNATIONAL RESIDENTIAL OTHER SUCH OPENIN(55 IN THE 4/87 SHALL APPLY. THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR GODS ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE COMPONENT LOAD -THE MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SHALL OBTAIN CERTIFICATE OF (psf) CHAPTERS 12-25 OF THE 2020 INTERNATIONAL RESIDENTIAL CODE. T DUCT AND PAMPER - - E EACH SIDE SHALL BE GAF GLASS A ASPHALT SOURCES OF AIR LEAKAGE MUST BE -THE FUEL GAS SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF OCCUPANCY. SUBSTITUTIONS SHOULD FOR A TOTAL RECOVERY CAPACITY ROOF SHINGLES OR APPROVED SEALED. G E I L I N G 5 CHAPTER 24 OF THE 2020 INTERNATIONAL RESIDENTIAL CODE. BODE) o"coNPILL NOT BE MADE WITHOUT WRITTEN OF 150 GFM MIN. MAINTAIN MAXIMUM EQUAL. SHINGLES SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IG A.R C " i T f." P. C" AUTHORIZATION BY THE ARCHITECT. 20 GFM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO GYPSUM BOARD (1/2-In) 7.0 -THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS, OR TYPE IG OR NON-IG CHAPTERS 25-55 OF THE 2020 INTERNATIONAL RESIDENTIAL CODE. GYPSUM BOARD (5/8-In.) q.0 .�..�DD , NIEL�, REASONABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES RATED INSTALLED INSIDE AN SUSPENDED STEEL CHANNEL SYSTEM 2 O -THE ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF AIA AT THE COMPLETION OF WORK, THE DOORS C CONFORM TO THE 2015 CHAPTERS 54-42 OF THE 2020 INTERNATIONAL RE5IDENTIAL CODE. 1200Veterans Memorial Highway CONTRACTOR SHALL REMOVE ALL VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY COVER IN 05, ROOF, AND WALL Suite 120 IEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5" CLEARANCE FROM Hauppauge,NY 11788 WASTE MATERIALS, 'TOOLS, RUBBISH, LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NECESSARY FOR A COMBUSTIBLE MATERIALS AND 5" ASPHALT 5HINGLE5 2.0 THIS PROJECT COMPLIES WITH: THE 2020 RESIDENTIAL CODE OF NY5 ETC., GLEAN OLA55 AND LEAVE WORK &" FIREPLACE WALL THICKNESS WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION GYPSUM SHEATHING, 1/2-In. 2.0 P(631)650-6666 BROOM GLEAN UNLESS OTHERWISE 4" NON COMBUSTIBLE FIRE STOPPING ROOFING 15 TO BE APPLIED IN STRICT F(631)650-6667 SPECIFIED. THE CONTRACTOR SHALL BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: PLYWOOD (per I/2-InJ 16 IN ACCORDANCE WITH 2O15 IEGG RESIDENTIAL ENERGY EFFICIENCY CODE, THE PROJECT CARRY WORKMAN'S COMPENSATION RIGID INSULATION, 1/2-In. 0.15 COMPLIANCE METHOD CHOSEN IS TOTAL UA-ALTERNATIVE AND A RE50HEOK HAS BEEN SUBMITTED C(516)658-0325«- CONSTRUCTION. MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED SINGLE-PLY SHEET WATERPROOFING MEMBRANE c.7 WITH THESE DRAWINGS. ALL SHALL COMPLY WITH STATE AND FOUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR CEILINGS, WALLS, AND FLOORS. LOCAL CODES AND ORDINANCES. THE BITUMINOUS, SMOOTH SURFACE INSTALL TWO LAYERS OF TOWELED ON OWNER 5 APPROVAL PRIOR TO 1.5 CONTRACTOR SHOULD FULLY WATERPROOFING MEMBRANE GUARANTEE HIS WORK AND THE WORK FIBERGLASS MASTIC. (FED. SPEC. INSTALLATION. MATERIALS IDENTIFICATION: TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS AND/OR OF HI5 SUBCONTRACTORS FOR A S.S.G. 155 TYPE-I) MEMBRANE TO BE -MATERIALS AND EQUIPMENT MUST BE FLOORS AND FLOOR FINISHES SPECIFICATIONS ARE IN COMPLIANCE w/ THE 2020 EGG OF NYS, AND THE 2015 IEGG A CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE PERIOD OF ONE YEAR AFTER CERAMIC OR QUARRY TILE (3/4-InJ FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURERS INSTALLATION Ib.o � "� COMPLETION OF THE: PROJECT UNLE55 EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL INSTRUCTIONS. ON 1/2-in. MORTAR BED NOTE: u ? OTHERWISE SPEGIFIE:D. ALL WORK FOUNDATIONS CHAPTER 4 DESIGN (TABLE R401.4.0 BASED UPON PRESUMPTIVE LOAD BEARING ( V . . . FACED FIBERGLASS BATT INSULATION -MATERIALS AND EQUIPMENT MUST HARDWOOD FLOORING, 1/1-In. 4.0 "K r `n''SHALL BE PERFORMED IN VALUES OF SANDY GRAVEL AND/OR GRAVEL AT 2000 LBS PER SQUARE FOOT. CONTRACTOR TO �' ACCORDANCE WITH GOOD BUILDING FIRE BLOCKING BY JOHN MANVILLE OR APPROVED IDENTIFIED SO THAT THE COMPLIANCE LINOLEUM OR ASPHALT TILE, 1/4-In. 1.0 CONSULT ENGINEER IF DIFFERENT SOIL MATERIALS ARE FOUND UPON EXCAVATION OR TEST HOLE, EQUAL, FOIL TO BE PLACED TOWARD CAN BE DETERMINED. 5UBFLOORING 5/4-In. 5.0 FOR ALTERNATIVE FOOTING AND FOUNDATION WALL DE51ON PRACTICES. THE CONTRACTOR SHALL FIRE BLOCKING SHALL BE PROVIDED, WARM SIDE. PROVIDE II/2" RIGID -MANUFACTURER MANUALS FOR ALL � INDEMNIFY AND HOLD HARMLESS THE AS PER SECTION R502.15 OF THE / FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING FLOORS WOOD JOI5T (no plaster) 12-In. lb-In. OWNER, ARCHITECT, AND THEIR RESIDENTIAL GORE OF NEW PORK � P AGENTS AND EMPLOYEES FROM AND STATE, TO OUT OFF ALL CONGEALED FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER JOIST SIZES (In) O.G. O.G. THI5 PROJECT MUST CONFORM TO APPENDIX J OF THE 2020 RESIDENTIAL CODE OF NYS SECTIONS AGAINST ALL CLAIMS, DAMAGES, DRAFT OPENINGS (BOTH VERTICAL TO 6 BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE AJ301.3 REPAIRS, OTHERWISE SPECIFIED. CARE SHOULD PROVIDED. 2x6 6 5 LOSES AND EXPENSES, INCLUDING AND HORIZONTAL). A.J501.5 - ALTERATIONS LEVEL 2, AND ATTORNEYS FEES ARISING OUT OF OR PROVIDE FIRE BLOCKING IN BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING 2x8 6 6 AJ501.7- ADDITIONS FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY z 3 RESULTING FROM THE PERFORMANCE CONGEALED SPACES OF STUD WALLS 2x10 7 6 0 S c D m OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED MARKED ON THE BUILDING PLANS OR 2x12 8 7 COMPLIANCE SECTION: z GLASS WINDOWS AND DOORS SPECIFICATIONS. o o�,v_i z F- SUCH CLAIM, DAMAGE, LOSS OR SPACES AT THE CEILING AND FLOOR TO BE INSTALLED AS PER SECTION FRAME PART I T 10 N S P z W W N EXPENSE (A) IS ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL REPAIRS- SECTION AJ401 =�,,_� R308 OF THE RESIDENTIAL GODS OF DUCT INSULATION: WOOD OR STEEL STUDS I/2-In. GYP. BOTH SIDES 8.o ALTERATION LEVEL 2 - SECTION AJ501 AND AJ601 BODILY INJURY, SICKNESS, DISEASE FURRED SPACES SHALL AL50 BE FIRE N.Y.S. ALL OLA55 15 TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED ac00 a #� OR DEATH OR TO INJURY TO OR BLOCKED AT INTERVALS NOT FRAME WALL 5 ADDITIONS - SECTION AJ801 D W 4.W&_ 0 3 DESTRUCTION OF TANGIBLE PROPERTY EXCEEDING 10 FEET. LOW-E UNLESS OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING JW[-I- OLA55 SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-8. EXTERIOR STUD WALLS: ~} 5 z 0:z (OTHER THAN THE WORK ITSELF INSTALL OLA55 UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED z 0 Z cj a -1 INCLUDING THE LOSS OR USE PLUMBING 2x4 a lb-In., 5/,b-In. GYPSUM, z W�z 0 z CONTRACTOR SHALL INSTALL WATER CLEARANCES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING II.o z c O F' RESULTING THERE FROM). (B) IS INSULATED, 3/B-In. SIDING to SUPPLY AND SANITARY SYSTEM AS SLIDING GLASS DOORS, SKYLIGHTS MUST BE INSULATED TO R-4. F=W�W W W CAUSED IN WHOLE OR IN PART BY ANY �` `''0 z INDICATED. PROVIDE HOT AND GOLD AND/OR WINDOWS AS REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED 2x6 ® 16-In., 5/8-In. GYPSUM, 12 O NEGLIGENT ACT OR CM155ION OF THE CODE, SHALL BE INSULATED SPACES MUST BE INSULATED TO R-&. INSULATED, 5/8-in. 51MINO CONTRACTOR, ANY 'SUBCONTRACTOR, SHUT-OFF VALVES AT ALL FIXTURES. TEMPERED GLASS. ALL GLASS DOORS -RETURN DUCTS IN UNCONDITIONED a ANYONE DIRECTLY OR INDIRECTLY ALL WATER PIPING TO HAVE AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUST EXTERIOR STUD WALLS WITH BRICK VENEER 45.0 EMPLOYED BY ANY OF THEM, OR CLEANOUT5 AT ALL CHANGES OF STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR ANYONE FOR WHOSE: ACTS ANY OF DIRECTION AND AT BASE OF 2 s VERTICAL WASTES. USE 4" CAST IRON MANUFACTURES SPECIFICATIONS. ALL -INSULATION IS NOT REQUIRED ON PLASTER, ADD 5 lb/ft FOR EACH FACE PLASTERED. VALUES aaU1°o° u THEM MAY BE LIABLE REGARDLESS WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. GIVEN REPRESENT AVERAGES. IN SOME GA5E5 THERE IS A o �'° Q��H OF WHETHER OR NOT IT 15 CAUSED IN THROUGH FOUNDATION WALL PITCHED SEALED AS PER 2015 IEGG CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. o Q o PART BY A PARTY INDEMNIFIED MIN. 1/5" PER FOOT. TRAP/WASTE �' m REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: HEREUNDER. ALL MATERIALS, SIZES FOR FIXTURES SHALL BE AS 2016 EGG OF NEW PORK STATE: F Q z p FOLLOWS: PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINTS, SEAMS, AND R401.5: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE �'° -° '�o W ASSEMBLIES, AND METHOD OF WINDOWS WITHIN A 6 OF AN EXTERIOR CONNECTIONS MUST BE SECURELY BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN °z� � w ~ _v CONSTRUCTION INCLUDING BUT NOT DISH WASHER 1 1/2 SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS, GASKETS, Q 0 LIMITED TO FORM-WORK, KITCHEN SINK 1 1/2" THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE a ��-$owo = v TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHESIVES), _� BLOCK-WORK, FRAMING, NAILING, LAVATORY 1 1/4" PROVIDE ALL SCREENS AND MASTIC-PLUS-EMBEDDED-FABRIC OR BUILDING. } Zam~ O O PLAG I NG OF CONCRETE ETC. ARE TO SHOWER 2" Q Q HARDWARE AS REQUIRED. ALL OLA55 TAPES. DUCT TAPE IS NOT ° BE CAREFULLY SUPERVISED BY THE TOILET 3" R402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL BE a�$ I5 TO BE FREE OF SCRATCHES AND PERMITTED. CONTRACTOR TO BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 5" MAIN IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO z IN ACCORDANCE WITH THE DRAWINGS, VENT STACK INCREASED TO 4° THE INSULATION ON THE SURROUNDING SURFACES. a 1013 ° SPECIFICATIONS, APPLICABLE CODES THROUGH THE ROOF. PROVIDE FROST THE MANUFACTURER FOR A PERIOD OF AND LOCKING-TYPE LONGITUDINAL o ?z W, NO LE55 THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUCTS w n AND GOOD PRACTICE. DEVIATIONS PROOF HOSE-BIBS AS INDICATED ON R402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE uNw QIt TO BE ANDERSEN UNLE55 INDICATED I GATED OPERATING AT LE55 THAN 2 w. ° ° m - m 4 9 CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 5 AIR CHANGES PER �- ° FROM THE DRAWINGS AND" PLANS WITH EASILY ACCESSIBLE OTHERWISE. (500 PA.) - P o 5 P o w SPECIFICATIONS WILL NOT BE DRAIN DRAIN-GOOKS. THE WATER -DUCTS SHALL BE SUPPORTED EVERY HOUR. PERMITTED WITHOUT WRITTEN SUPPLY AND 5EWA5E DISPOSAL mm d °z 10 FEET OR IN ACCORDANCE WITH THE R402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING �' m i 'z o AUTHORIZATION OF 'THE ARCHITECT. SYSTEM SHALL COMPLY TO THE _° o, MANUFACTURER 5 INSTRUCTIONS. THERMAL ENVELOPE SHALL BE INSTALLED IN .ACCORDANCE WITH ��O�� THE CONTRACTOR SHALL BE APPLICABLE COUNTY DEPARTMENT OF PAINTING AND STAINING -COOLING DUCTS WITH EXTERIOR 4ax �a-d� RESPONSIBLE FOR THE SHOP HEALTH STANDARDS AND THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY Q DRAWINGS WHICH MAY BE NEEDED. REGULATIONS. APPROVAL OF ALL THE FOLLOIrJING IS INCLUDED FOR THE INSULATION MUST BE COVERED WITH A GODS OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL m T o �° Q ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM CONVENIENCE OF THE PAINTING VAPOR RETARDER. COMPONENTS AND VERIFY COMPLIANCE. k ARE TO BE FIELD VERIFIED. APPROPRIATE LOCAL AUTHORITIES CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. R402.4.1.2: TESTING - BUILDING OR DWELLING !'NIT SHALL BE CONTRACTOR TO REMOVE 4 PRIOR TO CONGEALMENT. PRIOR TO -7 RELOCATE AS REQUIRED ALL ORDERING, CONTRACTOR SHALL REQUIRED FOR VARIOUS SURFACES. IT -THE HVAG SYSTEM MUST PROVIDE A TESTED AND VERIFIED AS HAVING < 5 ACH50 IN GZ4A, 5, A&A. „ EXISTING WORK WHICH INTERFERES SUPPLY GUTS OF FIXTURES FOR 15 THE INTENT OF THESE MEANS FOR BALANCING AIR AND TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. G DI/�METER WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT SPECIFICATIONS TO PROVIDE A WATER SYSTEMS. REFLECTIVE WHITE THAT THE OWNER CHANGES, THE COMPLETE FINISH. ALL PAINTED R402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING CONTRACTOR SHALL CREDIT THE SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. SITE WORK OWNER FOR THE FULL IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST EXCEPTION: DIRECT VENT APPLIANCES N17H BOTH INTAKE AND STAKEOUT IS TO BE PERFORMED BY A EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE LICENSED SURVEYOR. STAKING AND SUBCONTRACTORS COST FOR THE ACCEPTABLE. ONE THF-RM05TAT CAPABLE OF INTERIOR WOOD 5URFAGE5-APPLY TO AUTOMATICALLY ADJUSTING THE GHANGED UNIT. z LAYOUT ARE TO ESTABLISH ALL LINES LIGHTLY SANDED 5URFAGE5, WALLS, SPACE TEMPERATURE SET POINT OF R405.5.2: DUCT SEALING - DUCTS, AIR HANDLERS, AND FILTER W AND BENCHMARKS. 'VERIFY ALL GIVEN HVAG DOORS, FRAMES, TRIM, AND BASES, THE LARGEST ZONE. BOXES SHALL BE SEALED. DATA ON DRAWIN65. IN CASE OF ONE GOAT WOOD FILLER OR STAIN UO SYSTEM TO BE DESIGNED BY OTHERS. AND TWO GOATS MCKLUSKY'S ELECTRIC SYSTEMS: DISCREPANCY, RECEIVE R403.3.3: DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO CLARIFICATION FROM ARCHITECT PROVIDE PROPER SUPPLY TO ALL EGGSHELL FINISH NON-YELLOWING -SEPARATE ELECTRIC METERS ARE DETERMINE AIR LEAKAGE. ROOMS 4 CONFORM WITH ALL STATE REFLECTIVE RED z PRIOR TO PROGEEGING. EXCAVATE POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. EXCEPTION: DUCT LEAKAGE TEST IS NOT Ri=QUIRED WHERE O AND BACK FILL FOR WORK INDICATED AND LOCAL CODES. GYPSUM BOARD- MINIMUM ONE GOAT THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN PANTONE # 187 F ON DRAWINGS. STOCKPILE TOP501L PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: THE BUILDING THERMAL ENVELOPE. v >- d to OBTAINED FROM STRIPPING DRIVEWAY EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED AND BUILDING SITE. STOCKPILE ALL GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-COMBU5TABLE R405.5 5: BUILDING CAVITIES - SHALL NOT EE USED AS DUCTS OR Ul 0 0 0 0 EXCAVATED MATERIAL. NEW AND FRAMING AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS PLENUMS z N N to N N EXISTING BACK FILL. MATERIAL AND JOISTS RAFTERS AND STUDS SHALL ONE GOAT ZING CHROMATE AND TWO -FIREPLACES MUST BE PROVIDED DESIGNATION FOR STRUCTURAL 00 p p p 0 0 z TOPSOIL ARE TO BE: FREE OF WEEDS, BE CONSTRUCTION GRADE DOUGLAS GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, R405.4: MECHANICAL SYSTEM PIPING INSULATION - CARRYING COMPONENTS THAT ARE OF TREE ROOTS, ROCKS AND DEBRIS. FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE FLUIDS >105°F OR <55°F, INSULATE TO R-5 MIN, TRUSS TYPE CONSTRUCTION I " STROKE cv c�v ALL SURPLUS MATERIAL THAT 15 WOOD SILLS AND WOOD IN CONTACT QUALITY PITT55URGH, PRATT $ CONSTRUCTION PROVISIONS OF THE 2 N N N N O � Q UNSUITABLE FOR BACK FILL MATERIAL WITH MASONRY SHALL BE ACQ. ALL LAMBERT, DUTCH BOY. CABOT5, BUILDING CODE OF NEW YORK STATE, R405b: MECHANICAL VENTILATION - THE BUILDING SHALL BE N Q SHALL BE REMOVED FROM THE SITE. EXTERIOR SHEATHING SHALL BE 1/2 MCKLUSKYS, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF ■ N F FLOOR FRAMING, I NGLUD I NG _ PROTECT ALL TREES WITHIN EIGHT GDX DOUGLA5 FIR PLYWOOD. CONTRACTOR 15 TO PROVIDE STATE OR THE NEW YORK CITY IRG/IMG. ' ' GIRDERS AND BEAMS FEET OF THE BUILDIING. PROPER SUB-FLOORS TO BE 3/4" GDX SAMPLES OF ALL PAINTS AND STAINS BUILDING GODS, AS APPLICABLE. THE MECHANICAL VENTILATION RATE SHALL i3E NO GREATER "R" ROOF FRAMING # APPROVALS MUST BE OBTAINED PLYWOOD EXTERIOR SHEATHING TO FOR ARCHITECT'S AND/OR OWNERS THAN BUILDING "FR" FLOOR AND ROOF FRAMING W BEFORE COVERING ANY EXCAVATED BE COVERED WITH "TYVEK" HOUSE APPROVAL. SERVICE WATER HEATING: 0.01 X CFA + 7S X (# OF BEDROOMS + 1) 7A-NDARDS ANDCODEs OC WORK. WRAP OR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL SAMPLE N TITLE E HOOD PART 1265.4 PLACARD STUD HALLS AT 1/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP GFA = CONDITIONED FLOOR AREA oN oR�JACENT�TO ELECTRICAL METER Box CONCRETE BLOCK AND AT ALL UNSUPPORTED EDGES OF INSTALLED AS PER SECTION R702.5.2. ON BOTH THE INLET AND THE OUTLET R405.7: EQUIPMENT 51ZINO - PER ALGA MANUEL 5, BASED ON ALL CONCRETE BLOCK 15 TO HAVE PLYWOOD. PROVIDE SOLID BLOCKING THROUGH R702.5b OF THE UNLE55 THE WATER HEATER HAS AN I.\I LOADS CALCULATED PER AGGA MANUEL J. "OUR-O-WALL" REINFORCING EVERY AND DIAGONAL BRACING OF FLOOR INTERNATIONAL RESIDENTIAL CODE. INTEGRAL HEAT TRAP OR 15 PART OF v THIRD COURSE. FILL TOP COURSE JOISTS AT 8' O.G. MAXIMUM AND GYPSUM WALLBOARD APPLICATION A CIRCULATING SYSTEM. R404.1: LIGHTING - A MINIMUM OF 75Y OF P0' ,1NNENTLY Z SOLID. MORTAR MIX TO BE ONE PART SOLID BLOCKING UNDER ALL SHALL BE TAPE JOINT SYSTEM. ALL -INSULATE CIRCULATING HOT WATER INSTALLED FIXTURES MUST HAVE HIGH-EFFCCANCY LAMPS.PORTLAND CEMENT, ONE PART O _ PUTTY, AND 51X PARTS SAND, ORMONE ALLPPORTED EDOES GAP PLAEST O BE DOUBLEDANDS/2" ON O IL NOUM BOARD TO BS UNLESSON WALLS PIPES TO THE LEVELS ON TABLE I. LOW-VOLTAGE LIGHTING EXEMPT TRUSS ICES I O NAT I ON S I ON � b lu t- PART MASONRY CEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO OTHERWISE INDICATED. FINISH JOINTS, CIRCULATING HOT WATER SYSTEMS: NOTE: PARTS SAND. END OF STUDS. LAP GAP PLATES AT J-BEAD5. NAIL DIMPLES CORNERS -INSULATE CIRCULATING HOT WATER FOUNDATIONS CHAPTER 4 DESIGN BASED UPON SCALE: NITS i--) CORNERS. WHERE FLUSH FRAMING AND EDGES SHALL BE TAPED AND PIPES TO THE LEVELS ON TABLE I. PRESUMPTIVE LOAD BEARING VALUES OF ^,, )Y GRAVEL �/ CONCRETE OCCURS, USE MIN. 160A SHEET METAL RECEIVE THREE GOATS OF JOINT AND/OR GRAVEL AT 2000 LBS PER SQUAFZ f-00T. NO CONCRETE OR MASONRY WORK JOI5T HANGERS BY "TECO" OR COMPOUND. ALLOW 24 HOURS TO DRY HEATING AND COOLING PIPING CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT 501L fI >Z SHALL BE DONE DUF:ING APPROVED EQUAL. ALL CORNERS TO BETWEEN GOATS. FINAL GOAT TO BE INSULATION. MATERIALS ARE FOUND UPON EXCAVATION OR TEST HOLE, TEMPERATURES OF 40 DEGREES F. BE MINIMUM 5/2X4 STUDS. HEADERS SANDED SMOOTH. METAL CORNER -HVAG FOR ALTERNATIVE FOOTING AND FOUNDATION WALL PIPING CONVEYING FLUIDS DESIGN TABLE 1: MINIMUM INSULATION THICKNESS FOR CIRCULATING HOT WATER PIPES -I << AND FALLING. NO CONCRETE SHALL SHALL BE MINIMUM 2/2X6 UNLE55 BEAD TO BE USED ON ALL OUTSIDE ABOVE 105 F OR CHILLED FLUIDS INSULATION THICKNESS IN INCHES BY PIPE SIZES (� BE PLACED ON FROZEN SURFACES. NO NOTED ON PLANS. MINIMUM BEARING CORNERS AND AROUND ALL BELOW 55OF MUST BE INSULATED TO HEATED WATER NON-CIRCULATING RUNOUT5 CIRCULATING MAINS AND RUNOUTS -I ADDITIVES SHALL BE ALLOWED FOR STUDS, JOISTS AND BEAMS SHALL OPENINGS. THE LEVELS IN TABLE 2. TEMPERATURE (F) UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER :2 O Z O WITHOUT WRITTEN PERMISSION OF THE BE 5 1/2". USE DOUBLE JACK STUDS ARCHITECT ALL COINGRETE IS TO BE FOR HEADERS OVER FIVE FEET IN ELECTRICAL 170-180 0.5 I.O 1.5 2.0LU MIN. 5,500 P.S.I. AT 28 DAYS $ 4,000 LENGTH. ALL WORK SHALL COMPLY WITH THE NOTES: 140-160 0.5 0.5 1.0 1.5 1 �- P51 FOR GARAGE SLAB. PROVIDE ALL NATIONAL ELECTRICAL CODE AND ALL I. OBTAIN ALL PERMITS PRIOR TO 100-150 0.5 1 0.5 0.5 1.0 O < O SLEEVES AND FOUNIATION VENTS AS STATE, LOCAL, AND UTILITY COMPANY THE START OF WORK. REQUIRED BY NYS CODE. UNLE55 CODES AND REGULATIONS. ALL INDICATED, ALL FOUNDATION CIRCUITS SHALL BE MINIMUM 15 AMP. 2. ALL BEDROOM TO BE PROVIDED TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAG PIPES O FOOTINGS ARE TO BE A MIN. 8" DEEP POWER WIRING SHALL BE MINIMUM 14 WITH ROD 4 SHELF, ALL LINEN PROJECTING 6" ON EACH SIDE OF THE AWG. CONVENIENCE OUTLETS SHALL CLOSETS TO BE PROVIDED WITH 5 z PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE: SIZE n to K FOUNDATION WALL. i�ROVIDE TWO #q- BE LOCATED 12" ABOVE FINISHED ROWS OF SHELVES. !�- l ` DEFORMED BARS CONTINUOUS IN THE FLOOR UNLE55 OTHERWISE INDICATED. TYPES RANGE (F) 2" RUNOUTS I" AND LESS 11.2511 TO 2" 2.5" TO 4" �J FOOTING. ALL 4" THICK CONCRETE ALL SWITCHED TO BE LOCATED 56" 5. DOOR TRIM AND BASE MOLDING HEATING SYSTEMS 0 SLABS TO HAVE 6X6 10/10 WELDED ABOVE THE FINISHED FLOOR UNLESS TO MATCH EXISTING LOW PRE55URE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 WIRE REINFORCING. ANCHOR BOLTS IN OTHERWISE INDICATED. SUPPLY LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 m w CONCRETE SHALL BE HOOKED 5/8" X NOTE: ALL NON-ENGINEERED LUMBER RECOMMENDED LAMPS IN ALL 4. ALL BATHROOM FIXTURES AND STEAM CONDENSATE t O 12" AT MAX. 5' O.G. PROVIDE BITUMEN TO BE DOUGLAS FIR #2 OR BETTER FIXTURES. FAUCETS TO BE SUPPLIED BY OWNER (FEED WATER) ANY I.O I.O I.5 2.0 N z EXPANSION JOINTS BETWEEN SLABS AND INSTALLED BY CONTRACTOR - AND FOUNDATION WALLS. COOLING SYSTEMS W N Q ftJ 5. FINISHES TO BE SUPPLIED CHILLED WATER, REFRIGERANT 201-250 1.0 1.5 1.5 2.0 v \ lu 3 BY OWNER AND BRINE 120-200 0.5 1.0 1.0 1.5 m v O 0 N 1.Lb It:�xl:2" I OIL zp I I I :4 A.C.O. DJ alb" OG L �- OUNTE W/ SHELVES ABOVE 2 x12 . . . D.J. . . A.C.G. DJ ®I6. . . w , 11111L�L d I I O.G. I II d> O = N fr (L A.G.Q. LEDGER 1[ DOUBLE D.J. p I WALL I5" IN. ® BATH U N O m I I BOARD ANCHORED TO UNDER HOT TUB - -j = I EACH EXISTING RIM JOIST = tVl I 6-I I G.H. - 4 iT W/ 1/2" DIAM. x b" 11 JACUZZI TODD(}t $ L ., °IR LEX15T.� - EXIST. � � 1200 Veterans Memorial Highway FURN SHOWER I I GALVANIZED THRou6Ff EXIST. N m Suite 120 FAD N BOLTS AND WASHERS AND d " r Hauppauge,NY 11788 HWH I- - X I I NUTS I6 O.G- -� OW�FR�. ; A - - w I STA66ERED I L EXIST. ® 1a(631)650-6666 v �pUMp� - - - _ -PROVIDE FLASHING L J 6 X6 AGQ WOOD F(631)650-6667 I BEHIND LLEDR6EEDR AS POST (TYP) DOWN I FIREPLACE WALL TO BE I' w I I TO 12 = p w _ ALL WHITE BRICK C(516)658-0325 W 50NO-TUBE I cV 5HELVIN6 ON LEFT 51DE HVAG I �p FILLED ON " OF FIREPLACE. :: :: :: = 24 X24 XI2 NEW WOOD DECK N XI F5500 P51 ALL BATHROOM SHALL a "xb" DECKING TO BE z - CONCRETE. MIN BE PROVIDE WITH SELECTED ' v 36" BELOW Q- / ADEQUATE PLUMBING d 2"x12" A.G.Q. D.J. 616" d 2"xl2" A.G.Q. D.J. 616" GRADE (TYP) �4 FIXTURES TO ALLOW FOR X MIN. CLEAR SPACE w F7 O.G. O.G. J/ /\ DISTANCE THROUGHOUT N I v / / / ROOMS-TOILET,SINK, LIVING ROOM z A� 4 X4 AGQ WOOD �} / / / / N 3 NOTE: COLLAR TIES p z �" TUB- AS PER 2015 3 - p POST (TYP) DOWN p% / / / / INTERNATIONAL X 3 �I = - RESIDENTIAL CODE tLf , TO BE EXPOSED WITH Q ' d TO 12 p \ SECTION R3o'f.l - WOOD PINE FINISH WITH w O 50N0-TUBE _ 'yj/ SHIPLAP �I I 1,3U I I "I FILLED W/ 5500 FSI CONCRETE. ryl / / ,6fi c SECTION R512: N F- N EXIST. F.J.FJ SPAN ND d `/ c NOTE, CONDITIONS DRAWN AND X w X X DIRECTION V.I.F. MIN 36 BELOW ( / / ,� ® / R312.1 cSUARDS. GUARDS NOTED AS EXISTIN6 ARE TO BE w 3 W I „a sy I I wl V-a" BELOW GRADE (TYP) / \/ / / / ��, SHALL BE PROVIDED IN CONFIRMED AT START OF _I _ _ _ _ _ _ _ _ _ _ _ - - - - - \/ / / / ACCORDANCE WITH CONSTRUCTION. ARCHITECT 15 TO B 10 \ SECTIONS R312.1 NOTIFIED IMMEDIATELY OF ANY NOTE: WALLS z 3 DISCREPANCIES TO BE I6'-55 " R� j O S c N THROUGH R312.1.4. PAINTED ® /8 �'' �- m NOTE: PROVIDE SHEAR R312.1.1 WHERE REQUIRED. WHITE ? ',--- .- ---- -- �� LEGEND 2 o z- W r INOTE: UPGRADE EXISTING OPEN GUARDS SHALL UP WALL HOLD DOWN GUARDS SHALL BE CONDITIONS TO MATCH N 3 N =W v (V 5R BETWEEN FOUNDATION LOCATED ALONG CONDITIONS INDICATED ON t j O O X HAVE BALUSTERS OR < y a Y- O AND FIRST FLOOR - :_-.-. ..-... _-.. _ _ - - - EXIST. CONSTRUCTION TO BE o O a # UP 3'-I I" I FIRST AND SECOND OPEN-SIDED WALKING PLANS ►u ORNAMENTAL PATTERNS - - - O W^z W O O 3 SURFACES, INCLUDING SUCH THAT A REMOVED 'z W 0"- FLOOR WALLS TO CANNOT PASS THROUGH REMAIN- PATCH AND REPAIR TO 0 z W STAIRS RAMPS AND 4-INCH-DIAMETER SPHERE -}, z LANDINGS, THAT ARE RELOCATE EX. LIGHT FIXTURES z O z O a -I IF] MAINTAIN INTEGRITY O W OF THE SHEAR WALL LOCATED MORE THAN AT EVERY DOOR AS REQUIRED- V-1" H.H. ANY OPENING UP TO A _ zo O i`f-z TT FROM FOUNDATION TO 30 INCHES MEASURED PROVIDE NEW LIGHT FIXTURE AT _ _ _ HE16HT OF 34 INCHES. AS NEW CONDITION AS REQUIRED F- �W czi NOTE: CONDITIONS DRAWN AND SECOND FLOOR IN NOTE: VERTICALLY TO THE ALL NEW ENTRY DOORS PER SECTION 1013.3 OF �' W O M W Z NOTED AS EXISTIN6 ARE TO BE DOUBLE ALL NEW EXTERIOR :WALLS ACCORDANCE WITH FLOOR OR GRADE O O , NY5 RESIDENTIAL CODE I , CONFIRMED AT START 5 THE PROVISIONS OF FLOOR BELOW AT ANY POINT - - - - - CONSTRUCTION -2 X 6 WOOD GONSTRUGTION. ARCHITECT IS TO B (TYF) NOTIFIED IMMEDIATELY OF ANY SECTION 3.4.4.2.3 JOISTS UNDER WITHIN 36 INCHES O : SMOKE DETECTORS TO B O: (O O x u a STUDS @ 16 O.G. PROVIDE R-21 i o WFGM 2015. PARALLEL ROVIDED IN ALL BEDROOMS A � DISCREPANCIES HORIZONTALLY TO THE N w HD UN-FACED BATT INSULATION EXISTING PARTITIONS PER CODE. p[ Q � o 0 CRAWL5PACE NOTE: EDGE OF THE OPEN X n AND 1/2" INTERIOR GYP. BD. (SEE o a F VERIFY EXISTING BEAM, NEW FOOTING TO SIDE. INSECT 5CREENIN6 w _ _ u ( KITCHEN PROP. VINYL SPECIFICATION AND NOTES) AND a,� ro - NOTE: UPGRADE EXISTIN6 COLUMN AND FOOTING BEAR ON VIRGIN SHALL NOT BE NOTE: COORDINATE ALL FIN15H * WINDOW TO MATCH �, o CONDITIONS TO MATCH LOCATIONS IN FIELD. UNDISTURBED SOIL CONSIDERED AS A MATERIALS WITH CLIENT PRIOR 1- 3 REF. 1/2 EXTERIOR PLYWOOD o flohn �Aw� EXISTIN6 W/T.6.CONDITIONS INDICATED ON N - NOTE: WALLS TO CONSTRUCTION- FLOOR p :: :: SHEATHING AIR INFILTRATION u M PLANS. X TO BE (2) 2 X8 HDR. u o SAW OUT EXISTIN6 CEILING, WALLS, ETC. w �u Q z o,m� W PAINTED BARRIER AND SIDING AS �� ,� FOUNDATION TO CREATE NOTE: ALL WINDOWS TO m o Y WHITE SELECTED BY OWNER. PROVIDE _ I RIGID INSULATION BOARD Q- =4x-cjN v CRAWL SPACE ACCESS kxy �>y BE 400 SERIES , ALL ASSUMED EXISTIN6 N pyy z T y J u w =N �w0 WOODR16FfT WITH LOW E4. EXIST. EXIST. _ BEHIND 51 D I NG. ��-a�d- W V WITH DOOR. < STRUCTURE SHALL BE VERIFIED IN X * � O U-FACTOR:-0.30 I I OC _ / � Q m►-u o m�� MIN. 18"x24" CLEAR FIELD. ALL DISCREPANCIES SHOULD w FAKE 3 m GG. U }w z a Q O ~ OPENING. MIN. (2) 2XI0 •• 1009Y HIGH BE BRou6FfT TO THE ARCHITECTS WOOD L - J = a - ® 1 NEW INTERIOR WALLS p Q Q ► F z p :. ATTENTION IMMEDIATELY. GO UMN - - - - - O X T 6 C. . SPAN AND 6 SHO M ► �, •m O 0 HDR. EFFICIENCY LIGHTING J I CONSTRUCTION -2 X 4 WOOD Q u PROP. (2) I "X " LVL W/GOLIRriN SUR TO BE SELECTED d1 DIRECTION V.I.F. w w p Ap O m (CFL'5 OR LED'S) . .. i .0 � 5 I' A STUDS @ 16" O.G. 1/2" INTERIOR o�>>�w�Q •• ` AIR CHANGES PER NOTE- PROVIDE ELECTRIC TO - "' ^'�'- �f �B BATH GYP. BD. a u m u HOUR ALL APPLIANCES TO -O 3-O 8-4 G.H. °° a t o O z W 2"xl0" LEDGER BOARD ANCHORED TO EAGH EXISTIN6 RIM IST O 2 b 2 6 u N u _O 1 ALL APPLIANCES MANUFACTURE SPECIFICATIONS u� a w WX 1/2" DIAM. x 6" THROUGH BOLTS AND WASHERS AND NUTS o I " O.G- P05T FROM EXI5TIN6 GLASS " NEW POURED CONCRETE " w N w Q x STA66ERED MUST BE ENERGY t�V STRUCTURAL RIDGE 2 I � ® ENCASEMENT w ,gym, u u FL 7 -PROVIDE FLASHING BEHIND LEDGER AS REQUIRED STAR CERTIFIED. LEVEL FLOORS AS REQUIRED DOWN TO PROPOSED - N o o w N dJ EXI ING G.J. SPAN AND w z m f a BEAM - • HARD WIRED SMOKE DETECTOR o O Q u o o xy G OSE REGTION V.I.F. Q z m N m z lYl 1Ox20 P. GONG. FOOTING Z NOTE: LEVEL GEILIN65 AS REQUIRED NEW 3/4" PLYWOOD r I �PANTR� 8'-3� EXIST. W/ BATTERY BACK0 -UP y��=o�� °-� W/(2) #4 REBAR W/2"x4° NEW CRAWL SPACE v~ PROVIDE (2)2"xl0" HDR 5UB- FLOOR WITH 8-3 G.H. o Q= �O Q ~KEYWAY;MIN. 56' BELOW :: O N NOTE: NEW FINISH FLOOR w Q w 3 I 18 MIN. HEIGHT , ABOVE ALL NEW WINDOWS = AS SELECTED EXIST. HARD WIRED CARBON MONOXIDE _ 6RADE. (TYPICAL) z p AND DOOR UNLE55 DOUBLE ALL FLOOR JOISTS I 4- a d N o Q f o Q I MIN. 2 P. GONG. MUD ®- UNDER PARALLEL PARTITIONS O z w DETECTOR W/ BATTERY 8" POURED GONG. SLAB OVER SMIL OTHERWISE NOTED. 0 - 8'-4" BACK-UP MIN 12" A.F.F. NOTE: COLLAR TIES v ! I FOUNDATION WALL POLYETHYLENE U_<Q~ _ m TO BE EXPOSED WITH I - O` -Oj VAPOR BARRIER u ALL EXISTIN6 PLUMBING, p O OVER b" COMPACTED CHANICA ELECTRICAL,MECHANICAL,ETC. WOOD PINE FINISH WITH I I tll d I ~ ~ ~ ~ ~ ~ GRAVEL FILL. -1 TIE NEW FOUNDATION TO PECI GAT ON5 THAT INTERFERES WITH NEW WORK SHIPLAP - N EXIST. DENOTES EGRESS WINDOW V'xlb" FOUNDATION a EXI5TIN6 FOUNDATION W/ t 8595 AFUE FURNACE TO BE REROUTED,MODIFIED, (p `� f dJ W VENTS W/ALUMINUM #4 RE m 24" O.G. t REMOVED,ETC. AS REQUIRED TO I EXISTING 13 5EER AG EQUIPMEN 2 � s u X WELL AS REQ•- VERTICAL;MINIMUM OF 2; ESTABLISH PROPER WORKING v I �• POST FROM ABOVE SITTING ON BEAM GROUT FILL SOLID GRAWLSPAGE MECHANICAL CONDITION-VERIFY ALL I � I - BEAM OR GIRDER AS NOTED ON PLAN I COORDINATE W/OWNER VENTILATION z 200 GFM � (TYPICAL) (� ONE ENERGY STAR CONDITIONS IN FIELD BATH FAN WITH AN m >� • L- - - - - - - - - - - - - - - - EX. HOUSE TRAP AND SEWER LINE " IcI�- ELEGTRONIG (2) 2 XI PROP. (2) PROP. (2) 2'XIO' - - TO REMAIN- MODIFY AS REQUIRED '1 -• F_a "_1 PRo6RAMMABLE TIMER awls cx 15 2°x1o" GxwlS OXW15 i 5 HT EXISTING DOORS TO REMAIN W Ell ,x �; TO ACCOMMODATE NEW CONSTRUCTION- VERIFY IN FIELD - - - - - - - - - - -� - - - - - - NOTE: H16H EFFICACY -O -3'-2" -3'-6y2" -3'-by2"- -3'-2" '-Oy2" • I p NEW RAISED PORCH SLAB TO BE MIN. 4" P. CONC. SLAB W/b"Xb" - LAMPS TO BE INSTALLED. 10/10 WWM OVER 5MIL COMPACT ALL HEATING LINES, DUCK WORK, x 0 POLYETHYLENE VAPOR BARRIER BAGKFILL ETC. TO BE MODIFIED AS REQUIRED I BEDROOM m = ' II'-II" G.H. NEW DOOR- SIZE AS NOTED ON z TO ALLOW FOR NEW CONSTRUCTION- - - BEDROOM T PLAN- COORDINATE WITH OWNER �0 OVER 6" COMPACTED GRAVEL Q NOTE: WINDOW FALL - = -' FILL. PROTECTION TO BE ALL DUCT WORK TO BE INSTALL _� G.H. _ XI5 STYLE AND MANUFACTURER v �0 AND MODIFIED AS REQUIRED TO �9 NEW 12" TRENCH POURED PROVIDED ACCOMMODATE NEW Imo' HT PRIOR TO ORDERING FOR ALL WINDOWS AS PER O O O O EXISTIN6 G.J. SPA AND ID CONCRETE RAISED PORCH CONSTRUCTION- VERIFY IN FIELD- - - - - - FOUNDATION- TYPICAL .xy R3122 HVAG CONTRACTOR TO FILE g DIRECTION V.1. -------------- I 80 GFM FAN TO O W W W w w p SEPARATE APPLICATION AND PLAN N �( ® Z N to N tu N ><y C LAYOUT OF ALL HEATING AND � I V p p p p p Z NOTE: FINAL ELECTRIC TO BE COOLING DUCTS AND EQUIPMENT PROP. EXTERIOR HALF PRO EXTERIOR ALF WAL EXTERIOR DETERMINED IN FIELD BY WITH LOCAL MUNICIPALITY AS 18-O PROF, (2) 2 IO I PROF, (2) 2 XIO 4 X4 POST UNLESS O O O 0 l LICENSED ELECTRICIAN REQUIRED " " " :: " " GXWIS XWIS GXWIS GXWIS ® OTHERWISE 6 Q N N d Xi iX'1 `XI i� Q NOTEDLh N N dJ p I I'-8" I I'-43/4: FOUNDATION PLAN F I RBT FLOOR FLAN � v SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" O Z GENERAL NOTES DEMOLITION NOTES: o r I. ALL HABITABLE ROOMS AND CORRIDORS SHALL BE SUPPLIED WITH FIRE/SMOKE AND CARBON MONOXIDE DETECTORS WITH 12. ALL ANCHORS, STRAPPING AND CONNECTORS AND HARDWARE TO BE SIMPSON STRONG TIE OR AN APPROVED MANUFACTURE BATTERY BACKUP AS PER NFPA 72 AND 2020 NEW PORK RESIDENTIAL BUILDING CODE AND TO BE INSTALLED AS PER MANUFACTURE WRITTEN INSTRUCTIONS- UNLESS OTHERWISE NOTED I. REMOVE PARTITIONS SHOWN TO BE REMOVED AS NOTED ON DWGS.- SHORE AS REQ'D AT LOAD BEARING (�z PARTITIONS SEC. R514 AND R315. EXISTINO DWELLING UNDERGOING REPAIR,ALTERATION, AND/OR ADDITION SHALL BE PROVIDE WITH 15. ALL ENGINEERED LUMBER TO BE CLADDED AND SEAL AS REQUIRED TO PROTECT AGAINST THE WEATHER ENVIRONMENT 2. CONTRACTOR SHALL BE CAREFUL AS TO NOT DAMAGE EXISTING CONSTRUCTION THAT REMAIN AND SHALL/ lu SMOKE ALARMS AS PER APPENDIX J. CARBON MONOXIDE ALARMS TO BE IN ACCORDANCE WITH SECTION a15 OF THE 2015 REPAIR ANY OF THESE DAMAGES AS REQUIRED. lu >Z INTERNATIONAL FIRE CODE ( CARBON MONOXIDE ALARM TO BE PROVIDE ON EACH FLOOR WITHIN 15 FEET OF SLEEPING AREA, 14. ALL INTERIOR DOORS SHALL RECEIVE (2) 2X8 HEADERS - UNLESS OTHERWISE NOTED 3. CONTRACTOR SHALL RE-ROUTE, RELOCATE OR REMOVE (AS REQ'D) ALL EXISTING ELECTRICAL„ PLUMBING AND ANYWHERE CONTAINS CARBON MONOXIDE SOURCE) 15. ALL NEW WINDOWS AND EXTERIOR DOORS IN NEW ADDITIONS SHALL RECEIVE (2) 2X10 HEADERS-UNLESS OTHERWISE NOTED HEATING LINES THAT INTERFERE WITH NEW CONSTRUCTION. 16. ALL NEW WINDOWS AND DOORS ARE TO BE ANDERSEN 400 SERIES OR EQUAL- COORDINATE WITH OWNER ON STYLE- MODEL 4. REMOVE ALL EXISTING VINYL FACADE, PREP AND MODIFY FOR NEW CONSTRUCTION < 2. ALL ELECTRIC WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE N.E.G. NUMBERS ARE DESIGNATED ON PLAN- INSTALL ACCORDING TO MANUFACTURE SPECIFICATIONS 5. STRIP AND REMOVE EX. ROOF CONSTRUCTION - PREP AND MODIFY CONSTRUCTION TO RECEIVE NEW ROOF ^ 5. ALL CONDITIONS AND DIMENSIONS TO BE VERIFIED IN FIELD BY THE GENERAL CONTRACTOR AND REPORT ANY 17. WHERE RAFTERS AND JOISTS FRAME INTO OTHER WOOD BEAMS, PROVIDE 12 GAGE GALVANIZED STEEL JOIST HANGERS AND CONSTRUCTION AND SECOND FLOOR () O nZ O DISGREPANGIES TO ARCHITECT c1RIOR TO START OR CONTINUATION OF WORK STRAPS AND WHERE WOOD BEAMS FRAME INTO OTHER WOOD BEAMS, PROVIDE 7 GAGE GALVANIZED STEEL SADDLE TYPE HANGER � !� 4. NO GALV. NAILS OR CONNECTORS IN AGQ. LUMBER ARE PERMITTED. ALL CONNECTORS AND FASTENERS FOR AGQ BOLTED THROUGH BEAMS- ALL HANGERS, STRAPS, ANCHORS, ETC,. SHALL BE MANUFACTURED BY 5IMPSON STRONG TIE. (� X LUMBER MUST BE STAINLESS STEEL OR HOT DIPPED GALVANIZED G-185. 15. ALL ENGINEERED LAMINATED WOOD BEAMS SHALL BE MANUFACTURED BY GEORGIA-PACIFIC, AND SHALL BE INSTALLED AS PER O < O 5. AS PER N.Y.S. CODE SEC. R510 EACH HABITABLE ROOM SHALL HAVE AT LEAST ONE OPERABLE WINDOW FOR EMERGENCY MANUFACTURE'S WRITTEN INSTRUCTIONS AND SPECIFICATIONS OR APPROVED EQUAL. F O EGRESS WITH A MINIMUM CLEAR OPENING OF 5.7 SQ. FT. (GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM CLEAR OPENING OF Ia. FINISH FLOOR IS EXISTING AND TO REMAIN. PATCH AND REPAIR AS REQUIRED. VERIFY AND COORDINATE FINISH FLOOR O 5.0 50. FT.). THE MIN. HT. OF OPENINGS TO BE 24" AND MINIMUM WIDTH TO BE 20" AND THE BOTTOM OF OPENINGS NO HIGHER MATERIAL W/ OWNER. NEW FIRST FLOOR TO ALIGN AND MATCH WITH EXISTING n/ m THAN 5'-8" A.F.F. 20. EX. FINISH CEILING TO BE REMOVED AND REPLACE WITH NEW SECOND FLOOR CONSTRUCTION. VERIFY AND COORDINATE l� ca z 6. ALL WOOD POETS SHALL BE BUILT UP WITH (2) 2X4'5 NAILED TOGETHER W/ IOd NAILS @ 8" O.G. UNLESS OTHERWISE NOTED FINISH CEILING MATERIAL W/ OWNER. D_ ,U-``�I Q 7. ALL NEW DOOR $ WINDOW HEADS TO BE MOUNTED TO MATCH EX. ON FIRST FLOOR AND SECOND FLOOR AT 6'-8" - UNLESS 21. ALL STEEL POSTS SHALL BE 5 1/2" DIAM. 5CHED. 40 GALVANIZED PIPE COLUMNS UNLESS OTHERWISE NOTED. V p OTHERWISE NOTED 22. ALL STEEL BEAMS, GIRDERS, HEADERS TO HAVE 5 1/2" DIAM. SCHED. 40 PIPE COLUMNS @ EACH END UNLESS OTHERWISE 8. ALL NET/ TILE AREAS IN BATHROOM/KITCHEN SHALL RECEIVE Y2" CEMENT BD. AND A ALL OTHER AREAS IN NOTED- SIZE POST GAPS AS REQUIRED BATHROOM/LAUNDRY/KITCHEN SHALL RECEIVE Y2" MOISTURE RESISTANT GYP. BD. tt--- WM 25. ALL STEEL BEAMS/GIRDERS TO BE GALVANIZED, ZING COATED, PAINTED AND/OR GLAD AND SEALED AS REQUIRED ►n _ O 7 C1. ALL FRAMING SHALL COMPLY WITH THE 2001 WOOD FRAME CONSTRUCTION MANUAL. TO PROTECT AGAINST THE WEATHER ENVIRONMENT z z 10. ALL EXTERIOR PORCH/DECK/ STAIR FRAMING TO BE AGQ LUMBER-U.O.N. 24. ALL ELECTRIC TO REMAIN AND MODIFIED TO ACCOMMODATE NEW CONSTRUCTION. NEW ELECTRIC TO BE INSTALL IN v z 11. ALL ELECTRIG TO REMAIN AND MODIFIED TO ACCOMMODATE NEW CONSTRUCTION. FINAL ELECTRIC TO BE DETERMINE IN THE NEW ADDITION. FINAL ELECTRIC, TO BE DETERMINE IN THE FIELD - > ui FIELD 25. ALL PLUMBING TO REMAIN AND MODIFIED TO ACCOMMODATE NEW CONSTRUCTION. NEW PLUMBING TO BE INSTALL IN NEW ADDITION. FINAL PLUMBING TO BE DETERMINE IN 7HE FIELD O p p 4•GONGR;ETE SLAB W/ 4" FRESH AIR VENT a•xb"10/10 I bW J THROUGH ROOF ZOWAGT GRAVEL FILL I T Cl U Cs Q`C O<N N L L t C :! ITFC r P C. FINISH TO BE SELEGTID PITCH SLAB 13" I TODD O'CO NELL.AIIA 4 CULTURED S'ONE FAZE — I 1200 Veterans Memorial Highway TO BE5ELEGTED ' Q p (1°qb I Suite 12G 4�/ npO °p Hauppauge,NY11788 ®° p a{ a III q — WHIPAZT FILL BATHROOM BATHROOM ___- P 631)650-6666 _ BATHROOM BATHROOM F(631)650-6667 FINISHED GRADE --T,-------� Z„ --T —,`---_--_ _ _-.r------ I i C(516)658-0325._. 12•POURED CONCRETE -- r--SHOWER I I I SHOWER FOUNDATION r I I I I I I I SHOWER SHOWER d. � (s)M4 RE-BAR I 1 o 'd �• I I I/2" I : I I/2" j I I DW I DW GW 4' ,�\ ,•✓4 ,-° '`4_ FIRST I I I FIRST0 F FLOOR i TUB i I " I " FLOOR If .�---I 3 2 2 5 2 2 2 2 2 Hw Hw Hw Hw—►wv Hw— Hw Hw Hw—Hw Fw Hw ►ry <; iz i s 1� PORCH DETAIL G.O. G.O. C, —�: — — — — —C14 CM — �—�: �—�—cm CA y SCALE: 5/4" = 1'-0" GGNNEGT TO y2"EX STI NG WASTE �L cw—cw—cm—cw—ur Hw—per I.wv crq— —.—ur 1!1 P3103.1 ROOF EXTENSION HWH = BAGKFLOW S W= m OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE 0 O Z— W TERMINATED NOT LESS THAN 6 INCHES ABOVE THE ROOF OR b PREVENTER -<a W W W INCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION, V =W—H WHICHEVER 15 GREATER.WHERE A ROOF IS TO BE USED FOR W J C 3 0 ASSEMBLY,AS A PROMENADE,OBSERVATION DECK OR y 0 y Q # SUNBATHING DECK OR FOR SIMILAR PURPOSES,OPEN VENT PIPES SHALL TERMINATE NOT LE55 THAN?FEET ABOVE THE F•Z _Z O W a J W I— P5103�2 FROST CLOSURE Z W WW Z Z J _ a WHERE THE 415 PERCENT VALUE FOR OUTSIDE DESIG 0 N Z U Z C� TEMPERATURE 15 O•F OR LESS,VENT EXTENSIONS THROUSH A F=W F-W C.)ROOF OR WALL SHALL BE NOT LESS THAN 3 INCHES IN LL ixWC)WW� DIAMETER.ANY INCREASE IN THE 51ZE OF THE VENT SHALL BE ZI Y OMADE F THE BUTILDIN6 AN I FOOT INSIDE THE THERMAL ENVELOPE FLUME3 1 1�I O /�/�A5TE D I AORAM FLUME3 1 I�I O 5UPPL I D I AORAM1 ' ~ m 9 _Jw v SCALE: N.T.S. ° j z o 0 TABLE P3201.'! o SCALE: N.T.S. SIZE OF TRAPS FOR PLUMBING FIXTURES _ TRAP 51ZE PLUMBING FIXTURE MINIMUM (INCHES) F V LU O w m U z0�LL O BATHTUB(WITH OF WITHOUT SHOWER HEAD AND/OR 1 1/2 U Q z it- P W WHIRLPOOL ATTACHMENTS) CLOTHES WASHER 5TANDPIPE 2 BIDET /4 ° ��U Q z LU DISHWASHER ON SEPARATE TRAP 1 1/2 FLOOR DRAIN 2 }Q N~z° H V 0 Vuull�axppNOOwO = KITCHEN SINK(ONE OR TWO TRAPS,WITH OR I I/2 O Q_1�Q K Q O p QOoow� WITHOUT DI5Hw6HER AND FOOD WASTE D15Po5ER) NEW BEAM N°m w° 0-An.- LAUNDRY TUB DNE OR MORE COMPARTMENTS 1 1/2 w° >O �O M I I/4 SHOWER(BASED ON THE TOTAL FLOW RATE �U FLAW RATE" E�O� VIP P z THROUGH SHOVADS AND BODYSPRAYS) 5.T GPM AND LESS 1 1/2 v v—w Q 4 MORE THAN 12. GPM UP TO 12.5 GPM 2 FLOOR JOISTS K U N MORE THAN 12 3 GPM UP TO 25.5 GPM 4 o V Olu � U F TO BE CONNECTED TO NEW o Q O (p BEAM BY SIMPSON z F N V} z o STRON(9-TIE (LU5 SERIES) SIZE ��o�i�T_O iz w Z AS REQUIRED OR °Q r Q -Q APPROVED EQUAL zq y EXJNEW FLOOR JOISTS =QQNOQOV Q PROVIDE ICE PROTECTION AS PER R405.2.77.I WHICH LUSH BEAM I;)ETA I L CONSISTS OF AT LEAST 2 LAYERS OF UNDERLAYMENT CEMENTED T06ETHER 47R A SELF-ADHERING POLYMER 12 � SCALE: 5/4" = P-O" W- MODIFIED BITUMEN 5ET TO EXTEND A FROM EAVE'5 EDGE TO A MIN. OF 24" INSIDE THE EXTERIOR WALL j LINE OF THE STRUCTURE q FZ-25 BATT IN5ULATION 2x5 R.R. m 16" O.G. to 1/2" GDX PLYWOOD SHEATHINS Z ASPHALT 5HINOLE5 TO MATCH EXIST z W OVER 15# BUILDING FELT _� NEW GUARDRAIL AND HAND GYPSUM WALL BOAFZ7 DECORATIVE COLUMN COVER :U RAIL- SEE DETAIL 2/A.3 FOR Z v m NEW GUARDRAIL AND HAND Q VENTED VINYL SOFFIT MORE INFORMATION :U RAIL- SEE DETAIL 2/A.3 FOR Q bxb AGQ COL i m MORE INFORMATION AL.UMNIUM DRIP EDGE Z HURRICANE ANCHORSFAS i O MATGF�EXIST.IA T MANUFACTURED BY j �� H SIMPSON STRONG-71E CONNECTORS MODEL P1o. �i� z z z Z z H25A OR APPROVED i %uxb" COMPOSITE OR ACQ EOUIVALEENT AT DEGKIN6 / Z N q) M M N ALUMINUM :SLITTER EVERY BEAM TO , s/4"xb" COMPOSITE OR AGQ O W W W W W Q TO MATCHEXIST 2x12 AGQ J015T o I6" O.G- JOISTS JOIST CONNECTION / W AGQ DECKING PLANKS DEGKIN6 v Q Q Q Q Q Z I-O O.H. VARIES- SEE FLOOR PLANS E30T1•I SIDES / 2x12 AGQ JOIST m 16" O.G.- JOISTS _ N ry AGQ 2x12 61RDER BOLTED- AS USE 51MP50N Z-MAX OR HDG CONNECTORS VARIES- SEE FLOOR PLANS ry N N SHOWN- 61RDER VARIES- SEE () O > FLOOR PLANS TO INCREASE CORROSION RESISTANCE / '— ACQ 2XI2 61RDER BOLTED- AS (V N N N N N Q FOR ALL HARDWARE IN CONNECTION NEW AGQ DECK JOIST ® I6" O.C. SHOWN- GIRDER VARIES- SEE �`) to Q %"-t 6ALV. STI.. BOLTS dl <t R-21 GATT INSULATION W/AGQ LUMBER. FLOOR PLANS s/e"m 6ALV. STL. BOLTS 2x6 STUDS • 16" O.G. 4x4 AGQ POST NEW AGQ BEA P05T GAP MANUFACTURED BY SIMPSON # I/2" GDX PLYWOOD SHEATHING POST GAP MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS MODEL No. B052-5/6 bxb AGQ POST TYVEK HOUSE WRAP STRONG-TIE CONNECTORS MODEL No. B052-3/6 OR APPROVED EQUIVALENT INSTALLED OR APPROVED EQUIVALENT INSTALLED 1 IN POLYSTYRENE RI61D INSULATION BE SE�TE IRT TO AS PER MANUFACTURES SPECIFICATIONS AS PER MANUFACTURES SPECIFICATIONS OPTIONAL SKIRT TO SIDING TO MATCH EXIST DOUBLE DECK JOIST UNDER HOT xb AGQ TRIPLE COLUMN I BE SELECTED f n 3/4" PLYWOOD SUBFLOOR j COLUMN BASE MANUFACTURED BY SIMP50N STRONG-TIE lu 2xB F.J. � I6 O.G. I I MODEL No. 055066-5052 INSTALLED AS PER MANUFACTURERS R-25 GATT INSULATION .c.-. v a I' • ,� SPECIFICATIONS OR APPROVED EQUIVALENT ,1 t 2x6 AGQ SILL PLATE r ' O J-1--1 12"4) P.CONC. SONOTUBE a TERMITE SHEILD d SILL INSULATION ( `( GRADE i I 056" BELOW GRADE: MIN. ex JI I I 4 ( I I a z I I l MASTIC DAMPROFFIN d 24"x24"xl2" P.G. FOOTING SEE DECK STRAP DETAIL ON A.5 '— dJ a' 2 0 50NO TUBE WITH HELICAL PILE #4 8" P. GONG. FOUNDATION WALL ° FILLED SOLID ( HOOKED a' 2"0 SONO TUBE FILLED SOLID << n` a W550OPsi P. CONC. \ RE-BAR- I I a W/35 sl P. GONG. FOOTING o MIN 56" / I \ EXTEND I I OOp 1 1 ' . BELOW GRADE / FULL HT. a 1I. � O� O z a a s OF PIER I I 24"x24"xl2" DEEP 5500 5i 2" P. GONG. MUD SLAB PROVIDE � d 7 p 1111 tt t EXPANSION JOINT AT WALL m ° \ / a. 114 c BP.ELOW . FOOTING o MIN 56" c�J-1 .l__ xN RADE 2x4 KEYWAY I \ / v , r W I Ox20 P. CONO. SPREAD PTO. °'' a \ / m a I I O O a a . MIN 36"BELOW GRADE � � J �� a I I ° a OL Q z #4 REBAR MIN. 3" GONG. COVER O d v z 4 a (1 t 0 24" QW F- 20" W DECK DETAIL DEOK STRAP DETAIL 1 E T " o z GAG I7�T�I L (U1�D�fi� SOT TU�3) cv 0 • W Q U SCALE: I -O SCALE: 3/4 -O SCALE: I„ = I O„ v w Z YALL DETAIL SCALE: 1" = 1'-O" O d v 7 0 q) Q 7"q ff T Z�77,113 A101), C�ONNF 1.1 � 1 0T'ARCM C CT P. C. 12 i j� v mil) 12 MATO�i MAT TODD C'CONNELL,AIA EXI57 . 4 ROOF INO TO ffff— 1100 Vell1l,M1,11ill Hi,hv,,, i: BE 5ELEOTED uite 120 ij HauppSauge,NY-1 1788 , P(631)650-6666 SIDING TO BE -6667 F(631)650 -M J, 5ELEC.TED -0325 C(516)658 WINDOWS TO Ij lii"O%LL:L� BE SELECTED PROPOSED FLYING GABLE —7 WINDOW TRIM TO II F 11 1 0 0 E3E SELEOT�D POOR TO BE 14 7 5ELEC.TED Q. is STONE FINISH TO BE5ELEOTEP lilt 17_i Lr- z 0 z FRONT ELEVATION 92>K 50ALE: 114" = I'-O'f Ow con < < LA Lj LZ La Ix 0 # 0 z z OMZOUQ Z La La 2FO La z z _J 0 z PROpO5r=r.> 21IX5" R.R. a 16 w Q E M I" O.G. 77' Y OWL PROVIDE ICE PROTECTION AS QL PER 2020 NYSRC, J <8,v y NOTE: ...... < WHICH CONSISTS OF AT LEAST 2 LAYERS ALIGN ALL FASCIA Z z 0 IL OF UNDERLAYMnT CEMENTED 50ARZ)5. ALTER SOFFIT 7, fu T00ETHER OR DEPTH A5 PZEOUIRED A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO EXTEND A FROM EAVE'S EDGE TO A NOTE .... < MIN. OF 24" MIDI- THE VENT ALL CONCZALED EXTERIOR WALL LINE Root= 5FACE5 OF THE STRUCTURE-ROOF LE59 "J, C,Z.W> 91 -7 THAN 45:12 PITCH MUST ICE SHIELD ENTIRE ROOF if-6 v LU ROOF95:1RTEEPERENO14) - 0 1, REGUIRES MIN 5 FT. FROM EAVE - 3, EDGE LL y lo N U I tu kn "k, UJ) PROPOSED FLYING A , 2Xe, COLLAR/rim alblC LU Z () ' 15 SEE 5F-c,TION y y LU U 60 77-- -7 -7 -7 11-- Ir- I- R16HT 51PE ELEVATION SCALE: 114" = V-O" CONGEALED ALUMINUM SHllsla AS a IRED-TYP. ASPHALT 5HIN6 AS SELECTED OVER 15# BUILDINO FELT PAPER OVER —1/21, C,DX PLykqOOD_1 SHEATHING- TlrP. z z qj) qj) LU 11-1 z z _F'_R U P--. XI Z RID�_E Pf z0vir I- RI E NTINA5 RE0.__ y < < z rF z-711 A Q ------------ ............... 501, PROPOBED, FLYIN(S GABLE NO FINISH MATERIAL LU UNDER LAYOVER ROOF REAR ELEVATION Z 0, Z lu BE SELECTED BY OWNER ON I"X(o"FASCIA E30ARD W/1/ENTEDSOFFIT �� — — — — — — — — — — — — — — — — — — — — — — — — — — - 1- - - - - - - - - - - - - lu ( fu PROPOSED FLYING GABLE ROOF IN6 TO V> Z A SELEOTED ROOF FLAN LU z 50ALE: 1/4" = I'-o" 2-,b C)INO TO BE 5ELEOTEP 1 NlNr�)ON5 TO 1 Ll 1! z BE SELECTED INDOV4 TRIM TO B SELECTED RAILINO TO _LECTED z ONE FINISH TO LEFT 5CE < ELEVATION B 5ELECTED SCALE: 1/4" = V-0-1 O < Q 0 7 La .................... I kDxR 4 DRYER UNDER L 1--:COUNTE K/ SHELVES ABOVE A-iTODD WCONNULI z 2"xI2" A.C.G. 016" O.C. q-2 x G.Q.. P.J. cliro 1 5� 6%.'- OIL IiAkCPITECT P. C. <t- > Z-1 A.C.Q. LEDGER W .6 DOUBLE D.J. HALL 15 IN. BATH I ii 6 tu ANCHORED TO UNDER HOT! B C.H. TODD O'CONNELL,AIIIA EACH EXISTING RIM JOIST z I'l 2 12'BOARD E 1ST. 1200 Veterans Memorial Highway W 1/2" DIAM. x 6" EXIST. V-P F NZ SHOWER 6ALVANIZED THROU6H EXIST. Suite 120 cj 0 BOLTS AND WASHERS AND Hauppauge,NY 11788 HWHFF -I FURN ,HE,� __�H_P x NUT5 0 It?" O.C.- EXIST. I I 11 SUMP STA&eE-RED L P(631)650-6666 Lid! - - - -PROVIDE FLASHIN& L _J(b--X&-- ACO WOOD ul 0 �n / \ j ' _,, I '' iiF(631)650-6667 -0325 PUMPS C(516)658 Id BEHIND LEDGER AS POST (TYF) DOWN x FIREPLACE WALL TO < REOU I RED lu I! LU TO 12 (p ALL KHITE BRICK, < SONO-TUBE SHELVING ON LEFT SIDE T_ JI, L FILLED ON OF FIREPLACE. A _J^1 V400D DEctr, HVAC, 24"X24"XI2" W-0 HT. FOOTING K/ �"xb" VECKIN6 TO BE :! XI 5500 PSI ALL BATHROOM SHALL CONCRETE. MIN BE PROVIDE WITH SELE0 ED V /Tl\ ADEQUATE PLUMBING 1173 1 56 BELOW _j FIXTURES To ALLOW FOR x < < VxI2" A.C.O. D.J. 0161, &RAVE (TYP) MIN. CLEAR SPACE lu 2"xI2" A.C.G. D.J. 016 O.C. O.C. DISTANCE THROUGHOUT LIVINQ ROOM ji ROOMS- TOILET, SINK, ij�j: ! !"', i: TUB- AS PER 2015 0 411X411 ACG WOOD 01 INTERNATIONAL x POST (TYP) DOWN Ir "j RESIDENTIAL CODE LU TO 12 11 0 O 11 ,I .1 I' I ; E' I. a I: , (, E ,�" /`!, /1 ;' // .O < SECTION P-50-1.1 O ILI 50NO-TUB 4� FILLED W 5500 SECTION FZ312: ji 11 1! 'v, jL 4D PSI CONCRETE:. 0� r/ / c. / NOTE CONDITIONS DRAWN AND x EXIST. F.J. SPAN A • Al VI MIN 56' tu lu BELO R512.1 GUARDS. OUAR05 ARE To BE X DIRECTION V.I.F. NOTED AS EXISTINC x tu GRADE SHALL BE PROVIDED IN CONFIRMED AT START OF BELOK ACCORDANCE WITH CONSTRUCTION. ARCHITECT 15 To BE / / NOTIFIED IMMEDIATELY OF ANY NOTE: WALLS z B: - - - - - - - - - - SECTIONS R512.1 Lft DISCREPANCIES TO BE L4 THFZOU(5H R312.1.4. PAINTED Sz Mn I FE \1/ WHITE 0>-- z NOTE: PROVIDE SHEAR R512.1.1 KHERE REGUIREV. NOTE UP&RAVE EX15TIN6 \O LEGEND 2pz WW UP WALL HOLD DOWN GUARDS SHALL BE OPEN OUARV5 SHALL >-c-x W=L, La CONDITIONS To MATCH U In 5 R. BETWEEN FOUNDATION LOCATED ALONG x HAVE BALUSTERS, OR =) -C CONDITIONS INDICATED ON lu D;3 5� - - - EX157. CONSTRU(�,TION TO BE OW # AND FIRST FLOOR OPEN-51DED KALKIN& PLANS. LU ORNAMENTAL PATTERNS (-n N - 031- NALL5 AND BETWEEN SUCH THAT A REMOVED _j W UP 51-111, FIRST AND SECOND SURFACES, INCLUDING FLOOR WALLS TO STAIR-5, RAMPS AND 4-INCH-DIAMETER SPHERE EXIST. CONSTRUCTION 70 BE :5 z Fzz MAINTAIN INTEGRITY LANDINGS, THAT ARE RELOCATE EX. LIGHT FIXTURES CANNOT PA55 THROUGH REMAIN- PATCH AND REPAIR 70 z W!�:i a powz OF THE SHEAR WALL LOCATED MORE THAN AT EVERY DOOR AS REQUIRED- 6--l" H.H. ANY OPENING UP TO A NEW rON17)17ION AS REGUIRED z it:2(�n x 0) ........... 50 INCHES MEASURED PROVIDE NEW LIOHT FIXTURE AT HEIGHT OF 54 INCHES. AS I-W�z W L)M FROM FOUNDATION To NOTE. W Li 0!�M W __7 i NOTE: CONDITIONS DRAWN AND SECOND FLOOR IN VERTICALLY TO THE ALL NF_Vq ENTRY DOORS PER SECTION 1015.5 OF NEW EXTERIOR WALLS e e,% NOTED AS EX15TIN6 ARE TO BE ACCORDANCE WITH DOUBLE ALL FLOOR OR GRADE NYS RESIDENTIAL CODE I CONFIRMED AT START OF THE PROVISIONS OF FLOOR BELOW AT ANY POINT (TYP) CONSTRUCTION -2" X 6" WOOD CONSTRUCTION. ARCHITECT 15 TO BE SECTION 5.4.4.2.5 JO15T5 UNDER NOTE SMOKE DETECTORS TO BE (000 o 1 1 - STUDS @ 16" O.G. PROVIDE R-21 NOTIFIED IMMEDIATELY OF ANY WITHIN 56 INCHES x �Ml_ DISCREPANCIES KFCM 2015. PARALLEL HORIZONTALLY TO THE PROVIDED IN ALL BEDROOMS AS 0 tu HD UN-I`ArE[�) BATT INSULATION 171, YI z 10 EXISTING PARTITIONS EDGE OF THE OPEN PER. CODE. 5� '(F. ED. (SEE 1AA NOTE: AND 1/2'' INTERIOR 0' yl, ")'0 6 tu x:,: CRAKL5PACE VERIFY EXISTING BEAM, F NEW FOOTING TO SIDE. INSECT SCREENING K I 04H N SFECIFI�,A710N AND NOTES) AND NOTE: UPC-4ZADF_ EXISTING SHALL NOT BE v lull-I-C3001 0 COLUMN AND FOOTING BEAR ON VIRGIN NOTE: COORDINATE ALL FINISH eA 0 Wo �-Iyy� 0- 0_j-,I D-:k CONSIDERED AS A 2 REF 1/2" EXTERIOR FLYNOO1-,) CONDITIONS TO MATCH LOCATIONS IN FIELD. UNDISTURBED SOIL MATERIALS KITH CLIENT PRIOR vW0_ CONDITIONS INDICATED ON OUAT;U�). 0 SHEATHING, AIR INFILTRATION 0 law:p T -------- TO CONSTRUCTION- FLOOR, "Z.I's T LL 5� lu> PLANS. CEILING, NALL5, ETC. LU 2 COLLAR TIES alb" O.c.,. BARRIER AND I.SIr7)INO AS cl'b" AFF. 0 lu NOTE: ALL KINDOK5 TO SELECTED 5"r OWNER. PROVIDE n Z_ BE 400 SERIES I'' R100 INSULATION BOARD -<3 z 9 KOODRIOHT WITH LOW E4. NOTE: ALL A55UMED EXISTIN& I pK 4 tu 0 U-FACTOR: STRUCTURE SHALL BE VERIFIED IN x Y EXIST. EXIST. RELOO. Exi BEHIND SIDING. 2: FIELD. ALL DISCREPANCIES SHOULD LU X • SH00:50.50 0 TUB NEV4 INTERIOR NALLS <0 BE BROUGHT TO THE ARCHITECTS L - __J :k W�y 9" 100% HIGH ATTENTION IMMEDIATELY. - - - - - - - - �,00 5 Do E 9,2060o�'o-Ifi YI CONSTRUCTION -2'' X 4'' V400D < a EFFICIENCY LIGHTING E30x/ U D <,I�l.cu,,,z-0 0 c,, 1 0�,- K d) STUDS @ 1&'' O.r�. 1/2'' INTERIOR �1,1�1- -7 (6FL'S OR LEDS) ZO(),0-5 v W.I--�12 BATH 6LAS5 L AIR CHANCES PER NOTE- PROVIDE ELECTRIC TO GYP. BD. HOUR ALL APPLIANCES TO 10 EXISTING G.J. AN AND HFA 2"xIO" LEDGER BOAANCHORED TO EACH EXISTING RIM JOIST ALL APPLIANCES MANUFACTURE SPECIFICATIONS M NEW POURED CONCRETE k# 1/2" DIAM. x 6" THROUGH OLTS ANI2 KASHER-5 AND NU1-.; a 16" O.C.- • DIRECTION V.I.F. SLOPE MUST BE ENERGY -PROVIDE FLAS STAGGERED STAR CERTIFIED. NOTE. WALLS 0 LL fy T HI BEHIND LEDGER AS REQUIRED TO BE 0 1- FLOORS AS REQUIRED] i HARD V41RED 5�-10<E DETECTOR PAINTED O OSAW CUT EXISTING PANTRY 0 VW/ BATTERY 15AC�,r,-UF FOUNDATION TO CREATE �_ILINC-75 AS RE :L iox2o P. rv4C. FOOTI NOTE: NEW 5/4* PLYWOOD <0 UI A z 0 lu x rR7 Z V-5" C.H. 01-05ET :EX:,5 T ly W fy CRAWL SPACE AOCE55 SUB- FLOOR WITH 10 PROVIDE (2)2"xIO" HDR V-5" C.H.PV(2) #4 REBAR PV 2" 4* NEW CRAWL SPACE 6<(L WITH DOOR. NF-11 FINISH FL lu I ABOVE ALL NEW WINDOWS NOTE: IV' MIN. HEIGHT AS SELECTED < KEYAAY;MIN. 56" BEL HARD WIRED CARBON MONOXIDE it MIN. 24"x1e>" CLEAR. FLOOR ---------------V GRADE. "PICAL) 10 z 01 AND DOOR, UNLESS DOUBLE ALL FLOOR 1015T5 o C, A Q-x UNDER PARALLEL PARTITIONS 3: 1 MIN 2" P. CC OPENING. MIN. (2) 2XIO OTHERWISE NOTED. DETECTOR VV BATTERY 5" POURED CONC. 'No � HDR. EXIST. SLAB OVER 5XIL -i r�_ X E3Ar,<-L)F MIN 12" A.F.F. FOUNDATION WALL POLYETHYLENE C<< 1;�_VAPOR BARRIER CDcV xt ALL EXISTING PLUMBING, OVER 6" COMPACTED 0() -1 - 0 CHANICAL ELECTRICAL,MECHANICAL,ETC. _A_ DENOTES EGRESS NIN:-,)ON X To () GRAVEL FILL. = I TIE NEW FOUNDATION TO PEC THAT INTERFERES WITH NEW WORK EXIST. -A_-\ N v-1 IFICATION5 To BE REROUTED,MODIFIED, J, Wx 6" FOUNDATION EXISTING FOUNDATION K/ ? &5% AFUE FURNACE ��/j,0: TS kV ALUMINUM #4 REBAR a 24" O.G. EXISTING • ? 15 SEER Ar. EauipmEwr REMOVED,ETC. AS REQUIRED TO < > V, a- F05T FROM ABOVE SITTING ON BEAM WELL AS REO.- VERTICAL;MINIMUM OF 2; ESTABLISH PROPER WORKING GRAWLSPAGE MECHANICAL qQ1 ORDINATE A/OWNER (5ROUT FILL 50LID CONDITION- VERIFY ALL tn cl -I BEAM OR GIRDER AS NOTED ON PLAN x (7(FICAL) VENTILATION � 200 CFM CONDITIONS IN FIELD Q 0 ONE ENERGY STAR 0� BATH FAN WITH AN n EX. HOUSE TRAP AND SEWER LINE 2" 1 > TO REMAIN- MODIFY AS REQUIRED %H -- - - - - - - - - - - - - - ELECTRONIC XIS 0 15 0XI5 CIX15 SitX� T PROGRAMMABLE TIMER To ACCOMMODATE NEW [.�_- - 75: y 14 U EXISTING DOORS TO REMAIN 77 CON15TR�UCTION- VERIFY IN FIELD - t .21 II NEW 2"xW LEDGER BOARD ANCHORED TO EACH NOTE. HIGH EFFICACY 12 -*-2'-8"- -3'-3% 3'-3�2"-- 2'-8"- 2'"�2" I Q EX15TIN67 RIM JOIST W 1/2" DIAM. x 6" THROUGH LAMPS TO BE INSTALLED. J'Wb" COMPOSITE E3Er,>Room NEW DOOR- SIZE AS NOTED ON BOLTS AND HASHERS AND NUTS a lb" O.C.- ALL HEATING LINES,MUCK PiORK, x z 0 ETC. TO BE MODIFIED AS REQUIRED v DECKIN& OVER 2"xe," lu I I'-11" STA00ERED To ALLOW FOR NF-104 CONSTRUCTION- BEDROOM tr FLAN- COORDINATE WITH OWNER O -PROVIDE FLA5HINC7 BEHIND LED&ER AS REQUIRED NOTE: WINDOW FALL lb" O.C. PROTECTION TO BE ALL DUCT WORK TO BE INSTALL V-5" C.H. STYLE AND MANUFAGTURER PROVIDED AND MODIFIED AS REQUIRED TO 511HTI z z PRIOR TO ORDERING cj U U ACCOMMODATE NEW 0 0 K FOR ALL KINDON5 AS PER CONSTRUCTION- VERIFY IN FIELD- z z o IU (2 2"x,5" A.C.G. DROPPED BEAM JR312.2 I HVAC CONTRACTOR TO FILE EX15TIN5 G.J. SPAN AND > < < z SEPARATE APPLICATION AND PLAN DIRECTION V.I.F. �50 CFM FAN TO ip U 777--1 LAYOUT OF ALL HEATING AND EXTERIOR 0 IFCOOLING DUCTS AND EQUIPMENT i NOTE: WITH LOCAL MUNICIPALITY AS PROP. EXTERIOR HALF PRO EXTERIOR ALF WAL m DETERMINED IN FIELD BY Q Q Q F;MOUIRED 4"x4" POST UNLESS LICENSED ELECTRICIAN I EXIST. d) < EXIST. EXIST. I EXIST. OTHERWISE Uv NOTED z- 0 cj 111o, 1 I'-45/4 > 51-511- -V-0" IL131-01, FOUNDATION PLAN -FIR5T FLOOR FLAN IUD z SCALE: 1/4" 1'-0" SCALE: 1/4" = 1'-0" 0 tu - nENERAL NOTES DEMOLITION NOTES: LU I. ALL HABITABLE ROOMS AND SHALL BE SUPPLIED WITH FIRE/SMOKE 50N MONOXIDE DETECTORS WITH 12. ALL ANCHORS, S71FAFFINo AND CONNEr,7ORS AND HARDWARE 70 BE SIMPSON STRONG TIE OF, AN APPROVED MANUFACTURE =) -10KE AND GAR AND TO BE INSTALLED AS PER MANUFACTURE �NR177EN INSTRUCTIONS- UNLESS OTHERWISE NOTED I. REMOVE PARTITIONS SHOWN TO BE REMOVED AS NOTED ON DNOS.- SHORE AS REO'D A7 LOAD BEARING < 0 BATTER'T' E3Ar_,<UF AS PER NFFA -72 AND 20.20 NEW `rOR< RESIDENTIAL BUILDING CODE PARTITIONS v tu 5E(��. R514 AND R515. EXISTING DWELLING UNDERGOING REFAIR,ALTERATION, AND/OR ADDITION SHALL BE PROVIDE WITH 15. ALL ENGINEERED LUMBER 70 BE (:,LADDE1-_) AND SEAL AS REOUIRE�,) TO PROTECT AGAINST THE WEATHER ENVIRONMENT .2. CONTRACTOR SHALL BE GAREFUL AS TO NOT DAMAGE EXISTING GONSTRUrITION THAT REMAIN AND SHALL LH SMO<E ALARMS AS PER APPENDIX J. r-.ARE30N MONOXIDE ALARMS TO BE IN ACCORDANCE WITH SD�ITION ,T15 OF THE 2015 REPAIR ANY OF THESE DAMAGES AS REQUIRED. tu > INTERNATIONAL FIRE CODE ( CARBON MONOXIDE ALARM TO BE PROVIDE ON EACH FLOOR WITHIN 15 FEET OF SLEEPING AREA, 14. ALL INTERIOR DOORS SHALL RECEIVE (2) 2X8 HEADERS - UNLESS OTHERWISE NOTED S. CON71RA(�-,TOR SHALL RE-ROUTE, RELOCATE OF, REMOVE (AS REG'1��) ALL EXISTING ELECTRICAL, PLUMBING AND ANYWHERE CONTAINS CARBON �,IONOX117)E SOURCE) 15. ALL NEW VqINr7)OJ^[S AND EXTERIOR DOORS IN NEW ADDITIONS SHALL RECEIVE (2) 2XI0 HEADERS-UNLESS OTHERWISE NOTED HEATING LINES THAT INTERFERE WITH NEW CONSTRUCTION. < C, 16. ALL NEW 1^11N[�)ON3 AND DOORS ARE TO BE ANDERSEN 400 SERIES OR EOUAL- COORDINATE WITH OWNER ON STYLE- MODEL 4. REMOVE ALL EXISTINO VINYL FArADE, PREP AND MODIFY FOR NEW CONSTRUCTION _j .2. ALL EI_ErTRIr, WORK SHALL DE PERFORMED IN STRICT Ar,(fORI:�)ANC.E WITH THE LATEST EDITION OF THE N.E.G. NUMBERS ARE DESIGNATED ON PLAN- INSTALL AC,GORDINO TO MANUFACTURE SFEr..1FIrA71ON5 5. STRIP AND REMOVE EX. ROOF CONSTRUCTION - PREP AND MODIFY CONSTRUCTION 70 RECEIVE NEW ROOF z () 5. ALL CONDITIONS AND DIMENSIONS TO BE VERIFIED IN FIELD BY THE GENERAL rONTRAC,70F, AND REPORT ANY 1-7. WHERE RAFTERS AND -JOISTS FRAME INTO OTHER BEAMS, PROVIDE 12 GAGE GALVANIZED STEEL JOIST HANGERS AND CONSTRUCTION AND SECOND FLOOR LH 6: x D15r.REFANC,1ESTO ARCHITECT PRIOR TO START OF, CONTINUATION OF WORK STRAPS AND INHERE k�00[�, BEAMS FRAME INTO OTHER AOOI�) BEAMS, PROVIDE -7 GAGE GALVANIZED STEEL SADDLE T-T-FE HANGER 4. No OALV. NAILS OR CONNED-ORS IN AGO. LUMBER ARE PERMITTED. ALL CONNECTORS AND FASTENERS FOR ArO BOLTED THROUGH BEAMS- ALL HANGERS, STRAPS, ANCHORS, ETC. SHALL BE MANUFACTURED BY SIMPSON STRONG TIE. < LUME3EFI, MUST BE STAINLESS STEEL OF, H07 E-)IFFED GALVANIZED 0-1�55. - 0. ALL ENGINEERED LAMINATED WOOD 5EA�-15 SHALL BE MANUFACTURED 5"r OEOROIA-PACIFIC AND SHALL BE INSTALLED AS PER 5. AS PER N.Y.S. CODE SEC. R510 EACH HABITABLE ROOM SHALL HAVE AT LEAST ONE OPERABLE WINDOW FOR EMERGENCY MANUFACTURE'S WRITTEN INSTRUCTIONS ANE7) SFECIF1r.ATIONS OR APPROVED EOUAL. l� 0 EGRESS WITH A MINIMUM CLEAR f)FENINO OF 5.7 50. FT. (GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM CLEAR OPENING OF 1,�. FINISH FLOOR 15 EXISTING AND TO REMAIN. PATCH AND REPAIR AS REQUIRED. VERIFY AND COORDINATE FINISH FLOOR 5.0 50. FT.). THE MIN. HT. OF OF_--�!NIN05 70 BE 24" AND MINIMUM NIL;17H TO BE 20" AND THE BOTTOM OF OPENINGS No HIGHER MATERIAL N1 OWNER. NEW FIRST FLOOR To ALIGN AND MATCH WITH EXISTING CID z THAN A.f-'::.F. 20. EX. FINISH CEILING TO BE REMOVED AND REPLACE WITH NEW SECOND FLOOR CONSTRUCTION. VERIFY AND COORDINATE CI- LU K UNLESS OTHERWISE NOTED FINISH CEILING MATERIAL N1 OWNER.6. ALL WOOD FOE;75 SHALL BE BUILT UP WITH (2) 2X4'5 NAILED TOGETHER N1 Iod NAILS (5 O.G. § -7. ALL NEW DOOR $ ��INI:;)ON HEADS TO BE MOUNTED TO MATCH EX. ON FIRST FLOOR AN[�, SF_r.ONr7) FLOOR AT UNLESS .21. ALL STEEL POSTS SHALL BE 5 1/2" DIAM. S(�,HED. 40 GALVANIZED FIFE COLUMNS UNLESS OTHERWISE NOTED. () I OTHERWISE NOTED 22. ALL STEEL BEAMS, GIRDERS, HEADERS TO HAVE 5 1/2'' DIAM. SrHED. 40 FIFE COLUMNS @ EACH END UNLESS OTHERWISE RECEIVE VE NOTED- SIZE POST GAPS AS REOUIREF-) i5. ALL NET/ TILE AREAS IN BATHROOM/KITCHEN SHALL R CEMENT 5D. AND A ALL OTHER AREAS IN to tu BATHROOM/LAUNDRY/KITCHEN SHALL RECEIVE MOISTURE RESISTANT GYP. 51�1. 25. ALL STEEL BEAMS/GIRDERS TO BE GALVANIZED, ZINr, COATED, FAINTED AND/OR CLAD AN:,-) SEALED AS REQUIRED 11 ALL FRAMING SHALL r.OMFL,r WITH THE 2001 N0017) FRAME CONSTRUCTION MANUAL. 70 PROTECT AGAINST THE WEATHER ENVIRONMENT w < 10. ALL EXTERIOR, FORr.H1:-,)Er,<1 STAIR FRAMING TO BE ArO LUMBER-U.O.N. 24. ALL ELE(1',TRIr, 70 REMAIN AND MODIFIED 70 Arr.OMMODA7E NEW CONSTRUCTION. NEW ELErTRI(�,- TO BE INSTALL IN 0 0 _ _,7R1(1' 70 BE DETERMINE IN THE NEW ADDITION. FINAL ELECTR1r, TO BE DETERMINE IN THE FIELD 11. ALL ELEr,7RI(�,' 70 REMAIN AND MODIFIED 70 ACrOMMODA7E NEW r�ON57FUr,710N. FINAL ELEr M < MODIFIED To ACCOMMODATE NEW rON5TRU(fTION. NEW PLUMBING TO BE < 14 -one- A�1 IV "SH Vxi2- A.C.O. D.J.ci..J. alb" :L QV�24X,2-�C-0- AC I 0 AL L FIELD 25. ALL PLUMBING TO REMAIN AND Q INSTALL IN NEW ADDITION. FINAL PLUMBING 70 BE DETERMINE IN THE FIELD =j CONNECTTKN& STUDSI TO TOP PLATE, EX. HOUSE TRAP 4D 5EWER LINE SEE ROOF 5TRAPPIN6 DETAIL WRAP IY4" 6AL5. 20 6A. COIL STRAP VER TOP OF TOP PLATE d NAIL USE SIMPSON Z-MAX OR HDG CONNECTORS TO REMAIN- MODI Y A5 REQUIRED ASPHALT SHINGLES PROVIDE fGE PROTECTIONTO INCREASE CORROSION RESISTANCE A5 SELECTED AS PER 2020 NYRBG TO AGGOMMODA . NEW OVER 15# BUILDING NOTE: PROVIDE SHEAR WALL HOLD DOWN WHICH CON515T5 OF AT ROOF FRAMING CONSTRUCTION- 'RIFY IN FIELD FELT PAPER OVER BETWEEN FOUNDATION AND FIRST FLOOR LEAST 2 LAYERS OF UNDERLAYMENT FOR ALL HARDWARE IN CONNECTION `;T O C)Dip'C O N N E L L I/2" CDX PLYWOOD AS PER 2020 RGNYS W/AGQ LUMBER, n e C -' E T :C T P.C. SHEATHING- •Yp, CEMENTED T06ETHER OR WALL STUDS ® I6" O.G. SOLID BLOCKING rT MID- SPAN POLEYMER MODIFIED TOD O'CONNELLr All QT AND AT THIRDS -:VERY BAY- BITUMEN EXISTING AND EW FLOOR U"LUAEXISTING FRAMING SHEET TO EXTEND A SYSTEMS- GOO 71NATE WITH — 1200Veterans Memorial Highway OWN , PROPOSED 2 X8 FROM EAVES EDGE TO A R.R. a 16" O.G. TO MIN. OF 24" INSIDE THE CRIPPLE Suite 120 REPLACE EXIST. EXTERIOR WALL LINE Try STUDS DOUBLE TOP PLATE Hauppauge,NY11788 OF THE STRUCTURE-ROOF RELOG 'E EX. PROP. (2) 2"XIO" LE55 THAN 4.5:12 PITCH P(631)650-6666 LIGHT FI :TUBES AT MUST SHIELD ENTIRE F(631)650-6667 NEW EXTERIOR WALLS CONSTRUCTION 11 (516)658 03- EVERY OOR AS -2" x 4" WooD STUDS• Ib"O.C. ROOF 8:12 OR STEEPER , _, ,.„• REQUIRE �- I PROVIDE R-15 HD UN-FACED BATT ~ REQUIRES MIN 3 FT. FROM BOTTOM PLA PROVID NEW LIGHT INSULATION AND 1/2' INTERIOR GYP.BD. EAVE EDGE - Z EADER in tD iv_ RIM JOIST FIXTURE 4T ALL (SEE SPECIFICATION AND NOTES) AND KITCHEN �1 X 1/2"EXTERIOR PLYWOOD SHEATHING, F NEW EN :Y DOORS v AIR INFILTRATION BARRIER AND SIDING N AS SHOWN ON ELEVATIONS APPROVED W ALL HEATING LINES, BY ARCHITECT REVIEW BOARD. PROVIDE I"RIGID INSULATION BOARD DUCT WORK, ETC. TO BE PROF. BEHIND SIDING. MODIFIED AS REQUIRED JACK n ` HALF -__= TO ALLOW FOR NEW STUD WALL NEW °/4" PLYWOOD SUB- FLOOR WITH NEW CONSTRUCTION- ALL FULL LENGTH �I FINISH FLOOR A5 SELECTEDNOTE: r \ DUCT WORK TO BE WALL STUDS SUB FLOOR � 2"x&" D.J. ®I6" O.G. .I;'t x •,, p ; 4 : ;': EXISTING FRAMING INSTALL AND MODIFIED FRAMED OPENING FOR NEW ALL STRAPPING TO BE FLOOR J015T INSTALLED AS PER MANUFACTURES PROF. (2) 2„�„ " z z A5 REQUIRED TO WINDOW OR EXTERIOR DOOR -, ' O O SPECIFICATIONS AND NYS GORE AGO. DROPPED NEW CRAWL SPACE rr ACCOMMODATE NEW SILL PLATEPI BEAM IS" MIN. HEIGHT < CONSTRUCTION- VERIFY TERMITE SHIEL 16 6a. STRAP TIES MANUFACTURED � IN FIELD- HVAC BY SIMPSON 5TRON5-TIE CONNECTORS O „ O CONTRACTOR TO FILE FOUNDATION WALL ODEL No. GSIb OR APPROVED EQUIVALENT. w 56 BELOW GRADE t1 SEPARATE APPLICATION g STRAP TO HAVE MIN. I2 BEARING ON THE STUD POURED z UNDERPIN AS REQUIRED z AND PLAN LAYOUT OF AND WRAP UNDER SILL PLATE AT FOUNDATION. „ FOUNDATIO ANCHORED JO EDki 'ST O EACH AMT�6 X X ALL HEATING AND I BY S MPSON SBEARIN TIPLATE MANUFACTURECTORS ED d 14" SONOTUBE W/4X4 GOOLI N6 DUCTS AND AG 2. 14D. P05T 8 ABOVE WALL w w EQUIPMENT WITH LOCAL EL No. O S N GRADE MIN. THROUGH BOLTS AND LBP51'2 OR APPROVED EQUIVALENT i= W= m 36" BELOW GRADE WASHERS AND NUTS a I6" O.G.- MUNICIPALITY AS S Z N N f- �- _ Off- Z NE 2" 8" D Rp - 5EAG6ER_D IN 1EQUIRED IGAL 1/Wxl2" HOOKED ANCHOR BOLT >a Z`'' Lj W (V NO i O H RI x - ® 3'-O" O.G. U 2 W J J LEDGER AS REQUIRED Q ALL FINISH JOIST W/ 1/2" DIAM. x 6" FOOTING SECTION AJ104 ENERGY EFFICIENC �� - W/Ti MIN. EMBEDMENT INTO CONCRETE c 0(n F-a a a # MATERIALS WITH THROUGH BOLTS AND W/(2) #4 REBAR ALTERATIONS, RENOVATIONS, I NOS` - WITHIN 6-12" OF EACH END OF PLATE N W L` W d' O 3 CLIENT PRIOR TO WASHER-5 AND NUTS a 16" O.C.- W/2"x4" MIN. 2" P. GONG.MUD ALL EXISTING PLUMBING, ELECTRICAL, REPAIRS TO ROOF/CEILING, UPLIFT CONNECTION IS REQUIRED J W W H STAGGERED KEYWAY;MIN. SLAB OVER 5MIL MECHANICAL, ETC. THAT INTERFERES WITH AT EACH END OF THE HEADER AND AT ~ Z O z CONSTRUCTION- WALL OR FLOOR CAVITIES WHICH No UPLIFT G NECTORS Z z a FLOOR, CEILING, -PROVIDE FLASHING BEHIND 56" BELOW POLYETHYLENE NEW WORK TO BE REROUTED, MODIFIED, BOTTOM OF HEADER STUDS IN ADDITION FOUI�DATI ON STRAFF I NO DETAIL � IU —' VAPOR BARRIER ARE INSULATED TO REQUIRED TH 5 AREA TO CONNECTORS AT WALL STUDS AND Z W�Z a o W Z WALLS, ETC. LEDGER AS REQUIRED GRADE. REMOVED ETC. AS REQUIRED TO ESTABLISH s O �(1 (TYPICAL) OVER 6" COMPACTED FULL DEPTH WITH INSULATION AT TOP AND BOTTOM OF CRIPPLES. z .U N Z Q_ GRAVEL FILL. PROPER WORKING CONDITION- VERIFY ALL HAVING A MINIMAL NOMINAL SCALE: 3/4" = I'-O° a P W�W Q w CONDITIONS IN FIELD VALUE OF R-5.0 /INCH. I iv ~ Z 5EGTION A w w a TYPICAL 2x6/2X4 O O O SCALE: 1/4" = 1'-0" 6 6o. STRAP TIES MANUFACTURED of X o I- ° d COLLAR TIE BY BIMP50N STRONG-TIE CONNECTORS USE SIMP50N Z-MAX OR HD6 CONNECTORS ( O U F HURRICANE ANCHORS MANUFACTURED BY q 0 C)x ly MODEL No. 0516 OR APPROVED EQUIVALENT. TO INCREASE CORRO51ON RESISTANCE USP CONNECTORS MODEL No. TMU26 TMU210 w u_Two-1 w HI w STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION o m d= TTP1cAL 2xiO/2x8 OR APPROVED EQUIVALENT AT EVERY a o �o 0 RAFTER AND WRAP UNDER SILL PLATE AT FOUNDATION. W/AGQ LUMBER. RAFTER TO RIDGE CONNECTION WHEN m ~ 'd o q w a CD 'Dolex1oR / :V v��p U z m o UU UPLIFT CONNECTOR DETAIL RAFTERS DO NOT ALIGN ~z~ - 01 zw0 z :_I--� HURRICANE ANCHORS MANUFACTURED BY o0 of t'L, � w Q�Ul Y 2x12 RIDGE 1 MIN. EDGE OR APPROVED EQUIVALENT AT EVERY w q o o w o UJ V �� SCALE: 5/4" = I'-O" USP CONNECTORS MODEL No. 5T22 °z�T�z z OF RAFTERS FF�q�*Zoaa�� V RAFTER TO RIDGE CONNECTION DIFFERENCE WHEN RAFTERS ALIGN d W o°a= REVERSE 6ABLES OVER O q ~q wy F-=Z q O EXISTING FRAMING_ z F O p (]u 0 Q WITH DIFFERENT SIZE FRAMING-SEE ROOF RID6 O O�>O�u�i Q N Ui O "IwLlz �oro PLAN QIbLV U' �Oui`�V� 4' CONNECTION OF MULTIPLE ��t�� aQf'j)l 5/8"d>x 12" STEEL ANCHOR >°;=o Q F PIECES OF TOP-LOADED BEAMS w- n w u *w �u-a=� BOLTS AT 5 -O O.G. MAX. �W'-v o:' w, T o MIN EMBEDMENT OF 7 qN 13/a Width Pieces: Q0It]J°(3N z SEE PLAN » Q4$j ��3Q�� 14 0 Minimum of 2 rows 16d (3%») nails at 12 o.c. I F$aQ$No Gov o 4L 0 Minimum of 3 rows 16d (31/"") nails at 12 O.C. for 14" and deeper beams 7 --1 � 0 Nailed connections require an additional row of RIDOE STRAFFINO DETAIL_ GABLE END STUD ° -7 nails when nail size is smaller than specified above (minimum 0.131" x 3.25 ) SCALE: 5/4" = 1'-0" 2x1O/2X8LADDER TRvSs 3%2" Width Pieces: HURRICANE TIES MANUFACTURED BY V ® Minimum of 2 rows %" bolts at No. SIMP50N2 �OVEDIEQUIVALENTAT MODEL EVERY o A�1Gf�0i� BOLT DETAIL • 2X6/2xIO FLYING 24 o,c. Staggered RAFTER TO BEAM CONNECTION BOTH 51 DE O RAFTER SCALE: 5/4" = I'-o" DOUBLE PLATE z000 Additional nailing or bolting may be > d < z o ° i�00 DATA I L. required with side-loaded multiple member beams. Refer to current product literature. o o SCALE: 5/4" = I'-o" ROOF RAFTE O P05T GAP MANUFACTURED BY 51MP50N STRONG-TIE COLUMN GAP MODEL No. C04.62-5.50- - # SHIM AS REQUIRED- BOLT THROUGH STEEL > } ED WQ� HURRICANE ANCHORS MANUFACTURED BY OR APPROVED EQUIVALENT INSTALL AS PER MANUFACTURES SPECIFICATIONS SIMPSON STRONG-TIE CONNECTORS MODEL No. H2.5A OR APPROVED EQUIVALENT AT EVERY RAFTER TO PLATE CONNECTION BOTH SIDES WHEN -RAFTERS DO NOT ALIGN WITH STUDS NEW FLITCH PLATE BEAM- SEE FLOOR PLA V I DECORATIVE COLUMN COVER i O '1 t SIMPSON STRONG-TIE CONNECTOR ABLE END STUD — ,I ' L. #H7 Bxb AGQ GOLU LU Z TO BE USED WHEN O' RAFTER ALIGNS WITH STUD -— p COLUMN BA5 i ly_ USE A MINIMUM OF TWO 56 ��. °e e� \� U ABLE ED S"1D '1�1 — NAILS THIS SIDE WITH A I STQAP TIER MANUFACTURED BY SIMPSON l� lu 1 I 1 TOTAL OF FOUR INTO RAFTE BTRON6-TIE CONNECTORS MODEL No.8TI8 'I ' lu1 -- ° oR APPROVED eQUIVALew To exrmv MIN. LH \ ROOF RAFTE I 2x BRAGI DOUBLE TOP FLA Cle a (�/ --� `I OHO oe, STUD PLATE TIES MANUFACTURED BY SIMP50N l / NEW P. GONG SLA n / STRONG-TIE CONNECTORS MODEL No. RSP4 OR APPROVED EQUIVALENT AT EVERY STUD GAaLe wAu.END coNNECTOR a O GEILIN6 JOIST WOOL. O TO PLATE CONNECTION WHEN RAFTERS DO NOT , o MANIFAGTURED BY SIMPSON ° ALIGN WITH STUD � o L, MODEL o.LTP APP O V ^ MODEL No.LTP4 APPROVED a � O �) EQUIVALENT INSTALLED AS ,n OMANIFAGTURER5 5PEGIFIGATIONS COLUMN BASE MANUFACTURED BY o j o SIMP50N 5TRON6-TIE MODEL STUD a 16" O.G. No. GB066-5D52 INSTALLED 4 Z AS PER MANUFACTURERS K ° GABLE WALL END CONNECTOR C SPECIFICATIONS OR APPROVED 11-_ l MANUFACTURED BY SIMPSON p MSSTRONOODEL TIE C A TORm EQUIVALENT a Q TWOV O Sd NAILS GABLE WALL END CONNECTOR MANUFAGTJRE INTO PLATES eCTURS S INSTALL®As RS SPEGIPIGATI MAwFTRONr6��BY NNS�ecT W MPSON NEW P. GONG. FOUNDATION ALL La 2X WALL PLA MODEL No.L5TAID APPRAVCD 2X WALL STUDS LU I6HT 8d NAILS B01VALENT Ix5TALI AS m MANUFACTURERS SMIFIGATIONS TO EXTEND N MIN.12'DOWN 9TA AND 12'ACROSS JOIST O O INTO STUDS FORT1 GO DETAIL_ 4 fiR00F STRAFF I NO DETAIL. OABL-E ENP NAL_L_ DETAIL. SCALE: I" = I'-OII .. z v O ul SCALE: 3/4" = i'-O" SCALE: 5/4" = I'-O" O v 7 La to «,I "r< 2"X6" G.T. ® 16" O.G. 4" FRESH AIR VENT " J I THROUGH ROOF A, � 2"X5" R.T. eo 16" O.G. 12 TODD O'CONNELL MATCH I " _AR C H I T E C T E" C. 13" MATCH 12 EXIST. _ EXIST. I TODD O'CONNE .L,AIIA EXIST. 2"XS" R.R. ® N j 1200Veterans Memorial Highway - / I Suite I Hauppauge,NY NY 11788 P(631)650-6666 BATHROOM BATHROOM BATHROOM BATHROOM F(631)650-6667 T 1 --__— _ NEW EXTERIOR WALLS CONSTRUCTION ---- ------�-2:: I I ----- C(-516) '� 658-�� 5 -2"X 4" WOOD STUDS m 16"O.G. - — ———-r T'- PROVIDE R-I5 HD UN-FAGED BATT r— SOJI----- fW SHOWER SHOWER INSULATION AVD 1/2' INTERIOR GYP.BD. (SEE 5PEGIFI6ATION AND NOTES) AND 1/2"EXTERIOR PLYWOOD SHEATHING, I I I I I I I I I AIR INFILTRATION BARRIER AND 51DING I I I I I I I AS 5HOWN ON ELEVATIONS APPROVED I I I I I I I 1 BY ARCHITECT REVIEW BOARD. 2111 1 I 2111 PROVIDE I" RIGID INSULATION BOARD I BEHIND SIDING. I I I I 12" 2"1 1 I GW NEW%-- PLYWOOD SUB- FLOOR WITH NEW 1 1 1/2" I I I/2" j I I DW I DW GW -- FIN15H FLOOR AS SELECTED FIRST I I 1 FIRST - - - - FLOOR I TUB i 1 :: I " FLOOR TUB x - _ NEW CRAWL SPACE G.O. — 3' 2' 2" 3' - 2' 2" 2" 2" — 2" cw htN w h8N HN ftJ—tW HW— FW FW FW—IiN FW—FW—hW G.O. _ av— —cy+—cw—cw— —col cw—cw—c+v—cH 195" MIN. HEIGHT CONNECT TO y2: cw 3" EXISTING WA5TE I POURED L MIN. 2 P. GONG. MUD �'"�-Nw cw cw GONG. SLAB OVER 5MIL POLYETHYLENE z A 3 � FOUNDATION SLAB VAPOR BARRIER BGKFLOW g N m OVER 6" COMPACTED HWH w= PREVENTER z v, cn P r GR }AVEL FILL. p 0 - z IOx20 P. GONG. a� �4 U Q FOOTING y W O W a 0 3 # iN/(2) #4 REBAR L:;S_L� �z o O~z v W/2 x4 KEYWAY;MIN. I Q 56" BELOW z w z (TYPICAL) 0 E m ujGRADE. c�N z c)_ S FLUMI31 NO NA5TE I7 I AC RAM FLUME31 NO SUPPLY I7 I A RAM ' :Kf W SCALE: 1/4" = 1'-0" SCALE: N.T.S. o VO Y°Z~V H SCALE: N.T.S. W W a~ wo� wwv J � O NzFQ4�uip$a (� P3103.I ROOF EXTEN51ON u� w N Q Z~ }_ [� OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE 5 R'u)v~p O~ ~ W TERMINATED NOT LESS THAN 6 INCHES ABOVE THE ROOF OR 6 v F u z O INCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION, Q c T T J z w 1, N v WHICHEVER 15 GREATER WHERE A ROOF 15 TO BE USED FOR w O 4-a O z W v ASSEMBLY,AS A PROMENADE,OBSERVATION DECK OR Q N F Q m 2 Q SUNBATHING DECK OR FOR 51MILAR PURPOSES,OPEN VENT wF- PIPES SHALL TERMINATE NOT LESS THAN 9 FEET ABOVE THE O b w= NEW BEAM ROOF. P5105 2 FR05T CLOSURE N w w G z j O Q Q m WHERE THE 915 PERCENT VALUE FOR OUTSIDE DESIGN O 0:"5'W Q N v TEMPERATURE 15 O-F OR LE55,VENT EXTENSIONS THROUGH A O n Q N i ui ROOF OR WALL SHALL BE NOT LE55 THAN 3 INCHES IN < O a O rw z O O DIAMETER.ANY INCREASE IN THE SIZE OF THE VENT SHALL BE v`�IL Q ~o z u)IOY MADE NOT LESS THAN I FOOT INSIDE THE THERMAL ENVELOPE u_H N w XV Q Q 0 OL OF THE BUILDING, v�v�N=wvtYa w �wHU_ = FLOORJ015T5 NLLW� oIdw0)* TO BE CONNECTED TO NEW 101,01006 Z-1 D_v o BEAM BY SIMPSON TABLE P3201"1 z w 0"'))v}Q o 3TvwoW=NTO- STRONG-TIE (LUIS SERIES) SIZE SIZE OF TRAPS FOR PLUMBIN6 FIXTURES v w_j=o N v AS REQUIRED OR ~ APPROVED EQUAL PLUMBING FIXTURE PEE w v u Q r d w T Z QC EXJNEW FLOOR JOISTS (INCHES) ~~a Q~ °°F°o Q BATHTUB(WITH OF WITHOUT SHOWER HEAD AND/OR 1 1/2 I BEAM WHIRLPOOL ATTAGHMENr5) PROVIDE ICE PROTECTION AS PER R905.21.1 WHICH FLUSJ�j I 1 1.�EAM ETA I L BIDET 1 1/4 CONSISTS OF AT LEAST 2 LAYERS OF UNDERLAYMENT CLOTHES WASHER STANDPIPE 1 CEMENTED TOGETHER OR A SELF-ADHERING POLYMER 12 SCALE: 5/4" = I'-O" oL OR DDRRAIINON SEPARATE TRAP 21/2 MODIFIED BITUMEN SHEET TO EXTEND A FROM EAVE'S EDGE TO A MIN. OF 24" INSIDE THE EXTERIOR WALL KITCHEN SINK(ONE OR TWO TRAPS,WITH TIE DI S� 1 1/2 LINE OF THE STRUCTURE 4 LAUNDRY TUB OCNE OR MORE COM FOOD PARTMENTS I I/2 R-22 BATT INSULATION LAVATORY 1 1/4 SHOWER(BASED ON THE TOTAL FLOW RATE 2x8 R.R. ® 16" O.G. O THROU6H 5H0WERHEADS AND BODYSPRAYS) FLOW RATE: 1/2" GDX PLYWOOD SHEATHIN / 51 GPM AND LE55 1 1/2 ~ Z MORE THAN 5.T GPM UP TO 12.5 GPM 2 W ASPHALT SHINGLES TO MATCH EXIST MORE THAN 12.3 GPM UP TO 25h GPM 3 OVER 15# BUILDING FELT NEW GUARDRAIL AND HAND N P TO 55.64 z 6YP5UM WALL BOARD m RAIL- SEE DETAIL 2/A.3 FOR DECORATIVE COLUMN COVER NEW GUARDRAIL AND HAND v VENTED VINYL SOFFIT MORE INFORMATION m � RAIL- SEE DETAIL 2/A.3 FOR (a bxb AGQ COLUMN i, MORE INFORMATION z ALUMNIUM DRIP EDGE i; FASCIA TO i� HURRICANE ANCHOR-5 i O MANUFACTURED BY i� H MATCH EXIST. 51MP50N STRONG-TIE � CONNECTORS MODEL No. % Q W W H2.5A OR APPROVED i l� l� z z %"x6" COMPO5ITE OR AGO EQUIVALENT AT �� z Z Q Q DE:CKIN6 ii s A } Q Q Z 0 1j) O ALUMINUM CUTTER EVERY BEAM TO / /q x 6' COMPOSITE OR GQ W 1: v OQ Wu lu TO MATCH EXIST Z 2x12 AGQ JOIST o 16" O.G- JOISTS J015T CONNECTION % EH AGQ DEGKIN6 PLANKS DEGKIN6 (x I'-O" O H - - VARIES- SEE FLOOR PLANS BOTH SIDES 2x12 AGQ JOIST® 16" O.G.- JOISTS m A:'Q 2x12 61RDER BOLTED- AS VARIES- SEE FLOOR PLANS ry ry ry ry P50N ZMAX N- OR HD6 CONECTORS Q Q ry O SHOWN- GIRDER VARIES- SEE USE 51M TO INCREASE CORROSION RES15TANOEW / '— AGQ 2XI2 GIRDER BOLTED- AS NEW AGQ DECK JOIST ® 16" O.C. ry Q FLOOR PLANS ry Q ry ►n FOR ALL HARDWARE IN CONNECTION SHOWN- GIRDER VARIES- SEE Q ry ry Q Ig, 5/a"� 6ALV. STL. BOLTS . ! / \ FLOOR PLANS R-21 GATT INSULATION ry ry W/AGQ LUMBER. O O - ry S/e"� 6ALV. 5TL. BOLTS 2x6 STUDS ® 16" O.G. x4 AGQ P05T NEW AGQ BEAM - POST GAP MANUFACTURED BY SIMPSON POST GAP MANUFACTURED BY SIMPSON I/2" GDX PLYWOOD SHEATHING - STRONG-TIE CONNECTORS MODEL No. 5052-3/6 bx6 AGQ POST - STRONG-TIE CONNECTORS MODEL No. B052-3/6 OR APPROVED EQUIVALENT INSTALLED � TYVEK HOUSE WRAP OR APPROVED EQUIVALENT INSTALLED 1 FPTIONAL SKIRT TO AS PER MANUFACTURES SPECIFICATIONS AS PER MANUFACTURES SPECIFICATIONS I" POLYSTYRENE R1610 INSULATION BE SELECTED SIDING TO MATCH EXIST DOUBLE DECK JOIST UNDER HOT TU x4 AGQ COLUMN '� OPTIONAL SKIRT TO BE SEI GTED LU 3/4" PLYWOOD SUBFLOOR I ((1 l 1 2x8 F.J. ® I6" O.C. j� COLUMN BASE MANUFACTURED BY SIMPSON STRONG-TIES,,' V MODEL No. 055Qbb-5D52 INSTALLED AS PER MANUFACTURERS R-25 BATT INSULATION 1" j SPECIFICATIONS OR APPROVED EQUIVALENT I � O ° a 14H, UA 2x6 AGQ SILL PLATE ;p 14"0 RCONC. SONOTUBE a TERMITE SHEILD d SILL INSULATION q GRADE i ®36" BELOW GRADE MIN. p I IknP AMC �- � a I A a X ® 3'-0" O.G.Z 'I 1 ° LU MASTIC DAMPROFFING I 4 24"x2 HELICAL P.G. FOOTING ` SEE DECK STRAP DETAIL ON A.5 �--� � a 2"� 50N0 TUBE I WITH HEELICAL PILE #46/ 8" P. GONG. FOUNDATION WALL FILLED 50LID I HOOKED W/3500 sl P. GONG. / \ RE-BAR- ° a 12"0 50NO TUBE FILLED SOLID f 1 ° FOOTING MIN 36" / I \ EXTEND W/3500psf P. GONG. 'I ' a�-a BELOW GRADE / FULL ° O O z ) OF PIER 24"x24"xl2" DEEP 3500 si 2" P. GONG. MUD SLAB PROVIDE d 4 ° d Z ° I I ° a P. GONG. FOOTING ® MIN 56" EXPANSION JOINT AT WALL BELOW GRADE xU~i 2x4 KEYWAY UJ 1Ox20 P. GONG. SPREAD FTC. H MIN 56" BELOW GRADE #4 REBAR MIN. 3" GONG. COVER lwl 16 tu 3 0 24' m Q W 20" z DECK DETA I L DECK STRAP DETAIL DECK DETAIL (UNDER }-SOT TUE3) Y`4l't � .Tl't I L SCALE: I" = I'-D" SCALE: 3/4" = i'-O" SCALE: I" I'-O" v O W z LL SCALE: I" = I'-O" O 4 v TABLE R602.5(I) TABLE R602.5(I) TABLE R6�2 3(5) SIZE, HEIGHT AND SPAC I NO OF WOOD STUDS a 7-r", 7-ASTENING 5GHEDULE FASTENING SGHEDULE CONTINUED BEARINO WALL5 NON-BEARING WALLS NUMBER AND TYPE NUMBER AND TYPESPACING OF FASTENERS ITE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,a SPACING AND LOCATION TE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER ab,cNTERMEDIATE MAXIMUM SPACING MAXIMUM SPACING WHEN MAXIMUMSPAGINO WHEN ROOF SUPPORTSc,eLATERALLY WHEN 5UPPORTINO A SUPPORTING ONE FLOOR, SUPPORTING TWO FLOORS, MAXIMUM SPAGINO WHEN LATERALLY LATERALLY (INGES) (INCHES) STUD SIZE 1 UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS A ROOF-CEILING PLUS A ROOF-CEILING SUPPORTING TWO UNSUPPORTED UNSUPPORTED 4-8d BOX (2 2"X0.113") OR WOOD STRUCTURAL PANELS,5UBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL (I NCHESJ T O t?D I T C C?N N t.L 1, BLOCKING BETWEEN CEILING JOISTS OR RAFTERS 3-bd COMMON(2/2"XO.151");OR HEIGHT Q (FEET) OR A HABITABLE ATTIC ASSEMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT a z c T ; c r u. c. I TOE NAIL SHCATHING TO FRAMING[SEE TABLE R602.3(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] HEIGHT a (INCHES) 9 (FEET) 4 (FEET)TO TOP PLATE 3-1ad BOX(2 Y2"xo.i2e>9;OR ASSEMBLY, ONLY (INCHES) ATTIC, ASSEMBLY (INCHES) ATTIC ASSEMBLY (INCHES) 47- 5-5"XO.151" NAILS 30 3/g -Y2 bd COMMON (2"XO 115") NAIL (SUBFLOOR,WALL) 6 12f 8d COMMON(2 Y2"XO.131")NAIL (ROOF) TODD O'CON LL,AIA 4-8d BOX (2 �"X0.113")OR 2 CEILING JOISTS TO TOP PLATE 3-Sd COMMON(2 Y2"XO.131");OR PER JOIST,TOE NAIL 31 2 - I Bd COMMON NAIL (2 Y2"XO.131") 6 12f 1200Veterans Memorial Highway Suite 120 3-I0d Box(2 2"xo.12a');OR Hauppauge,NY 11788 3-3"X0.131" NAILS Iod COMMON(3"X0.148") NAIL;OR b 12 32 I Ye - I Ya &d (2 Y2"XC.131") DEFORMED NAIL CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-I0d BOX (3"X0.113") OR OTHCR WALL 5HEA7HING t 3 LAPS OVER PARTITIONS[=_ee Sections Rbo2 51 ,Rb02.3.2 3-I6d COMMON(3 Y2"XO.162");OR 2" GALVANIZED ROOFING NAIL, ie" HEAD t� 11 65d-E1666 4-3"X0.131" NAILS FACE NAIL 33 I Y2" STRUCTURAL CELLULOSIC, FIBERBOARD DIAMETER,OR I" GROWN STAPLE 16 ga., 3 6 F(631)650-6667 and Table R802.5.1 (9)] SHEATHING Y" LONG {S 1 E))CSH-t}3Z GALVANIZED ROOFING NAIL, /E" HEAD CEILING JOIST ATTACHED TO PARALLEL RAFTER 54. 25/32" STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I" GROWN STAPLE I6 ga., 3 b TABLE R802.5.I(9) SHEATHING 2X4 10 24` 6` -- 24 0 6 91 5i"Cp - 4 (HEEL JOINT), FAGS NAIL Y" LONG [see 5ectlons R502.3.1 ,R802 5.2 and Table R502.5.1 (G)] d Y2" GALVANIZED ROOFING NAIL;STAPLE 7 T 2X6 10 24 24 16 24 20 24 $ ,' 35 Y2" GYPSUM 5HEATHING GALVANIZED, I Y2" LONG; I Y4" SCREWS, g 3-Iod PDX(5" O.I 28")OR TYPE W ORS COLLAR TIE TO RAFTER, FACE NAIL OR 1 Y4" X 20 a. XO.1459;OR d 1 1/4" GALVANIZED ROOFING NAIL;STAPLE FOR Sh I INCH = 25.4 mm, I FOOT = 304.8mm 5 RIDGE STRAP TO RAFTER 4-3"xO.131"NAILS FACE NAIL EACH RAFTER 36 5/a" GYPSUM SHEATHING GALVANIZED, 1 5/b" SCREWS,TYPE W OR 5 -7 T o. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALL5 SHALL BE SHEATHED ON NOT LESS THAN ONE WOOD 5TRU5TRUAL PANELS,COMBINATION 5uEFLOOR UNDERLAYMENT TO FRAMING 51DE OR SRIDGINO SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED 3-I6d BOX NAILS (3 �"X0.135") OR 2 TOE NAILS ON ONE SIDE bd DEFORMED(2"X0.120") NAIL;OR WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION R602.3.1 OR DESIGNED IN ACCORDANCE WITH AGGEPTED ENGINEERING PRAGTIGE. AND I TOE NAIL ON OPPOSITE 5-1 s/4" AND LESS b 12 b. SHALL NOT BE USED IN EXTERIOR WALLS ; RAFTER OR ROOF TRU55'r0 PLATE 3-Iod COMMON NAILS(3"X0.148");OR Sd COMMON(2 Y2°X0.131") NAIL 6 4-IOd BOX(3"X0.1259;OR 51DE of EACH RAFTER OR c. A HABITABLE ATTIC, ASSEMBLY SUPPORTED BY 2X4 STUDS IS LIMITED TO A ROOF SPAN OF 52 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO 4-3"X0.131" NAILS TRUSS 5d COMMON D°xo.13r) NAIL;OR 6 12 2X6 OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH AGGEPTED ENGINEERING PRAGTIGE 38 �/a - I 8d DEFORMED(2 Y2"X0.120") NAIL 4-16d(3 J"XO.I35") OR 10d COMMON(3"X0.148")NAIL;OR 3-Iod COMMON(3"X0);OIR;OR TOE NAIL 39 1 Ye - 1 Y4 5d DEFORMED(2 Y2"XO.120") NAIL 6 2 TABLE R602.10.4- BRACING METHODS 4-Iod BOX(3"X0.128");OR 4-3"X0.131" NAILS FOR 51: 1 inch = 25.4 mm, I foot = 304.&mm, I MILE PER HOUR = 0.44"1 m/s; I ksi = 6.845 MPa CONNECTION CRITERIA _T ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR METHODS, MATERIAL MINIMUM 7HICKE55 FIGURE ROOF RAFTERS TO MINIMLM 2" RIDGE BEAM 3-I6d BOX(3 "X0.135") OR FASTENERS SPACING a. NAILS ARE SMOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT WERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING 2-Ibd COMMON (3 Y2"X0.162"),OR TOE NAIL CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: b0 KSI FOR SHANK DIAMETER OF O.Icl2 INCH (20d R30I.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN 3-Iod BOX (3"XO.I2b");OR COMMON NAIL),CIO K51 FOR 5HANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.I17 INCH, AND 100 <51 FOR SHANK EXTERIOR 5HEATHING PER WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. 3-3"X0.131" NAILS DIAMETERS OF 0.142 INCH OR LESS. TABLE R602.3(5) 6" EDGES 12" FIELD GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE WALL b. STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM-1/16-INCH ON DIAMETER GROWN WIDTH. GS-WSP 3 REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E eIg6 AND ,ASTM E 1886 AS z 3 C. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 45 INCHES OR GREATER. CONTINUOUSLY SHEATHED I6d COMMON(3 Y2"X0.162") 24" O.G.FACE NAIL 8 j(1 d. FOUR-FOOT BY 8-FOOT OR 4-FOOT BY 9-FOOT PANELS SHALL BE APPLIED VERTICALLY. WOOD STRUCTURAL PANEL INTERIOR SHEATHING PER MODIFIED IN SECTION 30 .2. .2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR 0 g o N B STUD TO STUD (NOT AT BRACE[;) WALL PANELS) Iod (3"XO.128');OR e. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3 (2). TABLE R602.3 (1) or R602.3(2) VARIES BY FASTENER NINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPACT-RE5ISTING g Z N H H 6" O.G. FACE NAIL f. WHERE THE ULTIMATE DESIGN WIND SPEED 15 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF 5HEATHING TO 3"X0.131") NAILS GABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER. WHERE THE ULTIMATE DESIGN WIND SPEED 15 GREATER THAN 130 MPH, 0 STANDARD OR ANSI/DASMA 1I5• (SEE TABLE BELOW) O 0 Z W r Ibd BOX (3 Y2°X0.135");OR NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED 6 INCHES ON CENTER FOR MINIMUM 45 INCH = EXCEPTION: a a=W� STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL 3"X0.131" NAILS 12" O C. FACE NAIL DISTANCE FROM RIDGES,EAVES AND GABLE END WALL5;AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. f Q U w- J Cl CORNERS(AT BRACED WALL PANELS) g. GYPSUM SHEATHING SHALL CONFORM TO ASTM G 13g6 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253.FIBERBOARD SHEATHING C5-Gb'c WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THAN -/16 INCH AND A o O C4�'a.44C Ibd COMMON(3Y2"XO.162') 16" O.G. FACE NAIL SHALL CONFORM TO ASTM G 208. CONTINUOUSLY SHEATHED N W W W W C - h.SPACING OF FASTENERS ON FLOOR SHEATHING EDGES APPLIES TO PANEL EDGE5 5UPPORTED BY FRAMING MEMBERS AND REQUIRED 3 ii SEE METHOD GS-WSP SEE METHOD CS-WSP SPAN OF NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. J W W F WOOD STRUCTURAL PANEL /8 H V Z_in O �Z V bd COMMON(3 Y2"X0.162") 16" O.G. EACH EDGE FACE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES Z ADJACENT TO GARAGE PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURRGJUNDING THE _ 10 BUILT-UP HEADER(2" TO 2" HEADER WITH Y2" SPACER) bd BOX(3Y2"X0.135" SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING.BLOCKING OF ROOF OR FLOOR 5HEATHING PANEL EDGES PERPENDICULAR TO = OFEN'NCS OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE "Z n Z U a J 12" O.G. EACH EDGE FACE NAIL THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT A5 REQUIRED BY OTHER PROVISIONS OF TH15 CODE. FLOOR PERIMETER SHALL BE F D BLOCKING. PREDR LLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED Z W Z O W Z 5-5d BOX (2 Y2"XO.II3");OR Sl^i ERE A RAFTER UPFORTEI�) BY A151FASTENNO BDTo AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE ,PROVIDE TWO TOE NAILS IH WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO z U N z W= CONTINUOUS HEADER TO STUD 4-5d COMMON(2 Y2"X0.131");OR TOE NAIL ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN AGGORDANGE WITH THIS SCHEDULE. THE TOE NAIL ON P E P W U �- 4-Iod BOX(3"Xo.125" THE OFF0517E SIDE OF THE RATER SHALL NOT BE REQUIRED. N RESIST THE GOMPONET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH a W W(j_�Ld Z EITHER TABLE R501.2(2) OR ASGE 7, WITH THE PERMANENT CORROSION-RESISTANT Ibd COMMON(3Y2"XO.Ib2") 16" O.G. FACE NAIL O GS-PF SEE SECTION R602.10.6.4 SEE SECTION R602.10.6.4 ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE CONTINUOUSLY SHEATHED �6 H d TOP PLATE To TOP PLATE: Iod Box(3"X0.I25");OR TABLE R,502.11 RAFTER OR 7RUS5 UPLIFT CONNECTION FORGES z PORTAL FRAME BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 15 PERMITTED FOR 12 5"XO.131") NAILS 12" O.C. FACE NAIL a b ca d e f a he f a h BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LESS WHERE THE ULTIMATE m o'�'z a `� FROM WIND (A5D) (f OUNDS PER GONNEGT ON) DESIGN WIND SPEED, 15 I8O MPH OR LESS. ° D'I>-°,_ 0 0 0 2 12-10d BOX(5 Y:2"X .I551 ;O u, WIT Q 8-I6d COMMON (3 ,"XO.162);OR 0 EXPOSURE B I Y2" Ion X o.12 dia 2-Ibd BOX(3Y2"X0.135");OR g DOUBLE TOP PLATE SPLICE FOR 5DG's A-D WITH SEISMIC (for Y2" thick sheathln ) TABUS F,5O I .2.I.2: WINDBORNE DEBRIS PROTECTION FASTENING °J 1 °° 0 w o FACE NAIL ON EACH SIDE OF n s p 0 J} BRACED WALL LINE SPACING < 25' ULTIMATE DESIGN WIND SPEED Vult (mph) d p- o p_ o 2-3"X0.131" NAILS END JOINT(MINIMUM 24" LAP G5-5FB 2s g 3" 0 H-A-A < /2 Or /32n for I /a' Ion - 0h dla. EDGES 6" FIELD SCHEDULE FOR WOOD STRUCTURAL PANELS o D1 w SPLICE LENGTH EACH SIDE OF RAFTER OR ROOF SPAN 130 mph 140 mph CONTINUOUSLY SHEATHED YYIOX IYYIUYT 1 16 (for /s2 thick sheathing) z <<0 pa°s 3 END JOINT) alvanized roofin nails or B common z 111 0=z =w H TRUSS SPAGINO (FEET) STRUCTURAL FIBERBOARD g (2 Y2 Ion x o.I3I dia.) nails FASTENER SPACING w w ��.k z�- DOUBLE TOP PLATE SPLICE SDG's D0,DI,OR D2;AND 12-I6d (3 Y2"XO.I35") ROOF PITCH ROOF PITCH S US SpOG f 1g 9 p-0 F-p �m,$ � FASTENER TYPE 4 FOOT 6 FOOT o o v v-a�j N y 0 F V ��e,0u no BRACED WALL LINE SPACING> 25' 0 I-L,u, _ z ° <5:12 >5:12 <5:12 >5:12 PANEL SPAN < PANEL SPAN < PANEL SPAN Q z z a z v Ibd COMMON(3Y"XO162") 16" O.G. FACE NAIL 12 a5 88 122 115 FOR 51: 1 INCH = 25.4 mm, I FOOT = 3o4.,5mm, I de ree = 0.0175 rod, I pound er s uore foot=47.5 N/r I mile per hour = 0.447 m/s. <4 FOOT < 6 FOOT < 8 FOOT �$ a* n°°wo lU O 8 122 112 157 146 g p p p - - - �' Qu'�°am W = O 14 BOTTOM PLATE TO JOINT,RIM JOIST,BAND J015T OR Ibd BOX(3Y2"xo.1359;OR o. Adhesive attachment of wall sheathing including Method GB, shall not be permitted In Seismic Design Categories C, Do, DI and D2 NO. 8 WOOD SCREW o`�}' 0 jy I-E) v ~ BLOCKING (NOT AT BRACED WALL PANELS) 12" O G. FACE NAIL 24 14c( 157 IQ2 1-78 w z-<w 0 p 3"Xo.131") NAILS 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 o<-I < a-z<o 28 167 155 216 200 BASED ANCHOR WITH 2 16 10 b 3-I6d Box(3Y2"X0.135");OR 3 EACH 16" O.G. FACE NAIL 12' O.G. 32 85 70 240 222 of the garage. In Seismic Design Categories Do, DI, and D2 roof covering deod load sholl not exceed 3 pef. <0 u,I.w INCH EMBEDMENT LENGTH BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR 2-I6d COMMON (3 Y2"X0.162"),OR 2 EACH 16" O.G. FACE NAIL 36 205 06 264 244 C, Ooroge Openings adjoGent to o Method C5-G panel Shall be provided With o header In oCGOrdonCo With Table R602.5 (1). A full Z�Q-w V F x*tL F 5 BLOCKING(AT BRACED WALL PANELS) 4-3"X0.131" NAILS 4 EACH 16" O,C, FACE NAIL 42 250 211 500 27b height clear Opening ehal l not be permitted t0 o Method C5-O ponel. °d d o�,D Q<N�W NO. 10 WOOD SCREW F=p_ �0 m 48 25b 256 336 311 d. Method G5-5FB does not apply in Seismic Design Categories Do, DI , D2. <u,o 4-&d BOX (2 °xO n3°);oR BASED ANCHOR WITH 2 16 2 q 0- p,a o_ ' 12 126 117 162 150 e. Method applies to detached one and two-fomily dwellings in Seismic, Design Categories Dothrough D2only. ,T T w v,w w y i=�o p_ 3-I6d BOX(BY2"XO.I35');OR INCH EMBEDMENT LENGTH < 4-bd COMMON(2 Y2"X0.131');OR TOE NAIL 18 162 14G 20a 1 cf 4 W R U K w H D°Q a 55 25-7 OR 22 222 182 E?- 2Q5 TABLE R602.10.5 16 °d=F°w,N w F ��O„ Q[pW F�IL } 4-Iod BOX 3"XO I2b" v,u I6 TOP OR BOTTOM PLATE TO STUD 4-3' X 0.131 NAILS , 28 222 203 287 266 Y4 INCH LAG SCREW Uj 16, O.G. 0 O<-3 3-I6d BOX(3 °xo.l3s");OR 226 BASED ANCHOR WITH 2 IC, I6 z��' �' z m 2-I6d COMMON (3 Y2"X0.162");OR END NAIL 56 270 247 551 525 MINIMUM LENGTH OF BRACED WALL PANELS I NCH EMBEDMENT LENGTH Q�„w°o N 0 o° Z 3-Iod BOX(3"Xo.I28');OR 42 506 2,5 3c1L1 570 F z H z�0 U 3-3"XO.131" NAILS 48 543 5 4 447 4 4 METHOD MINIMUM LENGTH Q<z < W <w w (INCHES) CONTRIBUTING $$N Q * p 3-I0d BOX(3"XO.12e,");OR EXPOSURE G ADJACENT CLEAR WALL HEIGHT LENGTH a. THIS TABLE 15 BASED ON 00 MPH ULTIMATE << 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-I6d COMMON (3 Y2"XO.I62');OR OPENING HEIGHT (INCHES) 3-3"X0.131" NAILS FACE NAIL 5 FEET 9 FEET 10 FEET II FEET 12 FEET DESIGN WIND SPEED AND A 55 FOOT MEAN ROOF ULTIMATE DESIGN WIND SPEED Vult (mph) 1iNGHEs) HEIGHT. 3-8d BOX(2 2"X0.113");OR RAFTER OR ROOF SPAN G5-WSP <64 24 27 30 33 36 ACTUAL b. FASTENERS SHALL BE INSTALLED AT OPPOSING 2-5d COMMON(2 Y2"xo.131');OR TRUSS SPACINO (FEET) 130 mph 140 mph t- t- } m I" BRACE TO EACH STUD AND PLATE 2-I0d BOX(3"X0.128");OR FACE NAIL ENDS OF THE WOOD STRUCTURAL PANEL. 2 STAPLES I 5/a" ROOF PITCH ROOF PITCH 3-ad Box 2 /4" Ili";OR <5:12 >5:12 <5:12 >5: 2 FASTENERS SHALL BE LOCATED NOT LESS THAN 2-ed COMMON(2Y2"xO.13I"),OR INCH FROM THE EDGE OF THE PANEL. 9 I" X b" SHEATHING TO EACH BEARING 2-lad Box(3"X0.128");OR 12 161 151 ldi 5 l86 TABLE R507.2 C. ANCHORS SHALL PENETRATE THROUGH THE FAGS NAIL 2 STAPLES, I°GROWN, 16ga.,l 5/4" LONG 18 2015 Id5 257 242 DECK LEI )OER CONNECTION TO BAND JOISTab EXTERIOR WALL COVERING WITH AN EMBEDMENT 24 256 23q 317 2q8 5-ad COMMON (2 �"xo,113');OR 28 2bq 26q 35b 555 (DECK LIVE LOAD=40 PSF, DECK DEAD LOAD=10 PSF, SNOW LOAD < 40 PSF LENGTH OF NOT LESS THAN 2 INCHES INTO THE 3-10 COMMON(2Y2"xO.13I°);OR 12 O.G. 52 521 2cfc{ 5q8 575 - BUILDING FRAME. FASTENERS SHALL BE LOCATED 42 402 575 4c(ci 468 6' AND LESS 6' I" TO b' 5T' TO 10' 101 TO 12 3-Iod BOX (3"X0.128');OR WIDER THAN I' X 8' g s FACE NAIL 48 450 420 560 524 CONNECTION DETAILS ON-CENTER SPA N NOT LESS THAN 2 Y2 INCHES FROM THE EDGE OF THE 3 STAPLES, 1"GROWN, Ib a.,l /4" LONG56 ST SPA 12'I TO 14' 14'I" TO Ib' I6'I TO 18' 20 I° x 8" AND WIDER SHEATHING TO EACH BEARING CONCRETE BLOCK OR CONCRETE. 4-5d Box (2 (2 113 );OR c1NG of FASTENERS d. PANELS ATTACHED TO MASONRY OR 3-Sd COMMON(2 Y2"X0.131");OR 12 214 20I 263 247 2 INCH DIAMETER LAG SCREW c,d 30 23 18 15 13 II 10 V 3-10d Box(3"xo.l2a");OR 8 277 25a 542 522 WITH � INCH MAXIMUM 5HEATHING MASONRY/STUCCO SHALL BE ATTACHED U51NO O 4 STAPLES, I"GROWN, 16ga.,l s/4" LONG 24 540 3 8 422 5q6 2 INCH DIAMETER BOLT WITH INCH 36 36 34 211 24 21 19 VIBRATION-RESISTANT ANCHORS HAVING AN Q FLOOR 28 584 5515 476 446 MAXIMUM SHEATHING d Z 16' O.G. ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS 52 42-7 3c18 52c1 4a1(o M INCH DIAMETER NGe WITH I-INCH 36 36 211 24 21 1& Ib 4-8d BOX (2 2"X0.113");OR MAXIMUM SEATHNGe THAN I,SOO POUNDS. H 3-ad COMMON (2 Y2"XO.131"),OR 36 46d 438 583 547 z 21 JOIST TO SILL,TOP PLATE: OR GIRDER TOE NAIL 42 535 4cfci 664 622 FOR SI: I inch = 25.4 mm, I foot =304.8 mm, I pound per scivare foot = 0.04"19 kPa � lr � 3-I0d BOX(3"XO.12&");OR a. Led ers shall be flashed in accordance with Section RT03.4 to prevent water from contractin the house band gist. 3-5"X0.131" NAILS 4b 5cici 55ci 745 6c1-1 g p g U * U L z z 8d BOX (2 �"XO 113") 4" O.G. TOE NAIL b.Snow load shall not be assumed to act concurrently with live load ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS AS PER c. The tip of the lag screw shall fully extend beyond the Inside face of the band joist. TABLE R301.7 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE z z 0 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP eld COMMON (2 Y2"XO.I31");OR d sheathln shall be wood structural panel or solid sawn lumber 22 FOR SI: INCH = 25.4 mm, I FOOT = 304.8mm, MILE PER HOUR= 0.447 m/s, g p Q d Z 1f1 to PLATE (ROOF APPLICATIONS ALSO) Iod BOX(3"X0.128');OR 6"O.G. TOE NAIL Y e.Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard, lumber or foam sheathing. � V � O Q Q O 3"X0.131" NAILS I POUND =0.454kg, I POUND PER SQUARE FOOT = 47.c1 N/m , I plf 14.6 N/m Up to 1/2-inch thickness of stocked washers shall be permitted to substitute for up to 1/2-inch of allowable ALLOWABLE sheathing thickness where combined with wood panel or lumber sheathing. STRUCTURAL MEMBER 3-aa E3ox 2 2°xo.113°;OR g PDEFLECTION 2-8a COMMON(2Y2"xo.I3r);OR o. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 53 FOOT MEAN ROOF K) O O 23 1" X 6"SU5FLOOR OR LESS To EACH JOIST 3-Iod BOX(3"X0.128");OR FACE NAIL HEIGHT AND WIND EXPOSURE CATEGORY B OR G. FOR EXPOSURE D, THE UPLIFT RAFTERS HAVINO SLOPES GREATER THAN 5/12 LA50 N N i 2 STAPLES, 1°GROWN, Ibga.,l 5/4" LONG TABLE R50-7.2.1 WITH NO FINISHED CEILING ATTACHED TO O N m F- GONNEGTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE N O N d) Q 3-I6d BOX(3Y2'xo.155");OR TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE PLACEMENT OF LAO SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS RAFTERS (NV ry 24 2" SUBFLOOR TO JOIST OR GIRDER BLIND AND FACE NAIL `�Y O C4 _ ry 2-I6d COMMON (3Y2"Xo.162') ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE INTERIOR WALLS AND PARTITIONS H/l80 O 3-Ibd BOX(3 Y2'XO.135');OR TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF MINIMUM END AND EDGE D15TANGES AND SPACING BETWEEN ROWS 25 2"PLANKS(PLANK ` BEAM - FLOOR 6 ROOF) AT EACH BEARING,FACE NAIL FLOORS L/360 •• 2-I6d COMMON (3 Y2"X0,162') HEIGHTS. TOP EDGE BOTTOM EDGE ENDS ROW SPACINO - # 3-I6d COMMON(3 "Xo.162') b.THE UPLIFT GONNEGTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND GEILINO CEILING WITH BRITTLE FINISHES (INCLUDING L/360 } y 4-10 BOX(5"XO.I25);OR ASSEMBLY DEAD LOAD OF 15 PSF. LEDGER` 2 INGHESd 3/4 INCH 2 INGHESb 1 5/B INGHESb PLASTER AND STUGGO) W 26 BAND OR RIM Jo15r TO JOIST 4-3"Xo.151"NAILS ;OR END NAIL c. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF IY ,, CEILINGS WITH FLEXIBLE FINISHES (INCLUDING L/240 4-3"X 14ga. STAPLES,�' GROWN OVERHANG OF 24 INCHES. BAND JOIST 3/4 INCH 2 INCHES 2 INGHESb I 5/b INCHE5b NAIL G R s o o s d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE GYPSUM BOARD) 20d COMMON(4"XO.Ig2");OR AN O.G. AT TOP AND BOTTOM MULTIPLIED BY 0.75 FOR GONNEGTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING FOR 51: 1 INCH=25.4 MM ALL OTHER STRUCTURAL MEMBERS L/240 " 1 AND STAGGERED a LAG SGREW5 OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN AGGORDANr-E WITH FIGURE R50T.2.1(1). to 24" 50 FACE NAIL AT TOP CORNERS. EXTERIOR WALLS - WIND LOAD` WITH PLASTER OF, ` Iod BOX(3"X0.128");OR b. MAXIMUM 5 INCHES v ' v AND BOTTOM STAGGERED ON C. FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. STUGGO FINISHES 2"i BUILT-uP GIRDERS AND BEAMS,2-INCH LUMBER LAYERS 3"xo.131" NAILS e. FOR BUILDINGS WITH HIP ROOFS WITH 5: 2 AND GREATER PITCH, THE TABULATED OPPOSITE SIDES UPLIFT GONNEGTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THIS d THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SGREW5 OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE R501.2.1(I). Z AND: 2-2od COMMON (4"X0.192');OR FACE NAIL AT ENDS AND REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED EXTERIOR WALLS - WIND LOADS` WITH OTHER H/240 3-Iod BOX(3"X0.128");OR AT EACH 5PLICE FORGES. BRITTLE FINISHES O t B-B"X0.131" NAILS F. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT TABLE: R402.1.4 - 2015 INTERNATIONAL ENERGY CONSERVATION CODE EXTERIOR WALLS - WIND LOADS` WITH FLEXIBLE H/120cl r 4-I6d BOX (3 �°X0.135'),oR CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 plf FOR EACH FULL FINISHES. tu 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-I6d COMMON (3 Y2"XO.I62");OR AT EACH JOIST OR RAFTER, WA[ L ABOVE, EQUIVALENT U-FACTORS f D�- 4-I0d BOX(3"xo.I2a");OR FACE NAIL LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS LINTELS SUPPORTING MASONRY VENEER WALLSe L/600 v I 4-3"X0.131 NAILS SHALL BE PERMITTED. CLIMATE ZONE NOTE: L=SPAN LENGTH, H=SPAN HEIGHT 2`1 BRIDGING To JOIST 2-I0d (3"X0.120") EACH END,TOE NAIL h. THE TABULATED FORGES FOR A 12-INCH ON CENTER SPACING SHALL BE PERMITTED FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT WALL GRAWL SPADE a. FOR THE PURPOSE OF THE DETERMININO DEFLECTION LIMITS l�- TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. U-FACTOR U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 7IME5 THE COMPONENT AND CLADDING (ASD) LOADS _J i 4 EXCEPT! , ' ,.0.35'/' 0.55 ,` j f0 026 /f F/0.060`` r O.OcfB' ; , 0.04-7./ ✓j '0.05G� / !Of 5 OBTAINED FROM THE TABLE R301.2(2). x Q /MARINE ; / r. °' / �,F / ;. /// i ' / ,' ' FR f' / ' �' b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWIGS TABLE R602.5(5) 5 AND THE LENGTH OF THE CANTILEVER. O -1 WOOD PANEL WALL SHEATHINO FA57ENINO SCHEDULE a,b,c MARINE 4 0.52 0.55 0.026 0.060 0.082 0.055 0.050 0.055 C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN Q 7: O MINIMUM NAIL MINIMUM WOOD MINIMUM NOMINAL MAXIMUM WALL PANEL NAIL 5PAGIN6 ULTIMATE DESIGN WIND ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO (� `iTRUGTURAL PANEL THICKNESS STUD SPAGIN6 SPEED V (MPH) AS MAX. AS MAX. COVERS, NOT SUPPORTING EDGE OF GLASS, THE CONTINUOUS 1!- uLr PROPOSED AS MAX. -V.I.F. AS MIN. AS MIN. AS MIN. N/A AS MIN. PENETRATION PANEL 5PAN (INCHES) (INCHES) EDGES FIELD WIND EXPOSURE CATEGORY ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF O SIZE (INCHES) RATING (INCHES O.G.) (INCHES O.G.) a G D GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED O bd COMMON L/175 FOR EACH GLASS LITE OR L/60 FOR THE ENTIRE ^ O L5 24/O 3/Py 6 6 2 40 S 0 u (2.0°xo.113") LENGTH OF THE MEMBER, WHICHEVER 15 MORE STRINGENT. ad COMMON 16 6 12 no 140 135 TABLE: R402.1.2 - 2015 INTERNATIONAL ENERGY CONSERVATION CODE FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF O i.-IS 24/16 7/I6 (25'XO.I51") 24 b 12 1do us o SUNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD IU FOR 51: 1 inch = 25.4 mm, I MILE PER HOUR = 0.44-7 m/s INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT DEFLECTION SHALL NOT EXCEED L/120. z a. PANEL STRENGTH AXI5 PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD SHEATHING WITH STUD SPACING MORE THAN 16" d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM '] 1 K ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. MAXIMUM BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE b.TABLE BASED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R301.2. GI-P`ZED MINIMUM DEFLECTION OF H/1�0. LATERAL BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION Rbo2.10. CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION CEILING WALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE GRAWL SPACE C. REFER TO SECTION R7o3.8.2. Q c. WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-I6 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/O SPAN RATING. PLYWOOD 51DINO RATED 16 O.G.OR 24 O.G. SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/I6 SPAN RATING U-FACTORI' U-FACTOR SHOG be R-VALUE R-VALUE R-VALUE' R-VALUE R-VALUE ` S DEPTH d WALL R-VALUE e WALL-I6 AND PLYWOOD SIDING I6 O.G. SHALL BE USED WITH 57UD5 SPACED NOT MORE THAN I&" ON CENTER. ^^ / 4 EXGEF7./ .' �, ! � ,� e' /' /' / 20 OR' ! ! ,° ' , / ! 10 GONT. OR' / �` ,10 GONT. OR !MARINE ,F0.40 ! / "4q, 13 + 5,) '° !,8/13. ! �. Iq�, 15 CAVITY to / 2FT., m m ua i / �' . / IS CAVITY N ~O 5 AND 20 OR 15 GONT. OR 15 GONT. OR ' z 0.52 0.55 NR 4ci 13/I� 30 g 10 / 2FT. d) 0 MARINE 4 15 + 5 ) I� CAVITY Ic[ GAVITY W Q v O z PROPOSED AS MAX. -V.I.F. AS MAX. AS MAX.-V.I.F. -V.I.F. A5 MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN. lu REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES p Q 0 W �. N, (ll. CONTINUOUS BEAD .T0DD O'CONN F SEALANT a T c i c 7 u, C. '" MANUFACTURED THIN-PROFILE VENTED AIR SPACE 7 EXI5TIN6 ATTIC VENTILATION BAFFLE / ':-•••1 FLOOR ASSEMBLY (FULL WIDTH ATTIC INSULAITON TO O`CONNELL,AIA 12" RI61Di200Veterans Memorial Highway INSULATION _.y I Suite 120 I=, TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION 1. ; / Hauppauge,NY 11788 ONTINUOUS MINIMAL PTIONAL ELEVATION i _ } t I J ' t ( t " CAVITY INSULATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA EXPAUDING FOAM AT , i J J i � W P(631)650-6666 WINDOW PERIMETER ( r XPANDIN6 FOAM AROUND A CONTINUOUS AIR BARRIER SHALL BE INSTALLED '' F(631)650-6667 THE PERIMETER OF LOOSELY -� IN THE BUILDING ENVELOPE SECTION OUT RI61D INSULATION r" NTINUOUS BEAD GENERAL REOUIREMENTS THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR- PERMEABLE INSULATION SHALL NOT BE USED AS C(516)658-0325 OF SEALANT CONTINUOUS AIR BARRIER A SEALING MATERIAL EILIN6 GYPSUM BOARD R161D INSULATION BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE A5 AIR BARRIER EXISTIN6 BAND JOIST INSULATION i SEALED -CONTINUOUS BEAD RETROFIT WITH 1 1/2"R16I0 INSULATION XTERIOR INSULATED *'.i$ $°''. 'tE• :` ¢ " HINDOW UNIT AS OF SEALANT WALL THE AIR BARRIER IN ANY DROPPED GEILINO/SOFFIT AIR BARRIER ONTINUOUS BEAD 9-00500 5cale.5/4" ■ I'-0" CEILING ATTIC, SHALL BE ALIGNED WITH THE INSULATION AND ANY THE INSULATION IN ANY DROPPED CEILING/SOFFIT OF SEALANT THIN-PROFILE ATT1C EAVE BAFFLE AND VENT GAPS IN THE AIR BARRIER SHALL BE SEALED SHALL BE ALIGNED WITH THE AIR BARRIER ACCESS OPENINSS, DROP DOWN STAIRS OR KNEE - CONTINUOUS MINIMAL WALL DOORS TO UNCONDITIONED ATTIC-5 5PAGE5 EXPANDING FOAM AT ONTINUOUS MINIMAL 5-01004 5calo+g/4° ■ 1'-0^ SHALL BE SEALED WINDOW PERIMETER EXPANDING FOAM AT WINDOW PERIMETER 1 THE JUNCTION OF FOUNDATION AND SILL PLATE TO CAVITIES WITHIN CORNERS AND HEADERS OF FRAME BE 5EALER. WALLS SHALL BE INSULATED BY COMPLETELY FILING THE CONTINUOUS BEAD �� " 6YP5UM BOARD ANUFAGTURED RECESSED LIGHT WALLS THE JUNCTION OF TOP PLATE AND THE TOP OF GAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE 'w OF R-5 PER INCH MINIMUM _ F SEALANT , X4 BLOCKING � y ENCLOSURE EXTERIOR WALLS TO BE SEALED ATTIC INSULATION EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED /�Itt EILIN6 JOISTS KNEE WALLS SHALL BE SEALED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT ONTINUOUS BEAD ! r~ t OF ADHESIVE I ~ "b" v f i AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER INDOW UNIT AS I"L•,, ONTINUOUS BEAD -` OF SEALANT AIR BARRIER ~; ' j ;' J j WINDOWS, SKYLIGHTS, AND DOORS WA ,, „ y ,"/ t,+ \ THE SPACE BETWEEN WINDOW/DOOR JAMBS AND z 3 (" NSULATED EXTERIOR 1 �-L ) FRAMING, AND SKYLI0HT5 AND FRAMING SHALL BE o S o N SEALED CONTINUOUS MINIMAL XTERIOR WALL 1 w E�EXPANDIN6 FOAM SEALANT o o>-- z r- x EXPANDING FOAM AT 5HEATHIN6 S z H rn~ WINDOW PERIMETER AT PERIMETER >a a w RIM JOIST V x w J J ,y"' ONTINUOUS BEAD RIM JO15T SHALL INCLUDE THE AIR BARRIER RIM JOIST SHALL BE INSULATED a � x r 2-STUD CORNER WITH Ix4 BACKER OF SEALANT NWoN�aaa # CONTINUOUS BEADWX RYWALL GEILIN6 FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED -�w w I.- -OF 3 SEALANT 5-00006 5cale:g/4" ■ I'-0" GE55ED LIGHT FIXTURE FLOORS (INCLUDING ABOVE GARAGES S THE AIR BARRIER SHALL BE INSTALLED AT ANY TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE ~Z^ Z o z r OF SUBFLOOR DECKING, OR FLOOR FRAMIINO CAVITY C5 z a 4 ONTINUOUS BEAD CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION z w z=o W z ONTINUOUS BEAD INSULATION SHALL BE PERMITTED TO BE I N CONTACT WITH x�,` p o~E-- ° 4'�, ,I OF ADHESIVE THE TOP SIDE OF SHEATHING, OR CONTINUOUS INSULATION W v H W x OF SEALANT W P "`• ONTI NUOUS BEAD AIR SEALING AT RECESSED LI6H1 IN6 IN ATTIC a w w V L Z INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND ONTIINUOU5 SILL 5EALER OF SEALANT EXTENDS FROM THE BOTTOM TO THE TOP OF ALL I,., ' -FULL WIDTH OF MUD5ILL oNTIN0005 BEAD 5-02 Scale: 5/4' ■ Ib" PERIMETER FLOOR FRAMING MEMBERS F Q - FOUNDATION WALL l- OONTINUHOUS BEAD CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL SPACES TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, m o z N w u_ AS AIR BARRIER yy { .,r' OF SEALANT BE COVERED WITH A GLA55 VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE u d u o, o 0 0 ONGRETE SLAB AS 4 }} 11 WITH OVERLAPPING JOINTS TAPED CRAWL SPACE WALLS Q$i° o AIR BARRIER 1 ° ° D''=w v SHAFTS / DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE ° O w J�d F K o a SHAFTS OPENING TO EXTERIOR OR w o J a O d UNCONDITIONED SPACE TO BE SEALED z r xo= cl) PENETRATON5 0 D'w d ° I ---FLOOR ASSEMBLY LOCKING A5 REQUIRED w��4 4 O w YPSUM BOARD BOX BATTS IN NARROW CAVITIES SHALL BE GUT TO FIT, OR "' �'I CONTINUOUS BEAD �_ ° F z u F SEALANT ONTINUOUS BEAD ENCLOSURE NARROW CAVITIES NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT ° ° w p atu a I OF SEALANT ATTIC INSULATION ON INSTALLATION READILY CONFORMS TO THE AVAILABLE q z_$ ,O w N N V CAVITY SPACE D'It z O ��>7 UJ 0 GEILIN6 JOIST r I ONTINUOUS BEAD I~ ? ;, g } v H tk + GARAGE SEPARATION AIR SEAL BETWEEN GARAGE AND CONDITIONED OF SEALANT 1 SPACE p Q a _ Q NTERIOR 6YM5UM N NQ�O Rr WALLBOARD AS BARRIER 1 + i t RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE Q O w w o m J RECESSED LIGHTING u,ui o z>o c'Q ! I MN MiN f 1 . ( BUILDING THERMAL ENVELOPE SHALL SE SEALED BUILDING THERMAL ENVELOPE SHALL BE SEALED z CONCEPTUAL AIR SEAL I NO STRATEOY // CONCEPTUAL AIR SEAL I NO STRATEOY // `, TO THE DRYWALL AIR TIGHT AND Ir. RATED ty N 0 v N Q N l-w CONCEPTUAL AIR SEALING STRATEGY i i LOWER NALL 5EOTI ON UPPER WALL 5ECTI ON AT UPPER FLOOR BAND JOIST 1 ._ _ ._%_. BATT INSULATION SHALL BE GUT NEATLY TO FIT `�11 w U F 1 PLUMBING AND WIRING ,L-T N N �Y p_K o a AROUND WIRING AND PLUMBING IN EXTERIOR r--u,-w w ly Q " 5-02o1I Scale:g/4" ■ r-0• XPANDIN6 FOAM SEALANT WALLS, OR INSULATION THAT ON INSTALLATION u , n u , „ AT PERIMETER +n u-d i o w N w~ 5-02002 Scale,:5/4 = 1'-0" 5-02005 5ca l e: 5/4 = I -O NTINUOUS BEAD OF READILY CONFORMS TO AVAILABLE SPACE SHALL �i� o u-o m w�_L o EXTEND BEHIND PIPING AND WIRING O N O Q O o z [p SEALANT z_ F N d Q z o DRYWALL GEILIN6 THE AIR BARRIER INSTALLED AT EXTERIOR WALLS I<T O w°n N o- Z GYPSUM BOARD SHOWER/TUB ON EXTERIOR WALL EXTERIOR WALLS ADJAGENT TO SHOWERS AND O w r o z O N INSTALL I" RIGID INSULATION 2) LAYERS 2" RIGID INSULATION GE55ED LIGHT FIXTURE ADJACENT TO SHOWERS AND TUBS SHALL N F_ < w D d SEPARATE THEM FROM THE SHOWERS AND TUBS TUBS SHALL BE INSULATED ,Q u v Q w 4 Q w� INSTALLED DURING FRAMING Q Q F N o Q o o OUT TO FIT BETWEEN THE ELECTRICAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND RAFTERS FROM 5EAL BOTH RN AIRSEALIN6ATREGE55EDLIGM1N61NATfIG EXTERIOR WALLS ELECTRICAL OR COMMUNICATION BOXES OR I" RIGID INSULATIONSIDES ALONG RAFTER WITH �' `, AIR-SEAL BOXES SHALL BE INSTALLED ROUGH OUT AROUND EXPANDING FOAM SEALANT. == O O O VENTILATION CHUTE MAINTAIN EQUAL VENT SPACE 5-02040 Scale:g/4" = I'-0" {��/AG REGISTER HVAG REGISTER BOOTS THAT PENETRATE BUILDING -AIR SEAL PERIMETER VENTILATION CHUTE FOR LENGTH OF RI61D INSULATION NSULATED EXTERIOR BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE WITH EXPANDING ATTIC INSULATION WALL SUBFLOOR OR DRYWALL FOAM SEALANT XTERIOR WALL f SHEATHING WHEN REQUIRED TO BE 5EALER, CONGEALED FIRE i INSTALL I" RIGID INSULATION CONGEALED SPRINKLERS VERTICALLY TO CONNECT r SPRINKLERS SHALL ONLY BE SEALED IN A MANNER ooe 1' INSULATING SHEATHING TO RI61D 5-STUD CORNER WITH RI61D INSULATION THAT IS RECOMMENDED BY THE MANUFACTURER. INSULATION BAFFLE. —t i FOAM SEAL BOTH JOINT �--�k ; i CAULKING OR OTHER ADHESIVE SEALANTS SHALL f l ` £ NOT BE USED TO FILL VOIDS BETWEEN FIRE a 5-00007 5calo:g/4" ■ I'-0" SPRINKLER COVER PLATES AND WALLS OR Z "�!` �• i CEILINGS �1! ONTINUOUS BEAD y4" +�''�"`� 2- A j OF SEALANT , v ONTINUOUS BEAD RIGID INSULATION s .w„ Ca OF SEALANT I •,; h TERIOR INSULATED """ ` RIGID INSULATION ' WALL ROVIDE BLOGKIN6 AT ` O XTERIOR INSULATED STUD CAVITY AT SHOWER AT EXTERIOR WALL I `d H WALL q� ONTINUOUS BEAD OF MATERIALS R-VALUES z v r N5TALL INTERIOR 5HEATHIN6 O UJ LU �( I"RI6117 INSULATION AS ATTIC EAVE BAFFLE CUT I"EXTERIOR INSULATION 5HEATHIN6 AS I SEALANT 1 I v Z z PRIOR TO INSTALLATION OF � O O O O AROUND MANUFACTURED VENT ATTIC EAVE BAFFLE AND VENT Z Z 0 I ' '" PREFAB FIREPLACE UNIT 1- C i EMENT $AGKERBOARD MATERIAL R-VALUE } O O 5-0I006 5cale:5/4" = 1'-0" 5-01005`.,ca1e:3/4" = I'-0' . TUB SURROUND FINISH 0% 0 0 0 0 O Z FAB TUB UNIT TILE SURROUND FINISH r FIREPLACE EMENT BAGKERBOARD I UNIT �`" BUILDING BOARD N N N N N N5TALL I" RI61D INSULATION ' ` TUB 5URROUND ; O ry m AT BOTH HORIZONTAL AND —\ ry ry NSULATED PROVIDE BLOCKING AT BEYOND GYPSUM WALL BOARD (y2") 0.45 ry O ry 41 Q DRAINAGE PLAN VERTICAL P051TION5 NSULATED EXTERIOR I`' .•._ EXTERIOR STUD GAVITY AT TUB I;', d (V ry La (LEAVE g" GAP FOR EXPANDING FOAM) STUD WALL I STUD WALL AT EXTERIOR WALL �� I ONTINUOUS BEAD GYPSUM WALL BOARD (�/8") 0.5C 25 O O ry THIN PROFILE WALL SHEATHING OF SEALANT 1 0.62 INSTALL EXPANDING FOAM �> I'" PLYWOOD (Y2 ) = SEALANT AT INTENTIONAL GAPS INSULATED EXTERIOR I THIN PROFILE WAL } } 0.�14 w AT I" RIGID INSULATION—: - EXISTING FLOOR �'`�. I I 5TUD WALL `� 5HEATHIN6 PLYWOOD (3/4") > ASSEMBLY CONTINUOUS BE OF �,. % "1 ONTINUOUS BEA SEALANT --CAVITY INSULATION ONTINUOUS BEAD OF I`"±`•.. OF SEALANT MINIMUM " DRIP — �p.y1 5ELANT SIDING ANUF. SHOWER _ .-�--.. I" RI61D INSULATION M,....I PAN LU ALUMINUM/ VINYL SIDING (NOT INSULATED) 0.61 SOFFIT CLO5U XPANDIN6 FOAM XPANDIN6 FOAM (� 1 ----WOOD FLOOR ASSEMBLY-- 1 ALUMINUM/ VINYL SIDING (2" INSULATION) 1.80 e OOD FRAME FLOOR O lu — 1' ASSEMBLY ' OD FRAME FLOORING • ��" FLOOR ASSEMBLY INSULATED CANTILEVER FLOOR// �° HARDWOOD FLOORING (514") CAVITY INSULATION WITH I"R1610 INSULATION CL05LIRE Z TILE 0.05 5-01014 Scale:g/4" ■ 1'-0' AIR SEALING BEHIND SHOWER WITH AIR 5EALIN6 AT PLATFORM FOR MANUFACTURED AIR 5EALIN6 BEHIND TUB WITH 1 1 1 THIN-PROFILE 5HEATHIN6 FIREPLACE ASSEMBLY THIN-PROFILE 5HEATHIN6//SECTION CARPET W TI-I FIBER PAD 2.08 J 1�-) -TIC INSULATION 5-0I00T 5cole:5/4" ■ I'-0' 5-01012 Scale:g/q• = 1'-0:: 5-01009 Scale:3/4" ■ I'-o" CARPET WITH RUBBER PAD 1.25 ` � .r Q EILIN6 FRAMINGLH ti f' LOOR GRILLE AIR SPADE (/2" UP TO 4") 1.00 O Z 0 HEATH INTERIOR OF LOOK DUCT BOOT LEGTRIGAL WIRE ,I t " RI61D i ATTIC ACCESS TO ONTINUOU5 BEAD OF J�1 YET ' LATION +1" OF INSULATION LNSU i LEVEL I I I I I I I I SUB FLOOR TOP PLATE ROOF I NO AGGE55 PANEL PLUMBING PIP -� I I III O O ASPHALT SHINGLI=S 0.44 R.AW AGGE55 PANEL TOP PLA nn Q F O SNUG WITH PERIMETER NSULATED FLEXIBLE DUCT XPANDIN6 FOAM WOOD SHINGLES O.q1 OL SCREWS EXPANDING FOAM TIE AT INNER LINER SEALANT SEALANT ASTIG AT INNER LINER O < Z TRIM AS REQUIRED TIE AT OUTER LINER ALL STUD (y FINISH GEILIN6 WALL 5TU DOORS n 'I ' K WOOD, SOLID GORE (1 5/4") 2.1-1 J t�-1 Q INSULATED METAL DOOR (2") 15.00 AIR SEALIN6 AT ATTIC,HATCH//FINISH SCREWS AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT DUCT BOOT AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION Q mLU 5-02022 5Gale:5/4' - 1'-0" 5-01025 Scale,:g/4" ■ 1'-0" S-01033 5cale:g/4" ■ 1'-0" 5-01024 5cale:g/4' ■ I'-O" POURED CONCRETE PER I" 0.08 Ul O O m / Z v O < z_ d U GENERAL CONDITIONS UNLESS OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2015 IEGG -AIR LEAKAGE: CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION Rg05.2 -JOINTS, PENETRATIONS, AND ALL MINIMUM DESIGN DEAD LOADS* AS PER ASGE 7-05 CONSTRUCTION, AIA DOCUMENT-201 TO BE AS INDICATED ON DRAWINGS. OF THE INTERNATIONAL RESIDENTIAL OTHER SUCH OPENINGS IN THE NOTE: 4/87 SHALL APPLY. THE (SONTRAGTOR PROVIDE OUTSIDE COMBUSTION AIR GODS ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE COMPONENT LOAD -THE MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SHALL OBTAIN GERTIFIC:ATE OF WITH 6" DUCT AND DAMPER EACH SIDE SHALL BE GAF-GLASS-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE (psf) CHAPTERS 12-25 OF THE 2020 INTERNATIONAL RESIDENTIAL GODE. -� OCCUPANCY. SUBSTITUTIONS SHOULD FOR A TOTAL RECOVERY CAPACITY ROOF SHINGLES OR APPROVED SEALED. G E I L N G S -THE FUEL GAS SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF °T01)Df0� NE.t� NOT BE MADE WITHOUT .WRITTEN OF 150 GFM MIN. MAINTAIN MAXIMUM EQUAL. SHINGLES SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IC, CHAPTER DI OF THE 2020 INTERNATIONAL RESIDENTIAL GODS. GYPSUM BOARD (I/2-inJ �.O -THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF n �c h R � � c 7 E1. c. AUTHORIZATION BY THE ARCHITECT. 20 GFM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO �`'1 THE PREMISES SHALL BE KEPT GYPSUM BOARD (5/8-inJ q O CHAPTERS 25-53 OF THE 2020 INTERNATIONAL RESIDENTIAL GODS. FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATGH ICE AND WATER PENETRATIONS, OR TYPE IC OR NON-IC, -THE ELECTRICAL SYSTEM SHALL BE INSTALLED IN AGGORDANGE WITH THE REQUIREMENTS OF - TODDO`CON€ ELL,AIA REASONABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, RATED INSTALLED INSIDE AN SUSPENDED STEEL CHANNEL SYSTEM 2.0 CHAPTERS 54-42 OF THE 2020 INTERNATIONAL RESIDENTIAL GODS. AT THE GOMPLETION OF WORK, THE DOORS TO CONFORM TO THE 2015 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY 120OVeterans Memorial Highway GON7RAGTOR SHALL REMOVE ALL IEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5" CLEARANCE FROM COVE R I N G S, ROOF, AND WALL Suite 120 WASTE MATERIALS, TOOLS, RUBBISH, LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NEGESSAR`l' FOR A COMBUSTIBLE MATERIALS AND 5" ASPHALT SHINGLES 2.0 Hauppauge,,NY'11788 ETC., GLEAN CLASS AND LEAVE WORK �� THIS PROJECT COMPLIES WITH: THE 2020 RESIDENTIAL CODE OF NYS 8 FIREPLACE WALL THICKNESS WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION GYPSUM SHEATHING, 1/2-in. 2.0 P(631)650-6666 BROOM GLEAN UNLESS OTHERWISE 4" NON COMBUSTIBLE FIRE STOPPING ROOFING IS TO BE APPLIED IN STRICT PLYWOOD (per 1/2-in.) 1•6 IN ACCORDANCE WITH 2O18 IEGG RESIDENTIAL ENERGY EFFICIENCY GODS, THE PROJECT F(631)650-6667 SPECIFIED. THE CONTRACTOR SHALL BETWEEN COMBUSTIBLE WOOD FRAME AGGORDANGE WITH THE VAPOR RETARDER: C(516)658-0325 GARRY WORKMAN'S COMPENSATION CONSTRUCTION. MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER RIGID INSULATION, 1/2-in. 0.75 GOMPLIANCE METHOD CHOSEN IS TOTAL UA-ALTERNATIVE AND A RESGHECK HAS BEEN SUBMITTED AND GENERAL LIABILITY INSURANCE. WITH THESE DRAWINGS. CONTRACTOR SHALL SUPPLY DOLOR SIDE OF ALL NON-VENTED FRAMED SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 �•":: ALL SHALL GOMPLY WITH STATE AND FOUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR CEILINGS, WALLS, AND FLOORS. ' LOCAL CODES AND ORDINANCES. THE INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL, PRIOR TO BITUMINOUS, SMOOTH SURFACE 1.5 CONTRACTOR SHOULD FULLY WATERPROOFING MEMBRANE FIBERGLASS MASTIC. (FED. SPEC. INSTALLATION. MATERIALS IDENTIFICATION: TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS AND/OR GUARANTEE HIS WORK AND THE WORK S.S.G. 155 TYPE-1) MEMBRANE TO BE -MATERIALS AND EQUIPMENT MUST BE FLOORS AND FLOOR F I N I S H E 5 SPECIFICATIONS ARE IN COMPLIANCE w/ THE 2020 EGG OF NYS, AND THE 2018 IEGG OF HIS SUBCONTRACTORS FOR A CONTINUOUS FROM TOP OF INSULATION INSTALLED IN AGGORDANGE WITH THE PERIOD OF ONE YEAR AFTER CERAMIC OR OUARRY TILE (5/4-in.) COMPLETION OF THE P�:OJEGT UNLESS FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURER'S INSTALLATION ON 1/2-in. MORTAR BED 16.0 NOTE: OTHERWISE SPECIFIED. ALL WORK EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL INSTRUCTIONS. FOUNDATIONS CHAPTER 4 DESIGN (TABLE R401.4.1) BASED UPON PRESUMPTIVE LOAD BEARING FACED FIBERGLASS GATT INSULATION -MATERIALS AND EQUIPMENT MUST HARDWOOD FLOORING, 7/`7-in. 4.0 SHALL BE PERFORMED IN BY JOHN MANVILLE OR APPROVED IDENTIFIED SO THAT THE COMPLIANCE LINOLEUM OR ASPHALT TILE, 1/4-in. 1 0 VALUES OF SANDY GRAVEL AND/OR GRAVEL AT 2000 LBS PER SQUARE FOOT. CONTRACTOR TO ACCORDANCE WITH GOOD BUILDING FIRE BLOGKINO EQUAL, FOIL TO BE PLAGED TOWARD CAN BE DETERMINED. CONSULT ENGINEER IF DIFFERENT SOIL MATERIALS ARE FOUND UPON EXCAVATION OR TEST HOLE, PRAGTIGES. THE CONTRACTOR SHALL FIRE BLOGKINC SHALL BE PROVIDED, WARM SIDE. PROVIDE II/2'' RIGID -MANUFACTURER MANUALS FOR ALL SUBFLOORING, 5/4-in. 5.o FOR ALTERNATIVE FOOTING AND FOUNDATION WALL DESIGN INDEMNIFY AND HOLD HARMLESS THE AS PER SECTION R502.15 OF THE FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING FLOORS, WOOD JOIST (no taster) 12-in. 16-in. OWNER, ARCHITECT, AND THEIR RESIDENTIAL GODS NEW PORK FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER JOIST SIZES (in.) p O.G. O.G. THIS PROJECT MUST CONFORM TO APPENDIX J OF THE 2020 RESIDENTIAL CODE OF NYS SECTIONS AGENTS AND EMPLOYEE=S FROM AND STATE, TO GUT OFF ALL CONGEALED TO 6'BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE AGAINST ALL CLAIMS, DAMAGES, DRAFT OPENINGS (BOTH VERTICAL SPECIFIED. RARE SHOULD PROVIDED. 2x6 6 5 AJ501.5 REPAIRS, OTHERWISE SPECI LOSES AND EXPENSES, INCLUDING AND HORIZONTAL). BE TAKEN NOT T AJ501.7- ADDITIONS DAMAGE -INSULATION R-VALUES AND GLAZING 2x8 � 6 A.J501.5 - ALTERATIONS LEVEL 2, AND ATTORNEYS FEES ARIS'NG OUT OF OR PROVIDE FIRE BLOCKING IN FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY z3 Ln RESULTING FROM THE PERFORMANGE CONGEALED SPAGES OF STUD WALLS MARKED ON THE BUILDING PLANS OR 2x10 T 6 og in m OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED GLASS WINDOWS AND DOORS SPECIFICATIONS. 2x12 8 7 Sz W (n SUCH CLAIM, DAMAGE, LOSS OR SPACES AT THE GE I L I NO AND FLOOR 0 0>- z i- TO BE INSTALLED AS PER SECTION FRAME FARTI T I O N S REPAIRS- SECTION AJ401 >a a''' W W (V EXPENSE (A) IS ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL R508 OF THE RESIDENTIAL CODE OF DUCT INSULATION: _``'-�' BODILY INJURY, SICKNESS, DISEASE FURRED SPAGES SHALL ALSO BE FIRE WOOD OR STEEL STUDS, 1/2-in. GYP. BOTH SIDES 8.0 ALTERATION LEVEL 2 - SECTION AJ501 AND AJ601 Q N�Jara 0 OR DEATH OR TO INJURY TO OR BLOCKED AT INTERVALS NOT N.Y.S. ALL GLASS IS TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED FRAME WALLS ADDITIONS - SECTION AJ801 W o ir a # LOW-E UNLESS OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING N WW1 W W�3 DESTRUCTION OF TANGIBLE PROPERTY EXCEEDING 10 FEET. OLA55 SUBGONTRAGTOR SHALL NOT MUST BE INSULATED TO R-8. EXTERIOR STUD WALLS: ~ o z Z (OTHER THAN THE WORD: ITSELF INSTALL GLASS UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED �z_ mow INGLUDINC THE LOSS OF: USE PLUMBING 2x4 ® 16-In., 5/8-in. GYPSUM, z=Lq o c� z0711 CLEARANCES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING INSULATED, 5/8-in. SIDING 11'O z F_cj y z c�=- RESULTING THERE FROM). (B) IS CONTRACTOR SHALL INSTALL WATER SLIDING GLASS DOORS, SKYLIGHTS MUST BE INSULATED TO R-4. GAUSED IN WHOLE OR IN PART BY ANY SUPPLY AND SANITARY SYSTEM AS ~ ~W U AND/OR WINDOWS AS REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED a�-�W NEGLIGENT ACT OR OMISSION OF THE INDICATED. PROVIDE HOT AND GOLD 2x6 @ 16D, 5/8-in. GYPSUM, 12.0 CODE, SHALL BE INSULATED SPAGES MUST BE INSULATED TO R-8. INSULATED, 5/8-in. SIDING CONTRACTOR, ANY SUBGONTRAGTOR, SHUT-OFF VALVES AT ALL FIXTURES. -RC--TURN DUCTS IN UNCONDITIONED TEMPERED GLASS. ALL GLASS DOORS ANYONE DIRECTLY OR INDIRECTLY ALL WATER PIPING TO HAVE EXTERIOR STUD WALLS WITH BRICK VENEER 4b.0 m °�-L ~ o AND WINDOWS SHALL BE INSTALLED IN SPAGES (EXCEPT BASEMENTS) MUST z o ,L EMPLOYED BY ANY OF THEM, OR GLEANOUTS AT ALL CHANGES OF STRICT AGGORDANGE WITH THE BE INSULATED TO R-2. " WEIGHTS OF MASONRY INGLUDE MORTAR BUT NOT PLASTER. FOR o a w°�0 0 0 0 DIRECTION AND AT BASE OF w w ANYONE FOR WHOSE ACTS ANY OF MANUFACTURES SPEGIFIGATIONS. ALL -INSULATION IS NOT REQUIRED ON PLASTER, ADD 5 ib/ft� FOR EACH FACE PLASTERED. VALUES 0-�T w 0 0 T 0-w 0 THEM MAY BE LIABLE F'EOARDLESS VERTICAL WASTES. USE 4" CAST IRON WINDOWS ARE TO BE GAULKED AND RETURN DUCTS IN BASEMENTS. GIVEN REPRESENT AVERAGES. IN SOME GASES THERE IS A o mom}W_K`o OF WHETHER OR NOT IT IS CAUSED IN THROUGH FOUNDATION WALL PITCHED CONSIDERABLE RANGE OF WEIGHT FOR THE SAME GON5TRUGTION. n_�,o 0 Q 10d SEALED AS PER 2015 IEGG n aILI 0- PART BY A PARTY INDEMNIFIED MIN. I/8" PER FOOT. TRAP/WASTE REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: zw�Tz°=��,n HEREUNDER. ALL MATERIALS, SIZES FOR FIXTURES SHALL BE AS 2016 EGG OF NEW YORK STATE: w E N c z~ n PANS UNDER ALL SLIDER DOORS, AND -ALL JOINTS, SEAMS AND m� tu ASSEMBLIES, AND METHOD OF R401.5: PERMANENT CERTIFICATE - SHALL 8E COMPLETED BY THE FOLLOWS: WINDOWS WITHIN A 6" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY o z��i��°o � CONSTRUCTION INCLUDING BUT NOT DISH WASHER 1 1/2" SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS, CASKETS, BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN °-S Jz_T n�, v LIMITED TO FORM-WOR<, KITCHEN SINK I/2" THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE o TO BE FULLY WEATHER-STRIPPED. MASTIGS (ADHESIVES), d NAILING, LAVATORY I i/4" BUILDING. , ° zd,_pw 0 F- BLOGK-WORK, FRAMING, PROVIDE ALL SGREEN5 AND MASTIC-PLUS-EMBEDDED-FABRIC,, OR PLACING OF CONCRETE, ETC. ARE TO SHOWER 2" ° HARDWARE AS REQUIRED. ALL GLASS TAPES. DUGT TAPE IS NOT z o R402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL BE BE GAREFULL T' SUPERVISED BY THE TOILET 5" S TO BE FREE OF SCRATCHES AND PERMITTED. WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO CONTRACTOR TO BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 5" MAIN IMPERFEGTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED THE INSULATION ON THE SURROUNDING SURFACES. -7 IN ACCORDANCE WITH THE DRAWINGS, VENT STAGK INCREASED TO 4'' THE MANUFACTURER FOR A PERIOD OF AND LOGKING-TYPE LONGITUDINAL Q° o a o�k z ID,o SPECIFICATIONS, APPLIGABLE CODES THROUGH THE ROOF. PROVIDE FROST NO LESS THAN 5 YEARS. ALL WIND E OWS JOINTS AND SEAMS ON DUGTS T nO)°d °30 R402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE L i-w N w w AND GOOD PRACTIGE. DEVIATIONS PROOF HOSE-BIBS AS INDICATED ON TO BE ANDERSEN UNLESS INDICATED OPERA71NO AT LESS THAN 2" w.9 TED GONSTRUG TO LIMIT AIR LEAKAGE TO < 5 AIR CHANGES PER FROM THE DRAWINGS AND PLANS WITH EASILY ACCESSIBLE - OTHERWISE. (500 PA.) HOUR. SPECIFICATIONS WILL NOT BE DRAIN DRAIN-GOGK5. THE WATER -DUGTS SHALL BE SUPPORTED EVERY PERMITTED WITHOUT WRITTEN SUPPLY AND SEWAGE DISPOSAL 10 FEET OR R402 IN ACCORDANCE WITH THE INSTALLATION - THE GOMPON>=NTS OF THE BUILDING 3$z T N3}Q o z AUTHORIZATION OF THE ARCHITECT. SYSTEM SHALL COMPLY TO THE .4.1.1: °W o�1:�$o- z MANUFACTURER'S INSTRUCTIONS. THERMAL ENVELOPE SHALL BE INSTALLED IN AGGORDANGE WITH THE CONTRACTOR SHALL BE APPLIGABLE COUNTY DEPARTMENT OF PAINTING AND STAINING -COOLING DUGTS WITH EXTERIOR °QT Q WKa a THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE= 2EQUIRED BY °Q zQ *� RESPONSIBLE FOR THE SHOP HEALTH STANDARDS AND THE FOLLOWING IS INCLUDED FOR THE INSULATION MUST BE COVERED WITH A w"'�z w z w o DRAWINGS WHICH MAY BE NEEDED. REGULATIONS. APPROVAL OF ALL CODE OFFIGIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL < ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM CONVENIENCE OF THE PAINTING VAPOR RETARDER. COMPONENTS AND VERIFY COMPLIANCE. - GONTRAGTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE ARE TO BE FIELD VERIFIED. APPROPRIATE LOCAL AUTHORITIES INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. CONTRACTOR TO REMOVE $ PRIOR TO CONGEALMENT. PRIOR TO R402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE REQUIRED FOR VARIOUS SURFACES. IT -THE HVAG SYSTEM MUST PROVIDE A TESTED AND VERIFIED AS HAVING < 5 AGH50 IN GZ4A, 5, A6A. ~ ~ ~ RELOCATE AS REQUIRED ALL ORDERING, CONTRACTOR SHALL IS THE INTENT OF THESE MEANS FOR BALANGINC AIR AND TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. DI�M�T�R EXISTING WORK WHICH INTERFERES SUPPLY GUTS OF FIXTURES FOR REFLECTIVE WHITE SPECIFICATIONS TO PROVIDE A WATER SYSTEMS. WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT COMPLETE FINISH. ALL PAINTED R402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING THAT THE OWNER CHANGES, THE SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. SITE WORK CONTRACTOR SHALL CREDIT THE IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND STAKEOUT IS TO BE PERFORMED BY A OWNER FOR THE FULL ACCEPTABLE. ONE THERMOSTAT CAPABLE OF EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE LICENSED SURVEYOR. _TAKING AND SUBCONTRACTORS COST FOR THE INTERIOR WOOD SURFACES-APPLY TO AUTOMATICALLY ADJUSTING THE z LAYOUT ARE TO ESTAEL15H ALL LINES CHANGED UNIT. LIGHTLY SANDED SURFACES, WALLS, SPACE TEMPERATURE SET POINT OF R403.5.2: DUCT SEALING - DUGTS, AIR HANDLERS, AND FILTER AND BENCHMARKS. VERIFY ALL GIVEN HVAG DOORS, FRAMES, TRIM, AND BASES, THE LARGEST ZONE. BOXES SHALL BE SEALED. DATA ON DRAWINGS. IN CASE OF ONE GOAT WOOD FILLER OR STAIN v SYSTEM TO BE DESIGNED BY OTHERS. AND TWO GOATS MGKLUSKY'S ELECTRIC SYSTEMS: 0 DISCREPANGY, RECEIVE= R405.5.5: DUGT TESTING - DUCTS SHALL BE PRESSURE TESTED TO PROVIDE PROPER SUPPLY L ALL EGGSHELL FINISH NON-YELLOWING -SEPARATE ELEGTRIG METERS ARE GLARIFIGATION FROM ARCHITECT DETERMINE AIR LEAKAGE. z ROOMS & CONFORM WITH ALL STATE POLYURETHANE. REOUIRED FOR EACH DWELLING UNIT. REFLECTIVE RED PRIOR TO PROCEEDING. EXCAVATE EXCEPTION: DUCT LEAKAGE TEST IS NOT REQUIRED WHERE O AND BAGK FILL FOR WORK INDICATED AND LOCAL CODES. GYPSUM BOARD- MINIMUM ONE GOAT THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN PANTONE # 187 F ON DRAWINGS. STOCKPILE TOPSOIL PRIMER AND TWO GOATS FLAT PAINT. FIREPLAGES: THE BUILDING THERMAL ENVELOPE. Z t!1 0 V r 0 OBTAINED FROM STRIPPING DRIVEWAY EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED O 0 0z z ' AND BUILDING SITE. STOCKPILE ALL GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-GOMBUSTABLE R405.55: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR } Q Z 1�! FRAMING AND ROUGH GARPENTRY EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS PLENUMS EXCAVATED MATERIAL. NEW AND � � � p Q n W O EXISTING BAGK FILL MATERIAL AND JOISTS RAFTERS AND STUDS SHALL ONE GOAT ZING CHROMATE AND TWO -FIREPLACES MUST BE PROVIDD E DESIGNATION FOR STRUCTURAL TOPSOIL ARE TO BE FREE OF WEEDS, BE CONSTRUCTION GRADE DOUGLAS GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, R405.4: MECHANICAL SYSTEM PIPING INSULATION - GARRYING COMPONENTS THAT ARE OF TREE ROOTS, ROGKS AND DEBRIS. FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE FLUIDS >1057 OR <55°F, INSULATE TO R-5 MIN. TRUSS TYPE CONSTRUCTION I 57IPOKE _ N N N O O u� WOOD SILLS AND WOOD IN CONTACT QUALITY PITTSBURCH PRATT GONSTRUGTION PROVISIONS OF THE 2 N m N F- ALL SURPLUS MATERIAL_ THAT IS , O UNSUITABLE FOR BAGK FILL MATERIAL WITH MASONRY SHALL BE AGO. ALL LAMBERT, DUTCH BOY. GAB075, BUILDING CODE OF NEW YORK STATE, R405.6: MEGHANIGAL VENTILATION - THE BUILDINGS SHALL BE N O� ry N � 4 SHALL BE REMOVED FROM THE SITE. EXTERIOR SHEATHING SHALL BE 1/2 MGKLUSKYS, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF . "F" FLOOR FRAMING, INCLUDING O p � \ � N Q PROTECT ALL TREES WITHIN EIGHT COX DOUOLAS FIR PLYWOOD. GONTRAGTOR IS TO PROVIDE STATE OR THE NEW YORK CITY IRG/IMG. " GIRDERS AND BEAMS FEET OF THE BUILDING. PROPER SUB-FLOORS TO BE 5/4" COX SAMPLES OF ALL PAINTS AND STAINS BUILDING CODE, AS APPLICABLE. THE MECHANICAL VENTILATION RATE SHALL 3E NO GREATER "R" ROOF FRAMING - # APPROVALS MUST BE OBTAINED PLYWOOD EXTERIOR SHEATHING TO FOR ARGH17EG7'S AND/OR OWNERS THAN z BUILDING "FR" FLOOR AND ROOF FRAMING BEFORE GOVERINO ANY EXCAVATED BE COVERED WITH "TYVEK" HOUSE APPROVAL. SERVICE WATER HEA71NO: 0.01 X GFA + 7.5 X (# OF BEDROOMS + 1) STANDARDS AND CODES WRAP OR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL SAMPLE - TITLE la NYCRR PART 1265.4 RD WORK. GFA = CONDITIONED FLOOR AREA PACE ENGINEERED woos PLACARD STUD WALLS AT 1/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP ON OR ADJACENT TO ELECTRICAL METER eox CONCRETE BLOCK AND AT ALL UNSUPPORTED EDGES OF INSTALLED AS PER SECTION R702.5.2. ON BOTH THE INLET AND THE OUTLET R405.7: EQUIPMENT SIZING - PER ALGA MANUEL S, BASED ON ALL GONCRETE BLOCK IS TO HAVE PLYWOOD. PROVIDE SOLID BLOCKING THROUGH R702.5.6 OF THE UNLESS THE WATER HEATER HAS AN LOADS CALCULATED PER ALGA MANUEL J. r^ "DUR-O-WALL" REINFORGINO EVERY AND DIAGONAL BRACING OF FLOOR INTERNATIONAL RESIDENTIAL CODE. INTEGRAL HEAT TRAP OR IS PART OF �l THIRD COURSE. FILL TOP COURSE JOISTS AT 8' O.G. MAXIMUM AND GYPSUM WALLBOARD APPLICATION A CIRCULATING SYSTEM. R404.1: LIGHTING - A MINIMUM OF 75516 OF PERMANENTLY O 7- C SOLID. MORTAR MIX TO BE ONE PART SOLID BLOGKIN UNDER ALL SHALL BE TAPE JOINT SYSTEM. ALL -INSULATE CIRCULATING HOT WATER INSTALLED FIXTURES MUST HAVE HIGH-EFFIGANGY LAMPS. LU PORTLAND CEMENT, ONE PART LIME UNSUPPORTED EDGES OF PLYWOOD. GYPSUM BOARD TO BE 1/2" ON WALLS PIPES TO THE LEVELS ON TABLE I. NOTE: TRUSS LIGHTING EXEMPT TRUSS I751 C 1�1T1 Oil S I C 1�1 Q R PUTTY, AND SIX PARTS SAND, O ONE ALL GAP PLATES TO BE DOUBLED AND 1/2" ON CEILINGS UNLESS ily PART MASONRY CEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO OTHERWISE INDICATED. FINISH JOINTS, GIRGULATINO HOT WATER SYSTEMS: FOUNDATIONS CHAPTER 4 DESIGN BASED UPON .n _ PARTS SAND. END OF STUDS. LAP GAP PLATES AT J-BEADS. NAIL DIMPLES, CORNERS -INSULATE CIRCULATING HOT WATER SG,4LE: NTS k / - CORNERS. WHERE FLUSH FRAMING AND EDOE5 SHALL BE TAPED AND PIPES TO THE LEVELS ON TABLE 1. PRESUMPTIVE LOAD BEARING VALUES OF SANDYORAVEL n/ tZ CONCRETE OCCURS, USE MIN. 165A SHEET METAL RECEIVE THREE GOATS OF JOINT AND/OR GRAVEL AT 2000 L85 PER SQUARE FOOT. 1�- ia-1 LH NO CONCRETE OR MASONRY WORK JOIST HANGERS BY "TEGO" OR COMPOUND. ALLOW 24 HOURS TO DRY HEATING AND GOOLINO PIPING CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT SOIL LH APPROVED EQUAL. ALL CORNERS TO BETWEEN GOATS. FINAL GOAT TO BE INSULATION: MATERIALS ARE FOUND UPON EXCAVATION OR TEST HOLE, V_ Z SHALL DONE DURING O FOR ALTERNATIVE FOOTING AND FOUNDATION WALL TA5LE I : MINIMUM INSULATION THICKNESS FOR GIRGULATING HOT WATER PIPES A TEMPERATURES OF 40 DEGREES F. BE MINIMUM 5/2X4 STUDS. HEADERS SANDED SMOOTH. METAL CORNER -HVAG PIPING CONVEYING FLUIDS AND FALLING. NO CONCRETE SHALL SHALL BE MINIMUM 2/2X6 UNLESS BEAD TO BE USED ON ALL OUTSIDE ABOVE 105°F OR CHILLED FLUID DESIGNS INSULATION THIGKNESS IN INCHES BY PIPE SIZES BE PLAGED ON FROZEN SURFACES. NO NOTED ON PLANS. MINIMUM BEARING CORNERS AND AROUND ALL BELOW 55°F MUST BE INSULATED TO HEATED WATER NON-GIRGULATINO RUNOUTS GIRGULATINO MAINS AND RUNOUTS --I ADDITIVES SHALL BE ALLOWED FOR STUDS, JOISTS AND BEAMS SHALL OPENINGS. THE LEVELS IN TABLE 2. TEMPERATURE (F) UP TO I UP TO I.5 O Z O WITHOUT WRITTEN PERM'SSION OF THE BE 5 1/2". USE DOUBLE JAGK STUDS " 1.25 " TO 2.0" OVER 2" ARCHITECT ALL CONCRETE IS TO BE FOR HEADERS OVER FIVE FEET IN ELECTRICAL 170-180 0.5 I.O 1.5 2.0 J�J MIN. 5,500 P.5.1. AT 2& DAYS $ 4,000 LENGTH. ALL WORK SHALL COMPLY WITH THE NOTES: 140-160 0.5 0.5 I.O 1.5 PSI FOR GARAGE SLAB. PROVIDE ALL NATIONAL ELECTRIGAL CODE AND ALL I. OBTAIN ALL PERMITS PRIOR TO 100-150 0.5 0.5 1 0.5 1.0 SLEEVES AND FOUNDATION VENTS AS STATE, LOCAL, AND UTILITY GOMPANY THE START OF WORK. f1 REQUIRED BY NYS CODE. UNLESS CODES AND REGULATIONS. ALL UO- INDICATED, ALL FOUNDATION CIRCUITS SHALL BE MINIMUM 15 AMP. 2. ALL BEDROOM TO BE PROVIDED TAE3LE 2: MINIMUM INSULATION THIGKNESS FOR HVAG PIPES FOOTINGS ARE TO BE A MIN. 8" DEEP POWER WIRING SHALL BE MINIMUM 14 WITH ROD $ SHELF, ALL LINEN v CD z PROJECTING 6" ON EACH SIDE OF THE AWO. CONVENIENCE OUTLETS SHALL CLOSETS TO BE PROVIDED WITH 5 PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZE UA 4K FOUNDATION WALL. PROVIDEB TWO #4 BE LOCATED 12'' ABOVE FINISHED ROWS OF SHELVES. TYPES RANGE (F) 2" RUNOUTS I" AND LESS 1.25" TO 2" 2.5" TO 4" DEFORMED BARS CONTINUOUS IN THE FLOOR UNLESS OTHERWISE INDICATED. HEATING SYSTEMS Q FOOTING. ALL 4" THIGK CONCRETE ALL SWITCHED TO BE LOCATED 56 5. DOOR TRIM AND BASE MOLDING SLABS TO HAVE 6X6 10/10 WELDED ABOVE THE FINISHED FLOOR UNLESS TO MATCH EXISTING LOW PRE55URE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 WIRE REINFORCING. ANCHOR BOLTS IN OTHERWISE INDICATED. SUPPLY LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5L m m GONCRETE SHALL BE HOOKED 5/8" X NOTE: ALL NON-ENGINEERED LUMBER RECOMMENDED LAMPS IN ALL 4. ALL BATHROOM FIXTURES AND STEAM CONDENSATE 12" AT MAX. 5' O.G. PROVIDE BITUMEN TO BE DOUGLAS FIR #2 OR BETTER FIXTURES. FAUCETS TO BE SUPPLIED BY OWNER O Z EXPANSION JOINTS =1,�EEN SLABS AND INSTALLED BY CONTRACTOR (FEED WATER) ANY 1.0 1.0 1.5 2.0 N Z AND FOUNDATION WALLS. COOLING SYSTEMS W tY Q O O 5. FINISHES TO BE SUPPLIED CHILLED WATER, REFRIGERANT 201-250 1.0 1 1.5 1.5 2.0 111 z BY OWNER AND BRINE 120-200 0.5 1.0 1.01.5 m V 0 La � p -72025 '50 "7- M u,",77, II �',Iv MR;1 iTODD O'CONNFLL A R C � I T E C T P.C. c-- L I L. TODD O'CONNELL,AMA J1 J 1,200 Veterans memorial Highway Suite 120 , - lk Hauppauge,NY 11788 I P(631)650-6666 F(631)650-6667 —to x 0 C,(516)6518-0325 0 77,\ 7 , 50.FT. DtOK A(TH HOYTUB TO `REPLACE EXISTIN JA M 0.2 0 M z EXISTING 245 / ; . /24.1/ \\\\ o g c y m 50.FT. ENr-.LC5ED 0.0 z 0>-- z PORCH TO BE > -Z4 'LjL,L05 CONVERTED TO =j 1�- j>: LIVING SPACE LALJLLwim 03- z 0 PRO 5E 5 z I.:z< D z(.) INTER19k 0 LLI Z W LJ 2F z is ik J0 0;%— (S) /ALTERAI-10� -M-L)in Z Q X W P LAJ(3 Lj LLI (JEW rn < \ \'`, y HOW'- 10.2 fvL Q, Do- A < I A z lu 1.10 z LL S, O.FT. FRONT 0-,ZL PORCH W!7 < tu <'00,0 f)"'),0 6 3: 6 > (J) 0 < r tL PI� Y tu o 5 W. 'o "k tL 0, . ........... 0)tu �0- . ............. . .......... . ......... . ......... z an . ............ 6 cj .......... :1:0 tu z . ............ foi-9 D- wvj�ci < IU zip Z§ :ry T T FK T�-o 0 -5 -7 -5 N-7 0 0.4 0 '5 0 � 12 .00 ' o 0 >a H I Cl 0 RN" U IU z z < z w w p PLOT PLAN 10 50ALE. 1" = 10'-011 cmV N N IN cj cv m N Q < ZON I NO INFORMATION TONN OF SOUTHOLD Z � 7 SG . FT . FRONT FORC-/,, H 4 057 SECTION: -7-7 E3LOCX: 5 LOT(5): 12.1 z tu — ZONE: R-40 REGUIRED EX 1ST INO PROF05ErD tu 5G . FT . DEG < A � TH HOT TUT TO LOT AREA 40,000 5G.FT. 50,77-7.2 5G.FT. NO CHANCE > LOT V41DTH 150 FT. 120 FT. NO CHANCE A- � T � << EX � ST � N5 / EXIST � NG LOT DEPTH 150 FT. 125 FT. NO 0HAN5E FRONT `rARD (FINE) 50 FT. 54.1 FT. 54.Oa FT. Ozo LLJ Y-d: x 50 . FT . ENGLOSED FCR (� H TO TT FRONT �'rARLD (HIC-,<OR"'�) 50 FT. 4c[.5 FT. 46.5cl FT. I+ FEAR YARD 50 FT. 510r .a FT. 56.8 FT. SC)E YARD 15 FT. cl.� FT. FT. OL F GON \/ Ef;;;� TED TO L � \I � NG SFA (:� E LI\/AE3LE FLOOR AREA 850 5G.FT. 1/54,5.8 5G.FT. 1-7 1-7.1 5G.FT. ()v �� I T � �� 5UILr�)INO HEIBHT 55 FT. ## F7. NO CHANOE 0_1 JU K L L07 COVERAOE 20 % 6.5 % -1.6 % 0 -1 D . 1 z < z < ILI < <0 00 --. 0 1 u P (631)650-6666 ` F (631) 650-6667 ` C (516) 658-0325 T o DpD O''C O N NEE�L k - SS www.tocarchitects.com A R CH ITECT P. C. ,�.,�f,f - :"id yt 9 it.'i�!F.� �,r O todd@tocarchitects.com April 13, 2023 Town of Southold Building Department Town Hall Annex 54375 Main Road Southold, NY 11971 Re: The Cebada-Mora Residence 70 Pine Avenue Southold, NY 11971 To Whom It May Concern: Please note that this office, Todd O'Connell Architects, has reviewed the changes made during construction. The changes are as follows: 1. Removal of front gable portico- new 30" flying gable instead 2. Modification of crawl space access to other side of existing crawl space 3. New framed front platform instead of masonry 4. Removal of side window facing the new platform 5. Modified the pantry and closet layout on floor plan Very truly yours e\< Todd O'Connell; AIA TOC:jtr ti . 3k n. 4"R �( 5-7 2 °2 5 '50 — c'� 71 AJODD 0-CONNLLl C .. i 7 : C T P. C. C '. r- J l 1200 Veterans Memorial Highway Suite 120 Hauppauge,.NY 11788 , P(631)650-6666 1 - —i� `. ; - - - - - - - I C516 658-ra325 IT U ; PROPOSED 410.57` 5G.FT. DECK YV5 T ` I N —I - o N [ / ® .REPLACE EXI5TINO'\ -j rnul = 0.2 i z EXISTING 243 \ \ /;'24\ v_' t() 5G2.FT. ENCLOSED 15.0 //" ,� N PORCH TO BE _— — CONVERTED TO ; / J / ✓6 LIVING SPACE _ �' Qo0tnt— QL-j Ir /f _ \ / / N W ,� ,\i PROPOSED _ -> v�Z o F INTERIOR Z v � -' .4� �co . z� _..... ._._. N\\ /ALTERATI ON5\ ; 4 z W�o z O~E �l 3 cl rn 10.2 wu_r-mv �i�� d H ° ru'F- wQ Y -tt U z °w�ul SQ.FT. FRONT Z v PORCH — — — — — �-- — — p -Qd-oOw° UJ — ---- — *��dU*il�,Uaw d U -- O�JW�Odw0q$ F-w O °dD!°C,wNN�up r vintl (YI OzpiR IL=NUj1= wlY w ul- wiYd�(Y { °n —4�1 —i UlF-NQ11_��lll E-FQ 1�1N°d��W OZ tiJ ~I-itl�?-d Z d°WJ° N �F oZ a W Qd0 d�w�Qdww I Z�TaRT HO N�5 ® 1-1-dd1 HOOF Ov (] O NSi - � � � O � a z I � OR AVENUE F- O p w w z z O l� I— z z W} If � O w w p PLOT PLAN 0 0 0 o o z SCALE: 1" = 10'-0" (mV N N N ry Ory t N ry � La — sty ZONINO INFOR1� AT - lu TONN OF SOUTHOLD v � 7SECTION: 77 BLOCK: 5 LOT(S): 12.1 _ 50 . FT . FRONT 4 037 ZONE: R-40 RECU I RED EX I ST I NO PROPOSED Z 5G . FT . DEC,,� < �� TH HOT TU13 TO fyLU LOT AREA 40,000 SO.FT. 50,777.2 SO.FT. NO GHANOE 1LI � \ LOT Jul I DTH 150 FT. 120 FT. NO GHANO E . AGE EX ST � N5 T O� -24 ::) LOT DEPTH 150 FT. 125 FT. NO GHANO E LU Q _ FCF;\ C-/ H FRONT YARD (PINE) 50 FT. 54.1 FT. 54.08 FT.50oTTo � OSE � TO BE FRONT YARD H I GKORY 50 FT. 4 5 �— ( ) �. FT. 46.5�f �T. REAR YARD 50 FT. 56.5 FT. 56.5 FT. 0 O GON \/ EF;ZTED TO L � \/ � NO T� S I D YARD 15 �T. + °.�fT. �f.�fT. (� Q 15 0 � � � N7ER � OR LIVASLE FLOOR AREA 850 SG.FT. 4&.8 SG.FT. 1717.1 SG.FT. W— CD z I= ROFOSED ALTERAT � ONS 5U I LD I NC HE I O HT 55 FT. ## FT. NO GHANC E p— l v o LOT GOYERAO E 20 % (0.5 % 7.6 1m- m lu O O � v O < z ui - O p k p - - - - - - - - - - - - - -- z X12" OIL 4 DRYER. UNDER 5HELVE5 ABOVE 2 A.G.Q. D.J. WIll O.C� %-24XI2" A.G.Q. D.J. 016 TODD O'CONNEIL +A IIC � ITECT P. C. :j < z NEW 2"xl2" A.G.Q. LEDGER o DOUBLE D.J. WALL 15 IN. BATH BOARD ANCHORED TO &x d) Ill C.H I: TODD O'CONNELL,Alai i�* - UNDER HOT TUB F_ EACH EXISTING RIM JOISIT EXIST. JACUZ 1200 Veterans Memorial Highway ILL W 1/2" DIAM. x 6" EXIST. U-1 " p i 54OHER GALVANIZED THROUGH EXIST. Suite 120 0 BOLTS AND HASHERS AND rF --I Hauppauge,NY 11'788 ck NUTS Ill 16" 0.0.- x L EX15T STAGGERED P(631)650-6666 -PROVIDE FLASHING L _J,ll ACa HOOD \fUmP', J F(631)650-6667 ILI BEHIND LEDOER AS P05T (TYP) DOWN K FIREPLACE HALL TO BE C(516)658-0325 < U REQUIRED LU TO 12,14) ALL KHITE BRICK, E= 0 SONG -TUBE d SHELVING ON LEFT SIDE FILLED ON OF FIREPLACE. HVAC NEW HOOD DECK 24"X24"XI2" aul IX 4'-0" HT. FOOTIN5 W 0 XI 5500 PSI ALL BATHROOM SHALL J"xb" DECKING TO BE O = JSELECTED BE PROVIDE WITH CONCRETE. MIN 56" El ADEQUATE PLUMBING _j 1611 FIXTURES TO ALLOW FOR, K < 2NI2" A.G.Q. D.J. 016" < 2NI2" A.G.Q. D.J. 0 MIN. CLEAR SPACE lu 1 O.C. O.C. DISTANCE THROUOHOUT LIVING ROOM ROOMS- TOILET,SINK, :z 411X411 ACa WOOD TUB- AS PER 2015 INTERNATIONAL POST (TYP) DOWN K 0 1z RESIDENTIAL CODE 'Z TO 12 0 b / i I' t T_ SECTION i 50NO-Ti O < z z tu v-" FILLED W 5500 Z' SECTION R.312: V FBI CONCRETE. c IL �AN AND K EXIST. F.J. 5 NOTE CONDITIONS DRAM AND DIRECTION V.I.F. MIN 56" BELOW R512.1 OUAIRD5. GUARDS NOTED AS EXISTING ARE TO BE tu Z GRADE (TYP) SHALL BE PROVIDED IN CONFIRMED AT START OF 0 BEL OW ELON ACCORDANCE WITH CONSTRUCTION. ARCHITECT 15 TO BE '/0 F n SECTIONS R512.1 NOTIFIED IMMEDIATELY OF ANY NOTE: HALLS z THROUGH R312.1.4. DISCREPANCIES TO BE FAINTED Z W will ly WHITE 0>-- z NOTE: PROVIDE SHEAR R512.1.1 WHERE REQUIRED. I 1\0 LEGEND 2P z W W UP HALL HOLD DOWN NOTE UPGRADE EX15TINO OPEN ><<MW S2 ILd- CAJARDS SHALL BE CONDITIONS TO MATCH WARDS SHALL 0 _j_j BETWEEN FOUNDATION LOCATED ALONO CONDITIONS INDICATED ON x HAVE BALUSTERS OR =0:(A <>: tu - - - EXIST. CONSTRUCTION 70 BE 00(n < < # AND FIRST FLOOR OPEN-51DED WALKING PLANS. < -1 In ORNAMENTAL PATTERNS WWL�ll 0�l HALLS AND BETWEEN SURFACES, INCLUDING 0 SUCH THAT A REMOVED 1-(4 r-'z"n'0 UP 51-1 FIRST AND SECOND STAIRS, RAMPS AND 4-INCH-DIAMETER SPHERE EXIST. CONSTRUCTION 70 BE FLOOR HALLS To LANDINGS, THAT ARE RELOCATE EX. LIGHT FIXTURES CANNOT PASS THROUGH -A MAINTAIN INTEGRITY REMAIN- PATCH AND REPAIR 70 zw2F 2Wz OF THE SHEAR HALL LOCATED MORE THAN AT EVERY DOOR AS REQUIRED- Ill H.H. ..................... ANY OPENINC? UP TO A NEW C.OND17ION AS REOUIREI:�) Z chi 0 FROM FOUNDATION TO 50 INCHES MEASURED PROVIDE NEW LIGHT FIXTURE AT HE16HT OF 54 INCHES. AS P NOTE: CONDITIONS DRAIN AND SECOND FLOOR IN NOTE: VERTICALLY TO THE ALL NEW ENTRY DOORS PER SECTION 1015.5 OF Ir W _0 - -7777- , NOTED AS EX15TINC7 ARE TO BE ACCORDANCE WITH DOUBLE ALL FLOOR OR GRADE 0 0) -7- NYS RESIDENTIAL CODE I NEW EXTERIOR WALLS CONFIRMED AT START OF THE PROVISIONS Or FLOOR 5ELOPq AT ANY POINT (@ _j t_: CONSTRUCTION -2" X 6" WOOD CONSTRUCTION. ARCHITECT 15 TO BE� SECTION 5.4.4-2.5 JOIST5 UNDER WITHIN 5ro INCHES NOTE 5MOKE DETECTORS TO BE 00 0 d) I (TYP) STUDS @ 1&" O.G. PROVIDE R-21 NOTIFIED IMMEDIATELY OF ANY x M UJI C,< PROVIDED IN ALL BEDROOMS AS I-: W M ly U_ v ZF!Dw DISCREPANCIES 12015. PARALLEL HORIZONTALLY TO THE Hr�) UN-FACE[�) BATT INSULATION 5 PER CODE. T1 EXISTING - 11 PARTITION EDGE OF THE OPEN K CRANI-SPACE NOTE- AND 112" INTERIOR OYF. ED. (SEE VERIFY EXISTING BEAM, NEW FOOT SIDE. INSECT SCREENING LU Y:L 11�V FOOTING TO D_ KITCHEN SFECIFI GAT ION AND NOTES) AND NOTE: UPGRADE EXISTING COLUMN AND FOOTING BEAR ON VIRGIN SHALL NOT BE NOTE: COORDINATE ALL FINISH T_ a)� D/a �-V X CONDITIONS TO MATCH LOCATIONS IN FIELD. UNDISTURBED SOIL CONSIDERED AS A MATERIALS PqITH CLIENT PRIOR REF 1/2'' EXTERIOR FLY��=7) 0-In p d d�V CONDITIONS INDICATED ON SHEA7HINO, AIR INFILTRATION -I,-I<<0-10, L Ql 1, OUARD. It TO CONSTRUCTION- FLOOR, Wo0Tz0xjjL 0 PLANS. CEILIN5, KALL5, ETC. JU 2X8 COLLAR TIES ill O.C.N. BARRIER AND SIDINO AS 77 z 'n�-� dJ cf'&" AFF. 6, to SELECTED BY OWNER. PROVIDE 0' t-e! 0 :21 ,1)111 0 I" RIOIE) INSULATION 50ARE7) I"BE 400 SERIES T T o W NOTE: ALL WINDOWS TO =)z tu 0 HOODRIr7HT WITH LOW E4. NOTE: ALL A55UMED EXISTING q) BEHIND SIDING. D' 00 00 3: 0 0 U-FACTOR-`0.50 STRUCTURE SHALL BE VERIFIED IN x EXIST. EXIST. ___REL_0C__. EXi < 0 5HOC:50.50 FIELD. ALL DISCREPANCIES SHOULD 9,3t Fy Y Zo<0 BE BROUGHT TO 714E ARCHITECTS TUB NEW INTERIOR WALLS 100% HI&H ATTENTION IMMEDIATELY. - - - - - - - �,ccES5 r.>o E CONSTRUCTION -2'' X 4'' WOOD EFFICIENCY LIGHTING )<'p z E�OX-5K.-AkOU d) (IC F L'S OR L E DS) STUL)3 (g) 1&'' O.C. 1/2" INTERIOR W z z;�o AIR CHANGES PER NOTE- PROVIDE ELECTRIC TO T16. &L GYP. 5[�). I BATH lk W o W HOUR ALL APPLIANCES TO LL n -)jy "x 10" LEDC-iER.5 G.H.'AN AND Will 2 BOA ANCHORED TO EACH EXISTING RIM JOIST • ALL APPLIANCES MANUFACTURE SPECIFICATIONS Q EXI5TINr7 C.J. NEW POURED CONCRETE LU W CY_4 4 f/ 1/2" DIAM. x 6" THROU6H OLTS AND HASHERS AND NUTS ® I " O.C.- or DIRECTION V.I.F. SLOPE 2T,-I,,,S)W a- 5TAC,SERED MUST BE ENERGY CA NOTE: HALLS cj� o>uxo Lnvl -PROVIDE FLAS STAR CERTIFIED. kh I f/1:l 1,1;3 kn III HI BEHIND LEDGER AS REQUIRED rq i ILI 1- (1) 1- IV- O o 6 13 EL FLOORS AS REQUIRED TO BE 6 SAW CUT EXISTING LEVEL FAINTED 01 - HARD WIRED SMOKE DETECTOR z FOUNDATION TO CREATE CEILINGS AS REQUIRED -1 - PANTRY EXIST. N/ 5ATTERr BACK-UF IOx2O P. CONC. FOOTI NOTE: li 5/4" PLYWOOD t- <0 111 C.H. CLOSET -Z -I_WzfyMlJI CRAWL SPACE ACCESS ZSUl FLOOR WITH -�GO' Iyw� �=) - H/(2 #4 Ill IW 2" 4" Is�� PROVIDE (2)2"xlO" HDR bl-511 G.H. < NEW CRAWL SPACE IL ()<-T <f?1117 Ji WITH DOOR. NOTE: NEW FINISH FL III ILI 0 c� <Z LU:I:x [--KEYWAY;MIN. 56"' BEL ABOVE ALL NEW WINDOWS AS SELECTED 2vxe) HARD NIRED CARBON MONOXIDE 71111-7< T __0 GRADE. (TYPICAL) DOUBLE ALL FLOOR JOISTS FLOOR -----------------7 - 15" MIN. HEIGHT MIN. 24"xib" CLEAR v<<fT-0 0 MIN. :2" P. GONG. MUD OPENING. MIN. W 2XIO AND POOR, UNLESS UNDER PARALLEL PARTITIONS 3� 10 / a DETECTOR �N/ BATTERY OTHERWISE NOTED. 0. 5" POURED CONr, SLAB OVER 5MIL HDR. EXIST. 5A(�,<-UF MIN 12'' A.F.F. FOUNDATION WALL POLYETHYLENE << 11 7-VAPOR BARRIER ALL EXISTINC, PLUMBING, 13 \OVER 6"COMPACTED ECHANICAL ELECTRICAL,MECHANICAL,ETC. EXIST. N &RAVEL FILL. TIE NEW FOUNDATION TO ECIFICATIONS THAT INTERFERES WITH NEW WORK D DENOTES EGRESS NIN[�)ON A Id Wx 6" FOUNDATION EX15TINO FOUNDATION KI 96% AFUE FURNACE TO BE REROUTED, MODIFIED, 0A)i I TS 1^V ALUMINUM #4 REEAR Ill 24" O.C. REMOVED, ETC. AS REQUIRED TO EXISTING 15 BEER AC F-OUIPMENI POST FROM ABOVE 5IT71 NO ON BEAM VERTICAL;MINIMUM OF 2; ESTABLISH PROPER WORKING WELL AS REQ.- CRAIALSFACE MECHANICAL COORDINATE W CANER 6ROUT FILL 50LID VENTILATION ' 200 orm. CONDITION- VERIFY ALL Ai (TYPICAQ ONE ENERGY STAR CONDITIONS IN FIELD _N_ BEAM OR 01RDEF, AS NOTED ON PLAN BATH FAN WITH AN HER LINE ELECTRONIC (`:7 -4 - TO REMAIN- MODIFY AS REQUIRED X15 2�15 2"XIO" EX. HOUSE TRAP AND SE I PROGRAMMABLE TIMER I CIX15 CX2 v To ACCOMMODATE NEW CONSTRUCTION- VERIFY IN FIELD EXISTING DOORS TO REMAIN e-2 0 NOTE: HIOH EFFICACY IL 2 NEN 2"x5" LEDOER BOARD ANC-44ORZD TO EACH -1 .2 �/2 0 EX15TNC, RIM JOIST KI 11211 DIAM. x 611 THROUGH LAMPS TO BE I N5TALLED. < j"xf0" COMPOSITE BEDROOM 0 BOLTS AND WASHERS AND NUTS 0 16" O.C.- ALL HEATING LINES, DUCK WORK, T NEW DOOR- SIZE AS NOTED ON z 5TACpC7FF;Mr,> ETC. TO BE MODIFIED AS REQUIRED DECKING OVER 2"xe)" tu II'-II" C.H. -PROVIDE FLASHIN& BEHIND LEDOER AS REQUIRED NOTE: NINPON FALL TO ALLOW FOR NEW CONSTRUCTION- D.J. a 161 O.G. T BEDROOM, tr FLAN- COORDINATE WITH OWNER ALL DUCT WORK TO BE INSTALL b'-5" C.H. 57"rLE AND MANUFACTURER PROTECTION TO BE z 0 0 Ill AND MODIFIED AS REQUIRED TO X15 dJ PROVIDED ACCOMMODATE NEW -1 5=HT PRIOR 70 ORDERING tu LU z z FOR ALL P41NMOV45 AS PER O IV CONSTRUCTION- VERIFY IN FIELD- EXISTIN& C.J. SPAN AND z z PROP. 2"x5" A.C.O. DROPPED BEAM R512.2 i CONTRACTOR TO FILE DIRECTION V.I.F. > < < SEPARATE APPLICATION AND PLAN 50 (�,-FM FAN 70 1: T_ 1p tu AND X z (Z,477 7-7-7 7774Z� 4 -1 LAYOUT OF ALL HEATING EXTERIOR - COOLING MUCT5 AND EQUIPMENT PROP. EXTERIOR HALF 14ALL .1" NOTE: FINAL ELECTRIC, TO BE WITH LOCAL MUNICIPALITY AS PRO I: EXTERIOR f ALF HAL it) n fj -Qb DETERMINED IN FIELD BY REQUIRED 4"x,4" POST UNLESS A_ Q Q Q LICENSED ELECTR.ICIAN 11 (A EXIST. EXIST. I EXIST. EXIST. OTHERWISE Ill < NOTED D cv LU N-1 'x" IN r 5._151" W1 Ilk 01 > > L" A- Al W _j FOUNDATI ON FLAN fIRST FLOOR PLAN c11 v SCALE: 1/4" 1'-0" SCALE: 1/4" I'-V z Z i lu SENERAL NOTES DEMOLITION NOTES: I- C,LU 1. ALL HABITABLE ROOMS AND SHALL BE SUPPLIED WITH FIRE/SMOKE AN[-,) CARBON MONOXIDE DETECTORS WITH 1.2. ALL ANCHORS, STRAPPING AND CONNECTORS AND HARDWARE TO BE SIMI-SON STRONG TIE OF, AN APPROVED MANUFACTURE I. REMOVE PARTITIONS SHOWN TO BE REMOVED AS NOTED ON DNOS.- SHORE AS REO'D AT LOAD BEARING < _q) :--) BATTERY E3AC,<UF AS PER NFFA -72 AND 20.20 NEW "i RESIDENTIAL BUILDING, CODE AND TO BE INSTALLED AS PER MANUFACTURE WRITTEN INSTRUCTIONS- UNLESS OTHERWISE NOTED PARTITIONS (Y Z SEC. R514 AND R515. EXISTING DWELLING UNDERGOING REFAIR,ALTERATION, AND/OR ADDITION SHALL BE PROVIDE WITH 15. ALL ENGINEERED LUMBER TO BE CLAL-)r�)Et�) AND SEAL AS REOUIREr�) TO PROTECT AGAINST THE WEATHER ENVIRONMENT 2. CONTRACTOR SHALL BE CAREFUL AS TO NOT DAMAGE EX1571N(5 GONSTRUCTION THAT REMAIN AND SHALL LH LU SMO<E ALARMS AS PER APPENDIX J. CARBON MONOXIDE ALARMS TO BE IN ACCORDANCE WITH SECTION :115 OF THE 2015 14. ALL INTERIOR DOORS SHALL RECEIVE (2) 2Xa HEADERS - UNLESS OTHERWISE NOTED REPAIR ANY OF THESE DAMAGES AS REGUIRED. > INTERNATIONAL FIRE CODE ( CARBON MONOXIDE ALARM TO BE PROVIDE ON EACH FLOOR WITHIN 15 FEET OF SLEEPING AREA, 5. CONTRACTOR SHALL RE-ROUTE, RELOCATE OR REMOVE (AS REO'1:7�) ALL EXISTING ELECTRICAL, PLUMBING AND I< < ANYWHERE CONTAINS CARBON MONOXIDE SOURCE) 15. ALL NEW WINDOWS AND EXTERIOR DOORS IN NEW ADDITIONS SHALL RECEIVE (2) .2XIO HEADERS-UNLESS OTHERWISE NOTED HEATINO LINES THAT INTERFERE WITH NEW CONSTRUCTION. A �r - MODEL 4. REMOVE ALL EXISTING VINYL FACADE, PREP AND MODIFY FOR NEW CONSTRUCTION le;,. ALL NEW WINDOWS AND DOORS ARE TO BE ANDERSEN 400 SERIES OR EQUAL- COORDINATE WITH OWNER ON STYLE- 2. ALL ELECTRIC WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE N.E.C. NUMBERS ARE DESIGNATED ON PLAN- INSTALL ACCOFr7)INO TO MANUFACTURE SPECIFICATIONS 5. STRIP AND REMOVE EX. ROOF CONSTRUCTION PREP AND MODIFY CONSTRUCTION 70 RECEIVE NEW ROOF 5. ALL CONDITIONS AND DIMENSIONS TO BE VERIFIED IN FIELD BY THE GENERAL CONTRACTOR AND REPORT ANY 1-7. WHERE RAFTERS AND JOISTS FRAME INTO OTHER NOOI�) BEAMS, PROVIDE 12 GAGE GALVANIZED STEEL JOIST HAN07f;Z5 AND CONSTRUCTION AND SECOND FLOOR UA 16j: DISCREPANCIES TO ARCHITECT PRIOR TO START OF, CONTINUATION OF WORK STRAPS AND WHERE WOOD BEAMS FRAME INTO OTHER WOOD BEAMS, PROVIDE 7 OAGE GALVANIZED STEEL SADDLE TYPE HANGER 4. No OALV. NAILS OR CONNECTORS IN ACG. LUMBER ARE PERMITTED. ALL CONNECTORS AND FASTENERS FOR ACG 5OLTE-1:7) THROUGH BEAMS- ALL HANOERS, STRAPS, ANCHORS, ETC. SHALI BE MANUFACTURED BY SIMFSON STRONG TIE. LUMBER MUST BE STAINLESS STEEL OF, HOT F,)IFFEI:) GALVANIZED 0-105. Ia. ALL ENGINEERED LAMINATED WOOD BEAMS SHALL BE MANUFACTURED BY 5ECROIA-FA(�,IFIr, AND SHALL BE INSTALLED AS PER 5. AS PER N.Y.S. CODE SEC. R510 EACH HABITABLE ROOM SHALL HAVE AT LEAST ONE OPERABLE NINF_)ON FOR EMEROENC,'�r MANUFACTURE'S WRITTEN INSTRUCTIONS AND SPECIFICATIONS OR APPROVED EQUAL. EGRESS WITH A MINIMUM CLEAR OPENING OF 5.7 SO. FT. (ORADE FLOOR OFENINOS SHALL HAVE A MINIMUM CLEAR OPENING 07 1,51. FINISH FLOOR 15 EXISTINO AND TO REMAIN. PATCH AND REPAIR A5 REQUIRED. VERIFY AND COORDINATE FINISH FLOOR F�.O SO. FT.). THE MIN. HT. OF OFENINOS 70 BE .24'' AND MINIMUM N117)TH TO BE 20'' AN[-,) THE BOTTOM Or OPENINGS No HIGHER MATERIAL A/ OWNER. NEW FIRST FLOOR To ALIGN AND MATCH WITH EXISTING nnO CD z THAN 5'-8" A.F.F. 20. EX. FINISH CEILINO TO BE REMOVED AND REPLACE WITH NEW SECOND FLOOR CONSTRUCTION. VERIFY AND COORDINATE 6. ALL WOOD POSTS SHALL BE BUILT UP WITH (2) 2X4'5 NAILED TOGETHER A/ Od NAILS @ L15" O.C. UNLESS OTHERWISE NOTED FINISH CEILINO MATERIAL A/ OWNER. -7. ALL NEW DOOR $ NlNr�'ON HEADS TO BE MOUNTED TO MATCH EX. ON FIRST FLOOR AND SECOND FLOOR AT &'-a" - UNLESS 21. ALL STEEL POSTS SHALL BE 5 1/2'' DIAM. SCHED. 40 OALVANIZED FIFE COLUMNS UNLESS OTHERWISE NOTE:-,). i OTHERWISE NOTED 22. ALL STEEL BEAMS, GIRDERS, HEADERS TO HAVE 5 1/2'' DIAM. Sl:�,HED. 40 FIFE COLUMNS (9 EACH END UNLESS OTHERWISE a. ALL NET/ TILE AREAS IN BATHROOM/KITCHEN SHALL RECEIVE /V2'' CEMENT 51:�). AND A ALL OTHER AREAS IN NOTED- 51ZE F057 CAF5 AS REQUIRED n LU BATHROOM/LAUNDRY/KITCHEN SHALL RECEIVEV2'' MOISTURE RESISTANT 0rF. 5r�). t- 25. ALL STEEL BEAMS/GIRDERS 70 BE OALVANIZED, ZINC COATED, FAINTED AND/OR CLA[�) AND SEALED AS REQUIRED U) X q. ALL FRAMING SHALL COMPLY WITH THE 2001 NOOI�) FRAME CONSTRUCTION MANUAL. TO PROTECT AGAINST THE WEATHER ENVIRONMENT :0:) 4L z • 10. ALL EXTERIOR PORCH/DECK/ STAIR FRAMING TO BE ACO LUMBER-U.O.N. 24. ALL ELECTRIC TO REMAIN AN:-,) MODIFIED To ACCOMMODATE NEW CONSTRUCTION. NEW ELECTRIC TO BE INSTALL IN LU 11. ALL ELECTRIC, TO REMAIN AND MODIFIED To ACCOMMODATE NEW CONSTRUCTION. FINAL ELECTRIC TO BE DETERMINE IN THE NEW ADDITION. FINAL ELECTRIC, 70 BE DETERMINE IN THE FIELD 25. ALL PLUMBING TO REMAIN AN[;, MOE71FIE]:�' To ACCOMMODATE NEW CONSTRUCTION. NEW FLUME31N(5 70 BE FIELD < INSTALL IN NEW ADDITION. FINAL PLUMBING TO BE DETERMINE IN THE FIELD < L I 0k s ^�j\�-7��1{•JODD O'CONNI,tt / A 4+ Cr" i -rECT P. C. MATCH E I. -' is i ; '€ MAST EXIST j TODD O`CON ELL,AIA . / �i �� !. : : ;, ROOF I NC TO 1200Veterans Memorial Highway BE 5ELEGTED i I Suite 120 ! f l�.._': ' .. € I__kI i i Hauppauge,NY 11788 "t 51 D I NC TO BE FI I ij ,; _ ! P(631)650-6666 ' I. E . ! F{631}650-6667 . 5ELEGTED - ',: C(516)6 8-0325 it i. 3 1 W I NDOW5 TO i? ;; -- _ - ' ► .t ,YS BE 5ELEGTED , PROPOSED FLYING GABLE 1 . —� — — — — / WINDOW TRIM TO7FE� - !I 0 BE 5ELEGTED _ ' DOOR TO BE ..: _. : ... v SELECTED t �.a STONE FIN 15H TO M M I g Z In FRONT ELEVATION oo>z— Z ,— W ><aWxWJ� N SCALE: 1/4" = P-O" a o o 01---cc a a }r-zoo�5.Z y �Z: EZZF �a 2 w z=c�i0zc~�~� PROPOSED 2"X5" R.R. ® I6" „. a�Ir w U W Ld Z O.G. F-ixP 5M u c,LU O Nwz~Nw p To .3 * 000 13 PROVIDE ICE PROTECTION AS / Iv o w C] I Y PER 2020 NY5RG N ~ ALIGN ALL FASCIA Q Q HHIGH CONSISTS OF AT LEAST NOS` z = =o m — -- F z N Ca u z '� 2 LAYERS OF UNDERLAYMENT CEMENTED BOARDS. ALTER SOFFIT ,..... �fYUIV~-QF—m~ LU T05ETHER OR P .... o i w N Z DEPTH A5 REQUIRED ( s z=_��w�Q A SELF-ADHERING POLYMER --- -- - - -- ----- --- 1 - ._-._I _. d w' 4 z p MODIFIED BITUMEN "' ( I w to N o w S 7- Qai� �tam� O SHEET TO EXTEND A FROM NOTE: ��, ;•,� ? �- �wI- EAVE'5 EDGE TO A Y MIN. OF 24" INSIDE THE VENT ALL CONGEALED I.... o`<o < Q Y o Q �._ EXTERIOR HALL LINE ROOF SPACES OF THE STRUCTURE-ROOF LESS - - --- —- Ut THAN 4.5:I2 PITCH MUST ICE o o�p zw0 SHIELD ENTIRE ROOF ww�o� ��o ROOF 5:12 OR STEEPER I o`�w REG2UIRE5 MIN 5 FT. FROM SAVE IL i,- *a Q N EDGE OoU s>K=oMO - w �u F 0)wW=, nlvNui u_Oa�ul�-mow PROP05ED FLYIN5 SABLE I E I I F, �_. .�r a; .<.. r, z w ly n uk O Ill 2X5 COLLAR IES sib O.G. SEE 5E T)ON B —/ — — — — — — — —-- — — — — — — — — — — — — _ W ., ._.. , r r ->> a- y�, v� F LU �- / RICHT 51DE ELEVATION \ SCALE: 1/4" = P-O" CONCEALEALUMINJMD �\ \ �FLASHING AS REG2UIRED-TYP. ASPHALT SHIN5LE5 A5 SELECTED --OVER I5# BUILDING-1U FELT PAPER OVER \ O I/2" GDX PLYHOOD / \ SHEATHING- TYP. / \ w w z z z z PRO/ R11 RID I AS"XI RID } Z �J1 to P VI E E T G2. \ / m IN 0 N O - - - - - -- - - - - - - - - - - \ / / 50" PROPOSED FLYING SABLE NO FINISH MATERIAL UNDER LAYOVER ROOF zl � REAR ELEVATION , ) Z 4x3 A IUM GUTTER 1^!/ 4 O O l BE SELECTED BY OHNER ON I"Xb" FASCIA BOARD H/VENTED SOFFIT `-- — — — — — — — — — — — — — — — — — — — — — — — — — ly Q 1 - - - - - - - - - - - - - - - - - - - - - - - - Ai PROPOSED FLYING GABLE LU J�1,- - ROOMING TO } E SELECTED Q LU ROOF FLAN SCALE: 1/4" = 1'-0" - - ------ I D I NO TO BE Q 0 a ❑ ■ ❑ ❑ ,- o ELECTED � .. Ll [A. Ll WINDOWS TO O z BE 5ELEGTED CQ ❑ ❑ ❑ —❑ ❑_ ; �: INDOW TRIM TO J _i €# '' ; BE SELECTED !I �. .Ij]37I '. RAC I L I N5 TO w . SELECTED E � I i• i , _ s , , a " _.. l[1 O TONE FINISH TO o z B SELECTED w v 4 ° LEFT 51DE ELEVATION -:6- o z LU 50ALE: 1/4" = P-O" O Q v f WHEN NOT ALIGNED WITH RAFTER, CONNECT KING STUD5 TO TOP PLATE, EX. HOUSE TRAP D SEWER LINE SEE ROOF STRAPPING DETAIL WRAP V4" 6AL5. 20 6A. COIL STRAP TO REMAIN- MODI Y A5 REQUIRED ASPHALT SHINGLES PROVIDE ICE PROTECTION TO AGGOMMODA NEW A5 SELECTED A5 PER 2020 NYRBG VER TOP OF TOP PLATE d NAIL OVER 15# BUILDING NOTE: PROVIDE SHEAR WALL HOLD DOWN WHICH CON51STS OF AT USE SINCREA E MAX O ION CONNECTORS S CONSTRUCTION- RIF'( IN FIELD FELT PAPER OVER BETWEEN FOUNDATION AND FIRST FLOOR LEAST 2 LAYERS ROOF FRAMING TO INCREASE CORROSION ONNRE5EST ION 'r D O ° ,NI N k;L I/2" GDX PLYWOOD AS PER 2020 RGNYS OF UNDERLAYMENT FOR ALL HARDWARE IN CONNECTION n�c� ��Gc r��.c� SHEATHING- TYP. CEMENTED T06ETHER OR W/AGQ LUMBER. SOLID BLOCKING T MID- SPAN A SELF-ADHERING WALL 5TUD5 a I6" O.G. � � CC} i E �, AND AT THIRDS - VERY BAY- POLYMER MODIFIED EXISTING AND EW f°LOOR - _- — AIA BITUMEN 1200Veterans Memorial Highway SYSTEMS- GOO V4 l"L WITH EXISTING FRAMING SHEET A EXTEND E g Y OWN PROPOSED 2 X8 FROM EAVES EDGE TO A R.R. a I6 O.G. TO MIN. OF 24" INSIDE THE CRIPPLE Suite 120 REPLACE EXIST. EXTERIOR WALL LINE 'ry STUDS DOUBLE TOP PLATE Hauppauge,NY 11788 OF THE 5TRUGTURE-ROOF LESS THAN 4.5:12 PITCH P(631)650-6666 RELOG E:K. PROP. (2) 2"XIO" MUST ICE SHIELD ENTIRE F(631)650-6667 LIGHT FI TURES AT NEW EXTERIOR WALL5 CONSTRUCTION ROOF EVERY 0051 AS -2"X 4" WOOD STUDS• Ib"O.G. ROOF 5:12 OR STEEPER (516)6S$"U3�5 „ REQUIRE - PROVIDE R-15 HD UN-FACED BATT w REQUIRES MIN 3 FT. FROM BOTTOM PLATE _<. • INSULATION AND 1/2' INTERIOR GYP.BD. EAVE EDGE - Z EADER RIM JOIST PROVID NEY�I LIGHT I _ Z FIXTURE TALL (SEE SPEGIFIGATION AND NOTES) AND KITCHEN N- X I/2"EXTERIOR PLYWOOD SHEATHING, NEW EN Y DOORS v AIR INFILTRATION BARRIER AND SIDING N AS SHOWN ON ELEVATIONS APPROVED W ALL HEATING LINES, BY ARCHITECT REVIEW BOARD. PROP PROVIDE I"RIGID INSULATION BOARD DUCT WORK, ETC. TO BE JACK n BEHIND SIDING. MODIFIED AS REQUIRED HALF TO TO ALLOW FOR NEW STUD KALL NEW 5/4" PLYWOOD SUB- FLOOR WITH NEW CONSTRUCTION- ALL FULL LENGTH II < FINISH FLOOR AS SELECTED DUCT WORK TO BE WALL STUDS �J NOTE: x EXI5TIN6 FRAMING INSTALL AND MODIFIED ALL 5TRAPPIN6 TO BE 2"x8" DJ. ®16' O.G. ;t ,° SUB FLOOR AT FRAMED OPENING FOR NEW PROP (2) 2"XS" Z Z AS REQUIRED TO FLOOR JOIST INSTALLED AS PER MANUFACTURES O O WINDOW OR EXTERIOR DOOR SPECIFICATIONS AND NYS CODE AGO. DROPPED NEW CRAWL SPACE i= ACCOMMODATE NEW SILL PLATE BEAM 15" MIN. HEIGHT < CONSTRUCTION- VERIFY '�- IN FIELD- HVAG TERMITE SHIEL Ib Ga. STRAP TIES MANUFACTURED FOUNDATION WALL BY SIMPSON STRONG-TIE CONNECTORS CONTRACTOR TO FILE MODEL No. CSI6 OR APPROVED EQUIVALENT. zl� 8„ 36" BELOW GRADE w0 SEPARATE APPLICATION STRAP TO HAVE MIN. 12" BEARING ON THE STUD POURED �D UNDERPIN AS REQUIRED l� AND PLAN LAYOUT OF AND WRAP UNDER SILL PLATE AT FOUNDATION. GONG. NEW 2"xlO" L GER BOARD ALL HEATING AND N 14" 50NOTUBE W/ 4X4 FOUNDATID ANCHORED TO EACH EXISTING N N COOLING DUCTS AND x3 A STL. BEARING PLATE MANUFACTURED Z 3 RIM J015T W/ 1/2" DIAM. x 6" x X BY SIMPSON STRONG-TIE CONNECTORS MODEL No. p AG . WD. P05T 8 ABOVE WALL w w EQUIPMENT WITH LOCAL S o N m E�RADE MIN. THROUGH BOLTS AND 36" BELOW GRADE WASHERS AND NUTS® Ib" O.G.- MUNICIPALITY AS LBPSV2 OR APPROVED EQUIVALENT g N N I REQUIRED _ _ p o y - z NE 2" 8" D R D RD E IN IGAL /a,xl2 HOOKED ANCHOR BOLT j a Z w v W ry NOT O O H RI x _ STAGGERED - ® 3'-O'g O.G. U I="Uj LEDGER A5 REQUIRED „ a rr = < O ALL FINISH J015T W/ 1/2" DIAM. x b" FOOTING SECTION AJ104 ENERGY EFFICIENCY �� - W/"1 MIN. EMBEDMENT INTO CONCRETE o O t^~a a a # NOTE: in MATERIALS WITH T}fROUGH BOLTS AND W/(2) #4 REBAR ALTERATIONS, RENOVATIONS, - WITHIN 6-12" OF EACH END OF PLATE N W w 0 3 CLIENT PRIOR TO WASHERS AND NUTS a 16" O.G- W/2"x4" MIN. 2" P. GONG. MUD ALL EXISTING PLUMBING ELECTRICAL UPLIFT CONNECTION 15 REQUIRED Z W 0 F REPAIRS TO ROOF/CEILING, �►�`z o o >- v 5TAC70ERED KEYWAY;MIN. SLAB OVER 5MIL MECHANICAL, ETC. THAT INTERFERES WITH AT EACH END OF THE HEADER AND AT >--O Z F Z — CONSTRUCTION- WALL OR FLOOR CAVITIES WHICH NO UPLIFT LNINECTOR5. Z a FLOOR, CEILING, -PROVIDE FLASHING BEHIND 36" BELOW POLYETHYLENE NEW WORK TO BE REROUTED, MODIFIED, OUNUTI ON STfi� I NO DETAIL BOTTOM OF HEADER STUDS IN ADDITION p =o w � ARE INSULATED TO REQUIRED 7�HI5 AREA z c� z 0- LED6ER AS REQUIRED GRADE. VAPOR BARRIER REMOVED ETC. AS REQUIRED TO ESTABLISH I TO CONNECTORS AT WALL STUDS AND Z=�` o Z i` _ HALLS, ETC. OVER b" COMPACTED FULL DEPTH WITH INSULATION AT TOP AND BOTTOM OF CRIPPLES. _ P N W= SCALE: 5/4 - 1 O Q,i�W V E�W PIGAL PROPER WORKING CONDITION- VERIFY ALL _ Z GRAVEL FILL. CONDITIONS IN FIELD HAVING A MINIMAL NOMINAL _ z VALUE OF R-3.0 /INCH. iv Z SECTION A J. 3 SCALE: I/4" = I'-O" b 6a. STRAP TIES MANUFACTURED } w p d w o TYPICAL 2x6/2X4 w Q w 1,-N 0 0 0 KT ULU DOLLAR TIE BY SIMPSON STRONG-TIE CONNECTORS USE 51MP50N Z-MAX OR HD6 CONNECTORS HURRICANE ANCHORS MANUFACTURED BY d' N o X* 'I-'n y l_ TYPICAL 2x1O/2X& MODEL NO. GSIb OR APPROVED EQUIVALENT. OR APPROVED EQUIVALENT AT EVERY n O w o III TO INCREASE CORROSION RESISTANCE USP CONNECTORS MODEL No. TMU2b,TMU210 w w I w o Fy v w w STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION 0 1° i a RAFTER AND WRAP UNDER SILL PLATE AT FOUNDATION. W/AGQ LUMBER. RAFTER TO RIDGE CONNECTION WHEN F z 2 Q w d=u m (2)2xloi 2xa RAFTERS DO NOT ALIGN 6 d d 0,, -F� DOUBLE " UPLIFT CONNECTOR DETAIL Z w�$z 7 HURRICANE ANCHORS MANUFACTURED BY o N -;N w o° aL U5P CONNECTORS MODEL No. ST22 0 s 1-1 z M�v' 0 2x12 RIDGE 1 j" MIN. EDGE SCALE: 3/4" = I'-O" OR APPROVED EQUIVALENT AT EVERY �'w~0 d o o w o W O D11=1=ERENGE RAFTER TO RIDGE CONNECTION OF RAFTERS w F d F Q ,-d = O REVER ER SE CABLES OV p d ,d 2 F 7 z d(- ExIsnNG FRAMING WHEN RAFTERS AL16N o o$p Q w o°n V ~ WITH+ Iv SIMILAR ENNT NS SIZE �i w p z>O A d 0 m u �� FRAMING-SEE ROOF O O D O>_iY d N 6 U RD6 ,N-III PLAN HWDo=,�IOU�Nv-wj IL=0'0Qd �K0D_ 4' CONNECTION OF MULTIPLE III,-Ill ILI,ydQ d V 03��u1v(Ku_� 5/8"OX12" STEEL ANCHOR �° a o>W= BOLTS AT 3'-O" O.G. MAX. PIECES OF TOP-LOADED BEAMS IN o I�o, o �w�x III�Nw MIN EMBEDMENT OF T1 w -< w Z [xl �� 3S~INUCl=QT-° z 13�4 Width Pieces: �zTo�� rJ dd� 5EE FLAN n n QwuQwQzudi� 0� ® Minimurn of 2 rows 16d (3% ) nails at 12 O.C. L ® Minimum of 3 rows 16d (3%") nails at 12 O.C. o° a for 14" and deeper beams ® Nailed connections require an additional row of RI DOE STi AFFI NO DETAIL GABLE END STUD a � nails when nail size is smaller than specified above (minimum 0.131" x 3.25 ) SCALE: 5/4" = 1'-0" Z 2x1O/2Xb� , 31/2" Width Pieces: HURRICANE TIES MANUFACTURED BY n SIMP50N 5TRON5-TIE CONNECTORS MODEL O ANCHOR BOLT DETAIL ® Minimum of 2 rows / bolts at No. H2.5 OR APPROVED EQUIVALENT AT EVERY Ll 2X&/2x10 FLYING 24 o.c. staggered RAFTER To BEAM CONNECTION BOTH 51DE RAFTER SCALE: 3/4" = I'-O�� z O DOUBLE PLATE O tu lu Z Z N Z Z 0 0 0 Additional nailing or bolting may be < U o 0 0 0 ��00 DETAIL required with side-loaded multiple member beams. Refer to current product literature. o 0 SCALE: 3/4" = I'-O" ROOF RAFTS POST GAP MANUFACTURED BY 5IMP50N 5TRON6-TIE COLUMN GAP MODEL No. G04.62-5.50- - SHIM AS REQUIRED- BOLT THROUGH STEEL } HURRICANE ANCHORS MANUFACTURED BY OR APPROVED EQUIVALENT INSTALLED 1 51MP50N STRONG-TIE CONNECTORS MODEL No. H2.5A AS PER MANUFACTURES 5PEGIFIGATION5 luY' OR APPROVED EQUIVALENT AT EVERY RAFTER TO PLATE CONNECTION BOTH SIDES WHEN -RAFTERS DO NOT ALIGN WITH STUDS NEW FLITCH PLATE BEAM- SEE FLOOR PLAlu ii " • v DECORATIVE COLUMN COVER SIMPSON STRONG-TIE CONNECTOR 1,4 °BLS END sTUD L. #H7Z TO BE USED WHEN ABLE AGQ COLUMN bLut RAFTER AL I ON5 WITH STUD _\ i r n W ��eNv sTw COLUMN BAS V , _ USE A MINIMUM OF TWO 8d — NAILS THI5 SIDE WITH A 1� '1 t TOTAL OF FOUR INTO RAF'TE I STRAP TIES MANUFACTURED BY SIMPSON Lu STRONG-TIE coro,EGTORs MODEL No.5TI6 LIP STW 'I ' J�— i .. ° I6 APPROVED EQUIVALENT TO CXTEND MIN J 1-1 ROOF RAFTER \i 2x BRAGI --� < DOUBLE TOP PLAT x '�I� 8•• TUD PLATE TIES MANUFACTURED BY SIMPSON --- ° ° ° NEW P. GONG. SLA 1 STRONG-TIE CONNECTORS MODEL No. RSP4 I i � 1_ OR APPROVED EQUIVALENT AT EVERY STUD CEILING JOIST*16.O.G. O O TO PLATE CONNECTION WHEN RAFTER5 DO NOT ,, o MANJFACT�URM BBY CONNECTOR ° 4 ALIGN WITH STUD /° oLa J/ 51R°NC-TIE TORS /\ i Jo MODEL No.LTP4 APPROVED ° �;---\I t O EQUIVALENT INSTALLED AS ° MAWFAGTURER5 SPECIFICATIONS COLUMN BASE MANUFACTURED BY a O < q) o j SIMPSON STRONG-TIE MODEL STUDS ® Ib" O.G. ° No. C5066-SD52 INSTALLED °4 Z AS PER MANUFACTURERS n &ABLE WALL END CONNECTOR SPECIFICATIONS OR APPROVED lL_ lu MANIFACTURED BY SIMPSON 0 EQUIVALENT ° 5TRONO-TIE GONNSGTORS ° MODEL No.AM APPROVED Q TWO ad NAILS EQUIVALENT INSTALLED AS gABLE WALL END COMEGTOR INTO PLATES MANUFAGTURE1i5 SPCGIFIGATI MANUF/A-ITURED BY SIMPSON NEW P. CONC. FOUNDATION HALL 2X WALL PLA MODELT2LSTAI&PPRTdV D 2X WALL STUDS r- 16HT 8d NAILS MAWIFACTURE"5PEG FGATIONS TOEXTENDD U j 43 INTO STUDS MIN 12"Dorw STUD AN7 12'ACROSS J015T �1 0 PORTICO PETAI L � ROOF ST�'AFF I NO I7ETA I L 6ABLE END MALL PETA I L v SCALE: I" = P-O" Q z ILI -1 � < SCALE: 5/4 I -O SCALE: 5/4" = I'-O" O Q v TABLE R602.5(I) TABLE R602.5(I) TABLE R6025(5) SIZE, HEIGHT AND SPACINO OF WOOD STUDS a FASTENING SCHEDULE. FASTENING SCHEDULE CONTINUED BEARING WALL5 NON-BEARING WALL5 NUMBER AND TYPE NUMBER AND TYPE SPAGIN OF FASTENERS 1 TE DESCRIPTION OF BUILDING ELEMENTS ab,c SPACING AND LOCATION 7E DESCRIPTION OF BUILDING ELEMENTS a,b,c OF FASTENER OF FASTENER INTERMEDIATE MAXIMUM SPAGIN MAXIMUM 5PAGING WHEN MAXIMUM SPAGIN WHEN ROOF EDGE5h SUPPORTS`'e MAXIMUM 5PAGIN2 WHEN LATERALLY LATERALLY (INCHES) (INGHE5) STUD SIZE LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, SUPPORTING TWO FLOORS, �'.; .�- =,�sR�:, ;;' SUPPORTING TWO UNSUPPORTED UNSUPPORTED 4-ad Box (2 �°xo.li3") OR UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS A ROOF-CEILING PLUS AROOF-CEILING ;rODD O'cONNLr.l. WOOD STRUCTURAL PANELS,5UBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL (INCHES) 9 SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT A fi C I i T E C T P, C. BLOCKING BETWEEN GEILING JOISTS OR RAFTERS 3-8d COMMON(2Y2"XO.131");OR HEIGHT (FEET) OR A HABITABLE ATTIC ASSEMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE I TO TOP PLATE 3-I0d BOX(2 Y2"X0.12a");OR TOE NAIL SHEATHING TO FRAMING[SEE TABLE R602 5(3) FOR WOOD STRUCTURAL PANEL EXTERIOR HALL 5HEATHING TO WALL FRAMING] HEIGHT Q (INGHE5) a (FEET) a (FEET) 3-3"X0.131" NAILS 30 ASSEMBLY, ONLY (INCHES) ATTIC ASSEMBLY (INCHES) ATTIC- ASSEMBLY (INGHE5) 3/g° -Y2" bd COMMON (2"X0.113") NAIL (SUBFLOOR,WALL) 6 12f ad COMMON(2 Y2"X0.131"9NAIL (ROOF) TOAD O'CON ELL,AID+ 4-8d BOX (2 �"X0.113") OR 2 GEILIN JOISTS TO TOP PLATE 3-5d COMMON(2 Y2"XO.131"9;OR PER JOIST,TOE NAIL 31 /32" - I" ad COMMON NAIL (2 Y2"XO.131") b 12f 1200Veterans Memorial Highway 5-I0d BOX(2 Y2"XO.12a");OR Suite 120 3-3"X0.131" NAILS 32 I Ye" - I Ya" Od COMMON(3"X0.14a") NAIL;OR 6 12 Hauppauge,NY 11,7$8 ' ad (2Yz"XO151") DEFORMED NAIL CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-IOd BOX(311xo.113") OR OTHER HALL SHEATHING cJ P(631)650-6666 3 LAPS OVER PARTITIONS[see Sections R802.3.1 ,R802.3.2 3-Ibd COMMON(3 Y2"XO.162'9;OR I 2" GALVANIZED ROOFING NAIL, ie" HEAD and Table R&02.5.1 (q)] 4-3"XO.131" NAILS FACE NAIL 33 I Y2" STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I" GROWN STAPLE Ib ga., 3 6 F(631)650-6667 SHEATHIN Y" LONG 34 DX4"LrA RANI EDCRONNI O NAME ib6 HEAD C(516}658-0326 CEILING JOIST ATTACHED TO PARALLEL RAFTER 25/z" STRUCTURAL CELLULOSIC FIBERBOARD go., 3 "'" 4 (HEEL JOINT), TABLE R8O2.5.1(q) SHEATHIN 2X4 10 24`- 24 10 16 .:. I Y" LONG [see Sections Ra02.3.1 ,Ra02.3.2 and Table R802.5.1 (g)] FACE NAIL d I Y2" GALVANIZED ROOFING NAIL;STAPLE- 2X6 10 1 24 24 16 24 20 24 g 3-IOd BOMMONO.I y&�0 8),OR 35 Y2"GYPSUM 5H ATHIN TYPE GALVANIZED LONG; I Y4°SCREWS, 7 7 -+ � TYPE H OR S COLLAR TIE TO RAFTER, FACE NAIL OR I Y4" X 20 a. d 3 " ROOFING NAIL;STAPLE FOR Sh I INCH = 25.4 mm, I FOOT = 504.8mm 5 RIDGE STRAP TO RAFTER 4-3"XO.131" NAILS PAGE NAIL EACH RAFTER 36 s/a" GYPSUM SHEATHIN GALVANIZE, 15�8° SGRENS,TYPE IN OR 5 7 a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE WOOD 57RUSTRUAL PANELS,COMBINATION SUEFLOOR UNDERLAYMENT TO FRAMING 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 3-I6d BOX NAILS(3 2"X0.135")OR 2 TOE NAILS ON ONE SIDE bd DEFORMED (2"x0.12o") NAIL;OR WHERE IN GOMFLIANGE WITH EXCEPTION 2 OF SECTION R602.5.1 OR DESIGNED IN AGGORDANGE WITH AGGEPTED ENGINEERING PRAGTIGE. --"- - AND I TOE NAIL ON OFF051TE 37 3/4" AND LESS 6 12 b. SHALL NOT BE USED IN EXTERIOR WALL5 ' RAFTER OR ROOF TRU55 TO PLATE 3-IOd COMMON NAILS(3"X0.148");OR 8d COMMON(2Y2"X0.131") NAIL b 4-10d BOX (3"xo.l2a");OR 51PE OF EACH RAFTER OR c. A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS 15 LIMITED TO A ROOF SPAN OF 52 FEET. WHERE THE ROOF SPAN EXCEEDS 52 FEET, THE WALL STUDS SHALL BE INCREASED TO 4-3"XO.131" NAILS TRUSS 35 Ye" - I" ad COMMON(2"xO 151") NAIL;OR b 12 2X6 OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH AGGEPTED ENGINEERING PRAGTIGE. 8d DEFORMED (2 Y2"XO 120') NAIL 4-Ibd (3 2"XO.135") OR IOd COMMON (3"XO.14a") NAIL;OR 3-I0d COMMON (3"X0.145");OR TOE NAIL 3q I Ye" - I Y4" ad DEFORMED(2 Yz"X0.120") NAIL b 12 4-I0d BOX(3"XO 2a");OR TAB1-E RC O2.10.4- BRAG NG METHODS 1 4-3"X0.131" NAILS FOR 51: 1 inch = 25 4 mm, I foot = 304.a mm, I MILE PER HOUR = 0.447 m/s; I ksi = b.ag5 MPo ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR GONNEGTION CRITERIA ROOF RAFTERS To MINIMUM 2" RIDGE BEAM METHODS, MATERIAL MINIMUM THIGKE55 FIGURE 3-16d BOX(3 2"XO 135")OR a. NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT NHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING FASTENERS SPACING --- 2-I6d COMMON (3 Y2"XO-162"),OR TOE NAIL CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD 5TRENGTH5 AS SHONN: ao K51 FOR SHANK DIAMETER OF O.Ig2 INCH (20d R501.2.2. PROTECTION OF OPENINGS. EXTERIOR OLAZINO IN BUILDINGS LOCATED IN 3-lod BOX(3"X0.128");OR COMMON NAIL),q0 K51 FOR 5HANK DIAMETERS LARGER THAN O 142 INCH BUT NOT LARGER THAN 0.177 INCH,AND 100 K51 FOR SHANK EXTERIOR 5HEATHING PER WINDBORNE DEBR15 RE01ON5 SHALL BE PROTEC-T=) FROM WINDBORNE DEBRIS.3-3"X0.131" NAILS TABLE R602.3(5) b" EDGES 12" FIELD DIAMETERS OF 16 INCH IR LE55. GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE WALL b. STAPLES ARE E GAGE WIRE AND HAVE A MINIMUM INCHES INCH ON DIAMC-TER GROHN WIDTH GSLY S 3 REQUIREMENT5 OF THE LARGE MISSILE TEST of A5TM E IQal6 AND A5TM E I886 A5 z 3 In c. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INGHE5 ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 45 INCHES OR GREATER. CONTINUOUSLY SHEATHED bd COMMON(3Yz"XO 162") 24" O.G.FAGS NAIL d. FOUR-FOOT BY&-FOOT OR 4-FOOT BY q-FOOT PANELS SHALL BE AFFLIED VERTICALLY. WOOD STRUCTURAL PANEL 8 MODIFIED IN 5EC-TION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR O: D a INTERIOR SHEATHIN PER m T T R e. SPAGINo OF FASTENERSH S UD O STUD (NOT AT B AGEG WALL PANELS) NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602-3 (2). VARIES BY FASTENER W= 5 (3"XO 128");OR TABLE R602.3 (I)or R602.3(2) WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPACT-RESISTING g z (A H I~ 3"X0.131") NAILS Ib" O.G. FACE NAIL f. WHER. HE ULTIMATE DESIGN WIND SPEED 15 130 MPH OR LESS,NAILS FOR ATTACHING HOOD STRUG'NRAL PANEL ROOF 5HEATHING TO GABLE END WALL FRAMING SHALL BE SPACED b INCHES ON CENTER.NHERE THE ULTIMATE DESIGN NIND SPEED 15 GREATER THAN 130 MPH, STANDARD OR ANSI/DASMA 115. (SEE TABLE BELOW) O>- z NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPAGED b INCHES ON CENTER FOR MINIMUM 45 INCH Cj >Q Q W W U La bd BOX(3 Y2"XO.135");OR Z g STUD TO STUD AND ABUTTING STUDS AT INTERSECTING NALL 3"X0.131" NAILS 2" O.G. PAGE NAIL DISTANCE FROM RIDGES,EAVES AND GABLE END WALLS;AND 4 INCHES ON CENTER TO GABLE END NALL FRAMING. 1--. EXGEPTI ON: Q =J J} O CORNERS(AT BRACE NALL PANELS) g. OYP5UM 5HEATHIN5 SHALL CONFORM TO A5TM G 13gb AND SHALL BE IN57ALLED IN ACCORDANCE WITH GA 253.FIBERBOARD 5HEATHING G5-Gbc WOOD STRUCTURAL PANELS WITH A THIGKNE55 OF NOT LESS THAN Y6 INCH AND A O H F'Q Q Q Ibd COMMON (3 Y2"XO.162") 16" O.G. FACE NAIL SHALL CONFORM TO ASTM G 206. CONTINUOUSLY SHEATHED (nW�`W W O 3 h.5PAGING OF FA57ENER5 ON FLOOR 5HEATHING EDOE5 APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED �j n SEE METHOD GS-ASP SEE METHOD GS-WSP SPANS NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. �N Z W o� v bd COMMON (3Yz"X0.162") 16" O.G. EACH EDGE FACE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY. 5PAGING OF FASTENERS ON ROOF 5HEATHING PANEL EDGES APPLIES TO PANEL EDGES 1U WOOD STRUCTURAL PANEL �8 PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE _ ADJACENT IN GARAGE OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE z z~Q 0 BUILT-UP HEADER(2" TO 2" HEADER KITH Y2" SPACER) SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING.BLOCKING OF ROOF OR FLOOR 5HEATHING PANEL EDGES PERPENDICULAR TD OPENINGS - O 1 Ibd BOX(3Y2"X0.155") 12" OG. EACH EDGE FACE NAIL THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF TH15 CODE. FLOOR FERIMETER SHALL BE PREDR LLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED z WW z _W z SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. =J O O�=!-_ 5-8d BOX (2 Y2"X0.113");OR 1 NHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN AGGORDANGE WITH THI5 SCHEDULE ,PROVIDE TWO TOE NAILS 111 WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO �--U(A�W= 4-8d COMMON(2 Y2"X0.131");OR ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE GEILIN JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE. THE TOE NAIL ON RE5IST THE GOMPONET AND GLADDINO LOADS DETERMINED IN ACCORDANCE WITH �+-W W U-W W 11 CONTINUOUS HEADER TO STUD TOE NAIL N Q P m~l U 4-I0d BOX(3"XO.12a" THE OFFOSITE 5IDE OF THE RATER SHALL NOT BE REQUIRED. F- Z N EITHER TABLE R501.2(2) OR ASGE 7, WITH THE PERMANENT CORROSION-RESISTANT Ibd COMMON(3 Y2"Xo.I62") Ib"O.G. FACE NAIL O GS-PF 7 SEE SECTION R602.IO.b.4 SEE SECTION R602.10.6.4 ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY N5TALLED ON THE a CONTINUOUSLY SHEARED /6 BUILDING. ATTACHMENT IN AGGORDANGE WITH TABLE R501.2.1.2 IS PERMITTED FOR 2 TOP PLATE TO TOP PLATE Od BOX(3"X0.12a");OR TABLE R�02.I I RAFTER OR TRUSS UPLIFT CONNECTION FORCES Z PORTAL FRAME } w p�-r o IL 3"XO.131") NAILS 12" O.G. FACE NAIL F BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LESS WHERE THE ULTIMATE `° o lli z r-Ti u°, FROM WIND ASD POUNDS PER GONNEGTI ON a.b c d e f g h z o ( ) ( ) DE51ON WIND SPEED, 15 180 MPH OR LESS. w ,� 8-I6d COMMON(3 2"XO.162"),OR _ p * O-R'H EXPOSURE B v --- 4 - ° =n w o 2-I6d BOX(3 Y2"XO 135");OR Yz" long X 0.12 dia. o =ui z w DOUBLE TOP PLATE SPLICE FOP' Si A-D2 NITH 5EISMIG 2-IOd BOX (3"X0.12a");OR FACE NAIL ON EACH SIDE OF (for Yz" thick sheathing)) TA5L E F,5O I .2.I .2: WINDSORNE DEBRIS PROTECTION FASTENING a"'- a�°ly 0 W BRACED WALL LINE 5PAGING< 25' L ULTIMATE DESIGN WIND SPEED Vult (m h) 25 SCHEDULE FOR WOOD STRUCTURAL PANELS O v w a vo ii J 3 EDGES 6" FIELD �z F Q Q O w O= 12-3"X0.131" NAILS END JOINT(MINIMUM 24" LAP p d �2ii OY' �32n For I /a" long X 0.12 dia. w�0 J J 0.Q P O� SPLICE LENGH EACH SIDE OF RAFTER OR ROOF SPAN GSLY / (for 25/sz thick sheathing) 3 150 mph 140 mph CONTINUOUSLY SHEATHED I YIOXIYYIU(Y] Ir✓ galvanized roofing nails or &d common 7 ui v T z =w F N CD 3 DOUBLE TOP PLATE SPLICE SDC;'s D ,D ,OR D ;AND END JOINT) TRUSS 5PAGIN2 (FEET) STRUCTURAL FIBERBOARD (2 Y2" Ion X 0.151" dia)nails FASTENER 5PAGING w 2�' Q Z u N} (� BRACED WALL LINE 5PAGING > 25' 2-Ibd (3 Yz"X0.135") SUd S OG IY g to V H p O~m lU 0 2 ROOF PITCH ROOF PITCH p g FASTENER TYPE 4 FOOT 6 FOOT o r ��&i:N a° Y <5:12 >5:12 <5:12 >5:12 PANEL SPAN < PANEL SPAN < PANEL SPAN Z Z v Ibd COMMON(3Y2"xo.162") 16'' O.G FAGE NAIL 12 a5 8a 122 115 FOR 51: 1 INCH = 25.4 mmi, I FOOT = 504.amm, I degree = 0.0175 rod, I pound per scpare foot=47.,5 N/mz, I mile per hour = 0.447 m/s. <4 FOOT << 6 FOOT < 5 FOOT � ? Q N Q JU 2 Q 4 BorroM PLATE TO JOINT,RIM Jo1sr,BAND JOIST OR 16d BOX(3 Yz"xO 05");OR 18 122 112 57 146 o. Adhesive attachment of wall sheathingincludin Method 05, shall not be ermitted in Seismic Design Categories G, D D and D . I,__ _1 w 0*,°z Q'lH o w v �- BLOGKINO NOT AT BRACED NALL PANELS) 12"O.G. FAGE NAIL 24 I4g 157 1c12 1-70, g p g g o 1 2 NO. 8 WOOD SCREW � Q w O Q T 3"xo 131°) NAILS b. Applies to onels next to ora e door opening where Supporting able end Wal I or roof load on Shall on be used on one Wal I 28 167 155 216 200 pp p g g p g pp g g y y BASED ANCHOR WITH 2 16 10 8 z o o 0 C, o n o 3-Ibd Box(3 Y2"X0.135'7;OR 3 EACH I6" OG. FACE NAIL 12" O.G. 52 85 170 240 222 of the garage. In Seismic Design Categories Do, DI, and D2 roof covering dead load shall not exceed 5 psf. Q° w i-JU } BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR 2-Ibd COMMON (3 Y2"XO.162");OR 2 EACH 16"O.G. FAGE NAIL G. Garage, O enin a ad acent t0 a Method G5-2 are l Shall be provided With a header In accordance with Table R602.5 (1). A full INCH EMBEDMENT LENGTH 7 w o w 5 56 205 86 264 244 g p g" J p p o>>2 w Q,n v BLOCKING(AT BRACED NALL PANELS) 4-3'XO.151' NAILS 4 EACH 16" O.G. FAGE NAIL 42 250 211 500 278 height clear opening Shall not be permitted t0 a Method GS-O panel. NO. 10 WOOD SCREW V U N Q �'~111 ✓ 48 258 256 556 511 d. Method G5-5FB does not a in Seismic Desi n Gate ories D , D D Q,n a° z z u o 4-ad Box (2 2'Xo.113");OR pp y g g o I 2' BASED ANCHOR WITH 2 16 12 g 0$ w n ° ' 12 126 117 162 150 e. Method applies to detached one and two-family dwel I ings in Seismic Design Categories Dothrough D2only. IL T w m w w x 4 K q u INCH EMBEDMENT LENGTH 3-Ibd BOX(3 2(.2 Y2" O.I OR l8 162 14al 20g Igo Q 4-ad COMMON (2 Yz"X0.131");OR TOE NAIL ° _ °w n i�~ 4-I0d 0.1 (3° IL 12a");OR 24 2 182 255 256 )/4 INCH LAO SCREW N p Q 010 6 TOP OR BOTTOM PLATE TO 5TUI7 4-3" X 0.131 NAILS 28 222 205 287 266 TABLE R602.10.5 BASED ANCHOR WITH 2 16 6 16 z w N N }Q N z o a] 3-16d BOX(3 2"Xo 135");OR 52 246 226 51g 2c{5 2-Ibd COMMON r3 Y2°xo.162");OR END NAIL 56 270 247 55 525 M N I MUM LENC TH OF BRACED WALL PANELS I NCH EMBEDMENT LENGTH c W N�$,°1= z 3-I0d BOX (3"x0.12a");OR 42 506 2b1 5ga1 570 a z F z n IJ 3-3"X0.131" NAILS t}g 545 514 447 44 METHOD MINIMUM LENGTH Q t IQK(INCHES) w w%1)6 f z<w�x 3-I0d BOX (3"X0.(2a");OR CONTRIBUTIN T T R z T t N T F O EXPOSURE G ADJACENT CLEAR WALL HEIGHT LENGTH a. THIS TABLE 15 BASED ON 180 MPH ULTIMATE 7 TOP ELATES,LAPS AT CORNERS AND INTERSECTIONS 2-Ibd COMMON (3 Y2"X0.162");OR FAGE NAIL OPENING HEIGHT 'INCHES) DESIGN WIND SPEED AND A 55 FOOT MEAN ROOF 3-3"X0.131" NAILS a FEET q FEET 10 FEET II FEET 12 FEET ULTIMATE DESIGN WIND SPEED Vvlt (mph) (iNG-IEs) HEIGHT. - 3-8d BOX(2 2"X0.113"),OR RAFTER OR ROOF SPAN CS-w5E < 64 24 27 30 33 36 ACTUAL b. FASTENERS SHALL BE INSTALLED AT OPPOSING la 2-8d COMMON(2 Yz"X0131");OR TRUSS 5PAGING 150 mph 140 mph -7 -7 -7 jj� " BRACE TO EACH STUD AND PLATE 2-I0d BOX (3"X0.12a");OR (FEET) -7 � H H F- FAGE NAIL ENDS OF THE WOOD STRUCTURAL PANEL. 2 STAPLES I s/4" ROOF PITCH ROOF PITCH 3-ad Box 2 2"xo.113";oR <5:12 >5:12 <5:12 >5:12 FASTENERS SHALL BE LOCATED NOT LESS THAN 2-ad COMMON(2Y2"x0.131");OR I2 6I I5I g8 8C INCH FROM THE EDGE OF THE PANEL. q I" X 6" 5HEATHIN TO EACH BEARIN :2-lad BOX(3"X0.12a");OR FAGE NAIL TABLE R507.2 C. ANCHORS SHALL PENETRATE THROUGH THE 2 STAPLES, "GROHN, Ibga.,l 3/4" LOAN 18 206 51 257 242 DECK LEDOER CONNECTION TO BAND JOIST-)o EXTERIOR WALL COVERING WITH AN EMBEDMENT 3-ad Box(2 "xo.i13");oR 24 256 25g 57 2g8 3-ad COMMON(2Y2"Xo.131");OR 12" O.G. 25 28g 26g 55b 555 (DECK LIVE LOADe40 PSF, DECK DEAD LOAD= IO PSF, SNOW LOAD < 40 PSF LENGTH OF NOT LESS THAN 2 INGHE5 INTO THE 3-10d BOX(3"x0.12a");OR 52 521 2gg 5g8 575 - BUILDING FRAME. FASTENERS SHALL BE LOCATED CONNECTION D.TAIL5 NOT LESS THAN 2 %2 INCHES FROM THE EDGE OF THE 3 STAPLES, I"GROWN, Ibga.,l 3/a"LONG 2 F JOIST SPAN 20 WIDER THAN I' X&" FAGE NAIL 42 402 575 Ogg 468 6' AND LESS 6' I" TO b' &'I' TO 10' 10'I TO 12' 12'I TO 14' 14'I' TO I6' Ib'I TO la' CONCRETE BLOCK OR CONCRETE. I" X b" AND WIDER SHEATHING TO EACH BEARING 48 450 420 560 524 4-8d BOX (2 2"XO 113");OR ON-CENTER 5FACING OF FASTENERS V 12 214 20l 265 247 INCH DIAMETER LAG 5GREN c,d d. PANELS ATTACHED TO MASONRY OR 5_10 COMMON (zY2°xo.i31'7;oR - 30 23 1a 15 13 o MASONRY/STUCCO SHALL BE ATTACHED USING 3-IOd BOX(3"X0.12a");OR 18 277 25g 542 522 WITH 2 INCH MAXIMUM 5HEATHIN nO 4 STAPLES, I"GROWN, Ibea.,l 5/4" LONG 24 540 51b 422 ✓alb 2 INCH DIAMETER BOLT WITH 2 INCH 56 36 34 2q 24 21 ICI VIBRATION-RESISTANT ANCHORS HAVING AN FLOOR 28 584 558 476 446 MAXIMUM 5HEATHING d z 16" o.G. ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS 4-ad BOX (2 2"X0.113");OR 52 427 Bg8 52g 4g6 2 INCH DIAMETER BOeT WITH I-INCH 36 36 2q 24 21 18 Ib O 21 JOIST TO SILL, TOP ELATE OR C-BIRDER 3-3"X0.131" NAILS Xo.131");OR 56 46g 458 583 547 MAXIMUM SHEATHING THAN 1,500 POUNDS. 3-8d COMMON(2 2 3-I0d BOX(3"X0.12a");OR TOE NAIL 42 555 Ogg 664 622 FOR SI: I inch = 25.4 mm, I foot =304.& mm, I pound per square foot = 0.047g kPa Z lil lIl v 4a 5gg 55g 745 6g7 o. Ledgers shall be flossed in accordance with Section R7O3.4 to prevent water from contracting the house band joist. OW Wb.Snow load shall not be assumed to act concurrently with live load. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER Iv O Z Z 8d BOX (2 (2 I13") 4" O.G. TOE NAIL c. The tip of the lag scr.w shall Fully extend beyond the Inside face of the bond joist. TABLE R501.7 OF THE 2015 INTERNATIONAL RESIDENTIAL GORE z z O O 22 d COMMON (2 Y2"X0.131");OR d. Sheathing shall be wood structural panel or solid sawn lumber - } d Q Z (J) (() RIM J015T, BAND J015T oR BL L KING TO SILL OR TOE a FOR 5 INCH = 25.4 mm, FOOT = 504.8mm, MILE PER HOUR= 0.447 m/s, PLATE (ROOF APPLICATIONS ALSO) Od 80X(5"XO.128");OR b" O.G- TOE NAIL C.Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard, lumber or foam sheathing. lLJ � U O Q Q O 3"X0.131" NAILS I POUND =0.454kg, 1 POUND PER SQUARE FOOT = 47.g Winn', I plf 14.6 N/m Up to 1/2-inch thickness of stacked washers shall be permitted to substitute for up to 1/2-inch of allowable ALLOWABLE Q/ 3-bd BOX .2 "x0.113";OR sheathing thickness wher3 combined with wood panel or lumber sheathing. STRUCTURAL MEMBER DEFLECTION m O O 2-8d COMMON (2)2"xo 13r');OR a. THE UPLIFT GONNEGTION FORGES ARE BASED ON A MAXIMUM 53 FOOT MEAN ROOF RAFTERS HAVING SLOPES GREATER THAN 5/2 L/180 N H N ry ry ry 23 I" X b" SUBFLOOR OR LESS TO EACH J015T 3-I0d BOX(3"xo.128'7;oR FAGE NAIL HEIGHT AND WIND EXPOSURE CATEGORY B OR G. FOR EXPOSURE D, THE UPLIFT WITH NO FINISHED CEILING ATTACHED TO O 2 STAPLES, "GROWN, 16ga,1 3/4" LONG TABLE R507.2.1 ry a) \ \ \ GONNEGTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE (V Ul 3-16d BOX(3Y2'XO.135");OR TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DE510N WIND SPEED. THE PLACEMENT OF LAO SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS RAFTERS � N N d) Q 2`I' 2" 5U5FLOOR TO JOIST OR GIRDER 2-Ibd COMMON (3 Y2°X0.162") BLIND AND FAGE NAIL � ry ry _ 15- 25 ry ADJUSTMENT GOEFFIGIENTS IN TABLE R50I.2(5) SHALL NOT BE USED TO MULTIPLY THE INTERIOR WALLS AND PARTITIONS WOO O O 3-I6d BOX(3Y2NO.135");OR TABULATED FORGES FOR EXF05URE G AND D OR FOR THE OTHER MEAN ROOF M fd MUM END AND EDGE D15TANGE5 AND 5PAGIN2 BETWEEN ROWS 2" PLANKS(FLANK 8 BEAM - FLOOR 8 ROOF) AT EACH BEARIN,FAGE NAIL FLOORS L/560 2-I6d COMMON (3 Y2"XO.162'7 HEIGHTS. TOP EDOE BOTTOM EDGE ENDS ROW 5PAGING # 3-I6d COMMON(3 "XO.162") b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND CEILING CEILING WITH BRITTLE FINISHES (INGLUDINO L/360 } 4-10 BOX(3"XO.12a");OR a d 3 b 5 U[26 BAND OR RIM Jo15T To JolsT ASSEMBLY DEAD LOAD OF 15 PSF. LEDGER 2 INGHE5 /4 INCH 2 INGHE5 I /g INGHESb PLASTER AND STUCCO) �/ 4-3"XO.I31" NAILS ;OR END NAIL c. THE TABULATED UPLIFT GONNEGTION FORGES ARE LIMITED TO A MAXIMUM ROOF L/240 4-3"X 14ga. STAPLES,�'" GROWN [77 BAND JOIST` 3 b 5 d GEILINOS WITH FLEXIBLE FIN15HES (INCLUDING OVERHANG OF 24 INGHE5. /4 INCH 2 INGHE5 2 INGHE5 /a IN.,HES NAIL c L R s FOL ows: d. THE TABULATED UPLIFT GONNEGTION FORGES SHALL BE PERMITTED TO BE GYPSUM BOARD) 20d COMMON(4"XO.Ig2");OR AN O.G. AT TOP AND BOTTOM ALL OTHER STRUCTURAL MEMBERS L/240 AND srAGGERED MULTIPLIED BY 0.75 FOR GONNEGTONS NOT LOCATED WITHIN 8 FEET OF BUILDING FOR 51: I INCH=25.4 MM IOd BOX(3"X0.12b");OR 24" O.G. FAGE NAIL AT TOP CORNERS. a. LAG 5GREW5 OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R507.2.1(I). EXTERIOR WALLS - WIND LOAD" WITH PLASTER OR H/560 27 BUILT-UP GIRDERS AND BEAMS,2-INCH LUMBER LAYERS 3"XO.131" NAILS AND BOTTOM 5TAGGERED ON g, FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED b. MAXIMUM 5 INCHES v OPPOSITE SIDES C. FOR ENGINEERED RIM JOISTS,THE MAN�JFAGTURER'S RECOMMENDATIONS SHALL GOVERN. STUCCO FINISHES AND: UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70, THIS d THE MINIMUM DISTANGE FROM BOTTOM SON OF LAG SGREHS OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE NITH FIGURE R507.2.1(I). 2-2od COMMON(4°xo.1g2'7;OR FAGE NAIL AT ENDS AND REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED EXTERIOR WALLS - WIND LOADS" WITH OTHER H/240 O ' 3-I0d BOX(3"XO.12a");OR AT EACH SPLICE FORGES. BRITTLE FIN15HE5 U - 5-3"XO.13I" NAILS F. FOR WALL TO WALL AND WALL TO FOUNDATION GONNEGTIONS, THE UPLIFT TABLE: R402.1.4 - 2015 INTERNATIONAL ENERGY CONSERVATION CODE a d Q EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE H/120 - 1 i ' 4-I6d BOX (3 2"XO 135"),oR GONNEGTON FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 elf FOR EACH FULL FINISHES. J-1_J 2a LEDGER STRIP 5UPFORTING JOISTS OR RAFTERS 3-Ibd COMMON(3 Y2"XO 162"),OR AT EACH JOIST OR RAFTER, WALL ABOVE. EQUIVALENT U-FACTOR5 r(1 - 4-1od .131 (3"x012a");OR FAGE NAIL LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS LINTELS SUPPORTING MASONRY VENEER WALLSe L/600 �l V / 4-3"X0.131 NAILS g' � �Z SHALL BE PERMITTED. CLIMATE ZONE NOTE: L=SPAN LENGTH, H=SPAN HEIGHT 'I ' 2q BRIDGING TO JOIST 2-10d (3"X012a") EACH END,TOE NAIL h. THE TABULATED FORGES FOR A 12-INCH ON CENTER SPACING SHALL BE PERMITTED FENESTRATION 5KYLIOHT GEILINO FRAME WALL MASS WALL FLOOR BASEMENT WALL CRAWL SPACE a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS J�1 \ tu TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. U-FACTOR ULFAGTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE HEREIN, THE WIND LOAD SHALL R PERMITTED TO 0 TAKEN A5 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS /4 EXCEPT/ ' ,� 35' 0.55 , �0.026 %�/0.060 f0.0`18� 0.047:' .05g Fl /i/ 0.065 OBTAINED FROM THE TABLE R501.2(2). TABLE R�O2.�(�) MARINE ' i ,f f` i F' ' / ` / - ' / . ' �` f /. b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE LH THE LENGTH OF THE CANTILEVER. O O WOOD PANEL WALL SHEATHIN FA57ENINO SCHEDULE a'bti MANRIINE 4 0.52 0.55 0.026 0.060 0.082 0.033 0.050 0.055 c. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN MINIMUM WOOD MINIMUM NOMINA_ MAXIMUM WALL ULTIMATE DESIGN WIND ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO MINIMUM NAIL PANEL NAIL 5PAGIN �<5 MAX. AS MAX. COVERS, NOT SUPPORTING EDGE OF GLASS, THE CONTINUOUS STRUCTURAL PANEL THIGKNE55 STUD SPAGIN SPEED VJLT(MfH) PROPOSED AS MAX. -V.I.F. AS MIN. AS MIN. AS MIN. N/A AS MIN. ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDOE OF PENETRATION FANEL SPAN (INCHES) (INCHES) ED5E5 FIELD WIND EXPOSURE CATEGORY V SIZE (INCHES) RATING (INCHES O.G.) (INCHES o.G.) B C D OLA55, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED O O bd COMMON 1s 24/0 3/a ib 6 2 4o s o L/175 FOR EACH GLASS LITE OR L/60 FOR THE ENTIRE (� (2 CO 113") LENGTH OF THE MEMBER, WHICHEVER 15 MORE STRINGENT. _] 8d COMMON I6 6 2 170 40 35 TABLE: R402. .2 - 205 INTERNATIONAL ENERGY CONSERVATION CODE FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF O 1.75 24/16 7/I6 (2.5"X0.13I") 24 6 12 i4o u5 n° SUNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD FOR 51: I inch = 25.4 mm, MILE EER HOUR = 0.447 m/s INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT DEFLECTION SHALL NOT EXCEED L/120. C Z a PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY FLYNOOD SHEATHING WITH STUD 5PAGING MORE THAN I6" d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM X ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. MAXIMUM BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE Q b.TABLE BASE ON KIND FRE55URE5 AGTING TOWARD AND A�IAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R30L2, GLAZED MINIMUM DEFLECTION H WOO. O Ca LATERAL BRACING REPA EL KITNTS SHALL BE IN ACCORDANCE WITH SECTION R602.10 CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION GEILIN WALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE C. REFER TO SECTION R705Z.2. SPAN RD TINSTRUCPLY�NOODNS 0ING1 RATED 16 O.C.H SPAIN ORINGS o24 OAGLSH SHALL BE PERMI-16 OR NALL-24TTEDLAS ANE ALTERNATE S O PANELS KITH AAN ALTERNATE 024/16E SPAN LS I RATING. U-FACTOR b U-FACTOR 5HGG�''e R-VALUE R-VALUE R-VALUE' R-VALUE R-VALUE ` 8 DEPTH d WALL R-VALUE e NALL-i6 AND PLYNOOD SIDING 16 O.G. SHALL BE USED WITH STUDS SPAGED NOT MORE THAN 16" ON CENTER. 10 CONT. OR'" 10 GONT. OR La 4 EXCEPT`' // i 0.35 / '' � ' '0.55 ' /� 0.40 /��' .' / 4c� 20 OR/ 8/15, /� `Ip i ' '� /10 / 2FT/./ / to m ro MARINE /../ /<< %� ' / / fi 15 + 5 h / 15 CAVITY ' /`. , ,°. 15 CAVITY 5 AND c 20 OR f 15 GONT. OR 15 GONT/OR O z0 0.32 0.55 NR 4 13/I7 50 g 0 / 2FT. d Z MARINE 4 15 + 5 h Ip CAVITY Ig CAVITY T Q O AS MAX. AS MAX. v O z PROPOSED AS MAX. -V.I.F. AS MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. A5 MIN. IU -`✓.I.F. -V.I.F. REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES p Q v CONTINUOUS BEAD / -OF SEALANT `"� ' -TO6DD O'CONONF LL „^'"� A a C:aw„,:.I T E C T•�P. C. MANUFACTURED THIN-PROFILE K EXI5TIN6 ATTIC VENTILATION BAFFLE VENTED AIR SPACE ` FLOOR ASSEMBLY (FULL WIDTH /,- ATTIC INSULAITON TO✓ D O'CONNELL,AIA RI61D / w;,• j � � 1200Veterans Memorial Highway INSULATION TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION Suite 120 � Hauppauge,NY 11788 , . ONTINUOUS MINIMAL �--OPTIONAL ?r ;_ COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA }'r ELEVATION i t } t j ,i EXPANDING FOAM AT CAVITY INSULATION b P(631)650-6666 WINDOW PERIMETER ' ' tt' XPANDING FOAM AROUND � A CONTINUOUS AIR BARRIER SHALL BE INSTALLED F(631)650 6667 SECTION THE PERIMETER OF LOOSELY 3, 1 N THE BUILDING ENVELOPE ' ti" •-- NTINUOUS BEAD AIR- PERMEABLE INSULATION SHALL NOT BE USED AS OUT RI61D INSULATION I GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE CONTAINS A (S16)65$-4325 EILING GYPSUM BOARD { `; OF SEALANT CONTINUOUS AIR BARRIER A SEALING MATERIAL RI61D INSULATION BREAKS OR JOIN75 IN THE AIR BARRIER SHALL BE A5 AIR BARRIER j �� ,� EXISTIN6 BAND JOIST INSULATION SEALED NTINUOUS BEAD RETROFIT WITH 1 1/2"RI61D INSULATION XTERIOR INSULATED INDOW UNIT AS OF SEALANT WALL THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT AIR BARRIER ONTINUOU5 BEAD 9-0030o Scalo:3/4" ■ I'-0' CEILING / ATTIC SHALL BE ALIGNED WITH THE INSULATION AND ANY THE INSULATION IN ANY DROPPED CEILING/SOFFIT OF SEALANT THIN-PROFILE ATTIC SAVE BAFFLE AND VENT OAFS IN THE AIR BARRIER SHALL BE SEALED SHALL BE ALIGNED WITH THE AIR BARRIER ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE CONTINUOUS MINIMAL WALL DOORS TO UNCONDITIONED ATTICS SPACES EXPANDING FOAM AT NTINUOUS MINIMAL 5-01004 5cale:5/4" ■ 1'-0^ SHALL BE SEALED WINDOW PERIMETER EXPANDING FOAM AT WINDOW PERIMETER I. .." + THE JUNCTION OF FOUNDATION AND SILL PLATE TO CAVITIES WITHIN CORNERS AND HEADERS OF FRAME BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILING THE CONTINUOUS BEAD ! ;� " GYPSUM BOARD ANUFAGTURED RECESSED L16HT WALLS THE JUNCTION OF TOP PLATE AND THE TOP OF CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE F SEALANT X4 BLOGKIN6 ENCLOSURE EXTERIOR WALLS TO BE SEALED OF R-5 PER INCH MINIMUM `� y ATTIC INSULATION EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED }' A ; EILIN6 JOISTS WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT [ ONTINUOUS BEAD I KNEE WALLS SHALL BE SEALED AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER OF ADHESIVE ONTINUOUS BEAD INDOW UNIT AS WINDOWS, SKYLIGHTS, AND DOORS AIR BARRIER � � , THE SPACE BETWEEN WINDOW OF SEALANT �. , : , i k 1 NSULATED EXTERIOR I II' t f '•; i /DOOR JAMBS AND z 3 HALL A " f' f\ FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 01 o to .•_: CONTINUOUS MINIMAL RIOR WALL �_` M '" . . __ EXPANDING FOAM AT SHEATHING 1 z y WINDOW PERIMETER in P XPANDIN6 FOAM SEALANT o F z W W W T— o>-- z P AT PERIMETER >a a x W v N p ONTINUOUS BEAD RIM JOIST RIM JOIST SHALL INCLUDE THE AIR BARRIER RIM JOIST SHALL BE INSULATED a=W -'<>_ O 2-STUD CORNER WITH Ix4 BACKER OF SEALANT to W 04 y f-Q Q 3 # CONTINUOUS BEAD RYWALL CEILING FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED F SEALANT 5-00006 5cale:5/4" ■ V-O" RECESSED LIGHT FIXTURE TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE ~>_"*M z o z FLOORS (INCLUDING ABOVE GARAOE5 I$ THE AIR BARRIER SHALL BE INSTALLED AT ANY z— �z a J CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION OF SUBFLOOR DECKING, OR FLOOR FRAMING CAVITY Z o W ONTINUOUS BEAD ONTINUOUS BEAD INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH _�'" p o i` z OF ADHESIVE z t>(nz c�_ ° OF SEALANT THE TOP SIDE OF SHEATHING, OR CONTINUOUS INSULATION o! W M AIR SEALING AT REGE55t�LIGHTING IN ATTIC Q�. W U W �" � _" ONTINUOUS BEAD INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND F Z ONTINUOUS SILL SEALER OF SEALANT EXTENDS FROM THE BOTTOM TO THE TOP OF ALL -FULL WIDTH OF MUDSILL ON7INUOU5 BEAD 5�Oal Scale: ■ _ ' 17 3/4 i-0' PERIMETER FLOOR FRAMING MEMBERS OF ADHESIVE ~ CRAWL SPACE WALLS OUNDATION WALL f ONTINUOU5 BEAD EXPOSED EARTH IN UNVENTED CRAWL SPACES TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, u AS AIR BARRIER i OF SEALANT BE COVERED WITH A GLASS I VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE Q o ~o p I" �w wiz p. F WITH OVERLAPPING JOINTS TAPED CRAWL SPACE WALLS Q z N p� I ONGRETE 5LA5 AS a AIR BARRIER - ' SHAFTS / DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE IL o~a' ?K o a SHAFTS OFENINO TO EXTERIOR OR13 ° Q ° -FLOOR ASSEMBLY LOCKING A5 REQUIRED UNCONDITIONED SPACE TO 8E SEALED z III 1 p PENETRATIONS o u,a CONTINUOUS BEAD ^ YPSUM BOARD BOX BATTS IN NARROW CAVITIES SHALL BE GUT TO FIT, OR x L w d?u_kI }� F SEALANT ONTINUOUS BEAD ENCLOSURE NARROW CAVITIES NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT o f a l.6 n w o u ° OF SEALANT ON INSTALLATION READILY CONFORMS TO THE AVAILABLE z -A 0 111 R1 a ATTIC INSULATION p-z=J 7 N�n U CAVITY SPACE filu~ao'Q p�wp to 0 wz� z no a ; GEILIN6 J015T z� Q�T �,. ONTINUOUS BEAD ;i ;= AIR SEAL BETWEEN GARAGE AND CONDITIONED }w z z v r= } f.. �_. GARAGE SEPARATION Z o Q N o o w OF SEALANT Jr' ci ; '. I i } SPACE o �$ad szQo NTERIOR 6YMSUM z-°6,n p''P o 'v WALLBOARD A5 BARRIER t i i (� s i t RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE Q o w i-w o 3 3 ( RECESSED LIGHTING U tu o W>o o=IL a ; i i BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE SEALED z a t� L�Iv ir1 >�I.; �,� oo��wpd`nuio � CONCEPTUAL AIR SEALING STRATECcY // GONGEPTUAL AIR SEALING STRATEGY // _' TO THE DRYWALL AIR TIGHT AND IC RATED � � III CONCEPTUAL AIR SEALIN6 5TRATE6Y oo LOWER WAJ_L SEGTI ON UPPER WALL SECTION AT UPPER FLOOR BAND JOIST 1`" ,u, d o o ly k z0 z o BATT INSULATION SHALL BE GUT NEATLY TO FIT ='L w p F o -�- PLUMBING AND WIRING AROUND WIRING AND PLUMBING IN EXTERIOR "~w-LL'I" a d 5-02011 5oale:5/4" 1'-0' XPANDIN6 FOAM SEALANT w I`ll�`2 WALLS, OR INSULATION THAT ON INSTALLATION a o>,,,1 o w p F II i—oil ii i II AT PERIMETER �IlL V ui v N w 5-02002 Sca l e: 3 4 = 1 -O 5-02005 Sca le: 3/4 = I -O NTINuoU5 BEAD OF READILY CONFORMS TO AVAILABLE SPACE SHALL ,� o EXTEND BEHIND PIFINO AND WIRING o u k, o Q;°,Lu o Z cp SEALANT z_,_kn N Q z o I RYWALL GEILIN6 THE AIR BARRIER INSTALLED AT EXTERIOR WALLS Z " GYPSUM BOARD SHOWER/TUB ON EXTERIOR WALL EXTERIOR WALLS ADJACENT TO SHOWERS AND o w o N z o,n K ADJACENT TO SHOWERS AND TUBS SHALL RECESSED LIGHT FIXTURE <T <' -' 2) LAYERS 2 RIGID INSULATION TUBS SHALL BE INSULATED A Q 'Q;w a w w SEPARATE THEM FROM THE SHOWERS AND TUBS w ui o to w 4 z w r 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 "°°' `' t AIRW&INSATRECIMG-DLlrhMN6INATTIG EXTERIOR WALLS ELECTRICAL OR COMMUNICATION BOXES OR I" RI61D INSULATION / 5IDES ALONG RATER WITH ''' ''_`""''° AIR-SEAL BOXES SHALL BE INSTALLED ROUGH OUT AROUND EXPANDING FOAM SEALANT. VENTILATION CHUTE MAINTAIN EQUAL VENT SPACE `� 50204o Scale: 5/4" = I'-0' HVAG REGISTER HVAG REGISTER BOOTS THAT PENETRATE BUILDING -AIR SEAL PERIMETER VENTILATION CHUTE FOR LENGTH OF RI61D INSULATIO NSULATED EXTERIOR BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE WITH EXPANDING ATTIC INSULATION WALL 5UBFLOOR OR DRYWALL FOAM SEALANT r"- XTERIOR WALL ` SHEATHING WHEN REQUIRED TO BE SEALED, CONGEALED FIRE INSTALL I RIGID INSULATION CONGEALED SPRINKLERS SPRINKLERS SHALL ONLY BE SEALED IN A MANNER —� VERTICALLY TO CONNECT THAT IS RECOMMENDED BY THE MANUFACTURER. INSULATING SHEATHING TO RI61D / 3-5TUD CORNER WITH RIGID INSULATION �:' INSULATION BAFFLE. `. CAULKING OR OTHER ADHESIVE SEALANTS SHALL / FOAM SEAL BOTH JOINT NOT BE USED TO FILL VOIDS BETWEEN FIRE 5-0000T Scale:3/4" z SPRINKLER COVER PLATES AND WALLS OR Z .—.�...-�... `,�� ;''•. .�, CEILINGS ONTINUOUS BEAD - I'I "~ OF SEALANT ONTINUOU5 BEAD RIGID INSULATION -1 OF SEALANT f XTERIOR INSULATED •4 ,- RI61D INSULATION ROVIDE BLOCKING AT WALL Z XTERIOR INSULATED STUD CAVITY AT SHOWER >ti i O WALL, , AT EXTERIOR WALL t- ONTINUOUS BEAD OF `�,r I Z q) o � t- 0 ` NSTALL INTERIOR SHEATHING MATERIALS R-VALUES V R14510 INSULATION AS ATTIC EAVE BAFFLE GUT I"EXTERIOR INSULATION SHEATHING AS I` SEALANT I :f 1 Z Z PRIOR TO INSTALLATION OF AROIJND MANUFACTURED VENT ATTIC EAVE BAFFLE AND VENT x4 I PREFAB FIREPLACE UNIT Z Z Ul Scale _ 1 1 EMENT 5ACKER50ARD MATERIAL R-VALUE V V ZO O 5-OIOob Scale:5/4 I-0' 5-01005 3/4 - I-0' ` `r. I TUB SURROUND FINISH 11 I ---PREFAB TUB UNIT V 0 Z TILE SURROUND FINISH ` FIREPLACE \--cEMENT BAGKERBOARD I UNIT I' BUI LD I N6 BOARD N (I (� O O ---INSTALL I" RIGID INSULATION P°�`, \-TUB SURROUND /I/ (�V t\n N � N AT BOTH HORIZONTAL AND �� Q NSULATED [ `�� 0.45 O N O � u1 dJ PROVIDE BLOCKING AT BEYOND GYPSUM WALL BOARD L�2") � � N ry N5ULATED EXTERIOR 1 EXTERIOR STUD CAVITY AT TUB I �t Q1 Q La DRAINAGE PLAN VERTICAL P051TION5 (V N - tf• N I STUD WALL 1 •;" STUD WALL AT EXTERIOR WALL ONTINUOU5 BEAD GYPSUM WALL BOARD (LEAVE 'GAP FOR EXPANDING FOAM) , THIN PROFILE WALL SHEATHING I OF SEALANT PLYWOOD (I/2") 0.62 # INSTALL EXPANDING FOAM INSULATED EXTERIOR SEALANT AT INTENTIONAL GAPS I I "� THIN PROFILE WAL EXISTING FLOOR ['" STUD WALL PLYWOOD (3/4") 0.0i4 } �' AT I" RIGID INSULATION 'y SHEATHING W ww CONTINUOUS BEAD OF ASSEMBLY •..; 1 I ` . (Y AC SEALANT - --CAVITY INSULATION i ONTINUOUS BE ONTINUOUS BEAD OF I OF SEALANT MINIMUM DRIP I ' " I SELANT SIDING PPAANUF. SHOWER — - ALUMINUM/ VINYL SIDING (NOT INSULATED) 0.61 I RIGID INSULATION 1 SOFFIT GLO5U j XPANDIN6 FOAM XPANDIN6 FOAM �-NOOD FLOOR ASSEMBLY-�- ALUMINUM/ VINYL SIDING (Y2" INSULATION) 1.80 Z OOD FRAME FLOOR ,_ O lu — 1 A55EMBLY l p P WOOD FRAME FLOORING 11 ' FLOOR ASSEMBLY J-L 1 INSULATED CANTILEVER FLOOR// °° HARDWOOD FLOORING (3/4") 0.6a CAVITY INSULATION WITH I"RI61D INSULATION CLOSURE 1-4-1 Z TILE 0.05 L ` 5-01014 S401e:5/4" ■ I'-0' AIR SEALING BEHIND SHOWER WITH AIR SEALING AT PLATFORM FOR MANUFACTURED AIR SEALING BEHIND TUB WITH 1 I , r THIN-PROFILE SHEATHING FIREPLACE A55EMI3LY THIN-PROFILE SHEATHING//SECTION CARPET WITH FIBER PAD 2.08 �1 >Z 5-01007 SGate:3/4" ■ 1'-0' 5-01012 5cale:5/4' ■ r-O" 5-01 Scalo:5/4" ■ 1'-0• CARPET WITH RUBBER PAD 1.25 ` �ATTIG INSULATION ' EILIN6 FRAMING +'—L LOOR GRILLE AIR SPACE (/2" UP TO 4") 1.00 HEATH INTERIOR OF FLOOR DUCT BOOT O O RIGID ATTIC ACCESS TO ONTINUOUS BEAD OF LEGTRIGAL WIRE (� INSULATION +I" OF INSULATION SEALANT tu x +'— t.. f, ROOFING LEVEL �-- PLUMBING PI UB FLOOR TOP PLATE AGGE55 PANEL l ASPHALT SHINGLES 0.44 DL O RAW AGGE55 PANEL TOP PLA (� () F O SNUG WITH PERIMETER NSULATED FLEXIBLE DUCT XPANDIN6 FOAM WOOD SHINGLES O.q_1 EXPANDING FOAM TIE AT INNER LINER SEALANT SEALANT ASTIG AT INNER LINER O m 6 TRIM AS REQUIRED TIE AT OUTER LINER ALL STUD (�/ 1-D Z INI5H CEILING WALL STU DOORS OL lL- QX WOOD, SOLID GORE (I 3/4") 2.17 IY Ll INSULATED METAL DOOR (2") 15.00 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 Q LU 5-02022 5cale:3/4' = 1'-0" 5-01023 5calo 5/4" ■ I'-0' 5-01033 5oa1e:3/4" ■ 1'-0' 5-01024 5ca1e.5/4' ■ I'-O" 1' N M 1 POURED CONCRETE PER I" 0.08 u1 O X W O ? ■ O w z m Q -1 0 O La � p GENERAL CONDITIONS UNLESS OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2015 IEGG -AIR LEAKAGE: w CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION R�105.2 -JOINTS, PENETRATIONS, AND ALL MINIMUM DESIGN DEAD LOADS* A5 PER ASGE -05 TU'l-l""'71 CONSTRUCTION, AIA DOCUMENT-201 NOTE:TO BE AS INDICATED ON DRAWINGS. OF THE INTERNATIONAL RESIDENTIAL OTHER SUCH OPENINGS IN THELOAD -THE MEGHANIGAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF 4/87 SHALL APPLY. THE CONTRACTOR FROVIDE OUTSIDE COMBUSTION AIR CODE ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE GOMPONENT ,� �,.SHALL OBTAIN GERTIFIGATE OF WITH 6" DUCT AND DAMPER EACH SIDE SHALL BE GAF-GLA55-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE (psf) CHAPTERS 12-23 OF THE 2020 INTERNATIONAL RESIDENTIAL CODE. a-THE FUEL GAS SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OFk11 77';1.��:w:..: . OCCUPANCY. SUBSTI TUTI OPTS SHOULD FOR A TOTAL RECOVERY CAPACITY ROOF SHINGLES OR APPROVED SEALED. G E I L N G S J O D D O'C O N N E<< OF 150 GFM MIN. MAINTAIN MAXIMUM EQUAL. SHINGLES SHALL BE APPLIED -REGES5ED LIGHTS MUST BE TYPE IC, GRAFTER 24 OF THE 2020 INTERNATIONAL RESIDENTIAL CODE. NOT BE MADE WITHOUT WI RCHIN GYPSUM BOARD (1/2-in.) �.O -THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF A r : c r c. AUTHORIZATION BY THE ARCHITECT. 20 GFM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO CHAPTERS 25-33 OF THE 2020 INTERNATIONAL RESIDENTIAL GODS. s THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS, OR TYPE IG OR NON-IC, GYPSUM BOARD (5/E-in.) 9.0 -THE ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF T ?O'CO$ # Lt., l,A REASONABLY GLEAN AT ALL TIMES. FIREPLAGE OPENING WITH GLASS BARRIER APPLIES AT EAVES, RATED INSTALLED INSIDE AN 5USPENDED STEEL CHANNEL SYSTEM 20 AT THE COMPLETION OF 1^dORK, THE DOORS TO CONFORM TO THE 2015 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY p CHAPTERS 54-42 OF THE 2020 INTERNATIONAL RESIDENTIAL CODE. 1200 Veterans Memorial Highway CONTRACTOR SHALL REMOVE ALL EGC. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5" COVER I NG5, ROOF, AND WALL CLEARANCE FROM Suite120 WASTE MATERIALS, TOOLS, RUBBISH, LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NECESSARY FOR A COMBUSTIBLE MATERIALS AND 3" ASPHALT 5HINGLE5 20 Hauppauge,NY.11788 ETC., GLEAN GLASS AND LEAVE WORK �� jj THIS PROJECT COMPLIES WITH: THE 2020 RESIDENTIAL GODS OF NYS 8 FIREPLACE WALL THIGKNE55 WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION GYPSUM SHEATHING, 1/2-in. 20 p(631)650-6666 BROOM GLEAN UNLESS OTHERWISE 4" NON COMBUSTIBLE FIRE STOPPINO ROOFING 15 TO BE APPLIED IN STRICT SPECIFIED. THE CONTRACTOR SHALL PLYWOOD (per 1/2-in.) 1.6 IN ACCORDANCE WITH 2O18 EGG RESIDENTIAL ENERGY EFFICIENCY CODE, THE PROJECT F(631)650-6667 BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: C(516}658-0325 CARRY WORKMAN'S GOMF'ENSATION CONSTRUCTION. MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER RIGID INSULATION, I/2-In. 0.75 COMPLIANCE METHOD CHOSEN 15 TOTAL UA-ALTERNATIVE AND A RESGHECK HAS BEEN SUBMITTED - .. AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL SUPPLY DOLOR SIDE OF ALL NON-VENTED FRAMED SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0,7 WITH THESE DRAWINGS. ALL SHALL COMPLY WITH STATE AND `� t"� FOUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR CEILINGS, WALL5, AND FLOORS. LOCAL CODES AND ORDINANCES. THE BITUMINOUS, SMOOTH SURFACE , �`•'t'd' lbsa INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL, PRIOR TO IS CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK FIBERGLASS MASTIC. (FED. SPEC. INSTALLATION. MATERIALS IDENTIFICATION: WATERPROOFING MEMBRANE: TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS AND/OR S.S.G. 155 TYPE-I) MEMBRANE TO BE -MATERIALS AND EOUIPMENT MUST BE FLOORS AND FLOOR F I N 15 H E 5 SPECIFICATIONS ARE IN COMPLIANCE w/ THE 2020 EGG OF NYS, AND THE 2018 IEGG OF HIS SUBGONTRAGTORS FORA CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE PERIOD OF ONE YEAR AFTER CERAMIC OR QUARRY TILE (3/4-in.) -- COMPLETION OF THE PROJECT UNLESS FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURERS INSTALLATION ON 1/2-In. MORTAR BED 160 NOTE: OTHERWISE SPECIFIED. ALL WORK EDGE OF FOOTING. SHALL FI INSULATED WITH FOIL INSTRUCTIONS. FOUNDATIONS CHAPTER 4 DESIGN (TABLE R401.4.1) BASED UPON PRESUMPTIVE LOAD BEARING FACED FIBERGLASS GATT INSULATION -MATERIALS AND EQUIPMENT MUST HARDWOOD FLOORING, 7/`7-in. 4.0 SHALL BE PERFORMED IN BY JOHN MANVILLE OR APPROVED IDENTIFIED 50 THAT THE COMPLIANCE VALUES OF SANDY GRAVEL AND/OR GRAVEL AT 2000 LBS PER SQUARE FOOT. CONTRACTOR TO ACCORDANCE WITH GOOD BUILDING FIRE BLOGKINO EQUAL, FOIL TO BE PLACED TOWARD CAN BE DETERMINED. LINOLEUM OR ASPHALT TILE, 1/4-in. 1.0 CONSULT ENGINEER IF DIFFERENT SOIL MATERIALS ARE FOUND UPON EXCAVATION OR TEST HOLE,PRACTICES. THE CONTRACTOR SHALL FIRE BLOCKING SHALL BE PROVIDED, WARM SIDE. PROVIDE II/2" RIGID -MANUFACTURER MANUALS FOR ALL 5U5FLOORING, 3/4-in. 3.0 FOR ALTERNATIVE F0071NO AND FOUNDATION WALL DESIGN 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 RESIDENTIALFLOORS, WOOD JOIST (no taster) 12-in. 16-in.CODE OF NEW YORK p FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER JOIST SIZES (in.) O.G. O.G. AGENTS AND EM PLOYEES FROM AND GTATE, TO GUT OFF ALL CONGEALED TO 6" FINISHED GRADE IN BELOW FINISHE GRAE UNLESS HEATING EQUIPMENT MUST BE THIS PROJECT MUST CONFORM TO APPENDIX J OF THE 2020 RESIDENTIAL CODE OF NYS SECTIONS AGAINST ALL CLAIMS, DAMAGES, DRAFT OPENINGS (BOTH VERTICAL 2x6 6 5 AJ301.3 REPAIRS, 1k 4-, LOSES AND EXPENSES, INCLUDING AND HORIZONTAL). OTHERWISE SPECIFIED. CARE SHOULD PROVIDED. AJ301.5 - ALTERATIONS LEVEL 2, AND ATTORNEYS FEES AR151N�.; OUT OF OR PROVIDE FIRE BLOCKING IN BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING 2x8 6 6 AJ301.7- ADDITIONS FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY z3 RESULTING FROM THE PERFORMANCE CONGEALED SPACES OF STUD WALL5 MARKED ON THE BUILDING PLANS OR 2x10 6 0 g o a m OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED 2x12 8 -I COMPLIANCE SECTION: z N inGLASS WINDOWS AND DOORS SPECIFICATIONS. S 0 r_ z SUCH CLAIM, DAMAGE, LOSS OR SPACES AT THE CEILING AND FLOOR TO BE INSTALLED AS PER SECTION FRAME P A R T I T I ONS REPAIRS- SECTION AJ401 >apz a24JWF (V EXPENSE (A) IS ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL R308 OF THE RESIDENTIAL CODE OF DUCT INSULATION: WOOD OR STEEL STUDS, I/2-in. GYP. BOTH SIDES 8.0 ALTERATION LEVEL 2 - SECTION AJ501 AND AJ601 a 0 N F J a Q BODILY INJURY, SICKNESS, DISEASE FURRED SPACES SHALL ALSO BE FIRE N.Y.S. ALL GLASS IS TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED 00 a # OR DEATH OR TO INJURY TO OR BLOGKED AT INTERVALS NOT ATTICS OR OUTSIDE THE BUILDING F RAM E W A L L 5 ADDITIONS - SECTION AJSOI N W W W w 03 DESTRUCTION OF TANGIBLE PROPERTY EXCEEDING 10 FEET. 1-OW-E UNLESS OTHERWISE SPECIFIED. W w GLASS SUBGONTRAGTOR SHALL NOT MUST BE INSULATED TO R-8. EXTERIOR STUD WALL5: ~z z 0 F z (OTHER THAN THE WORK ITSELF INSTALL GLASS UNTIL PROPER -RETURN DUGT5 IN UNCONDITIONED i�z-- INCLUDING THE LOSS OR USE PLUMBING 2x4 @ lb-in., 5/8-in. GYPSUM, z w LI z 0�t z CLEARANGES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING INSULATED, 3/8-in. SIDING II.O 2M OZt)=- RESULTING THERE FROM). (B) 15 CONTRACTOR SHALL IN57ALL WATER SLIDING GLASS DOORS, SKYLIOH75 MUST BE INSULATED TO R-4. GAU5ED IN WHOLE OR IN PART BY ANY SUPPLY AND SANITARY SYSTEM AS AND/OR WINDOWS AS REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED ~ ~W U QLi�WULO.'1- Z NEGLIGENT ACT OR OMISSION OF THE INDICATED. PROVIDE HOT AND GOLD 2x6 @ 16-in , 5/8-in. GYPSUM, 12.0 CODE, SHALL BE INSULATED SPACES MUST BE INSULATED TO R-8. INSULATED, 3/8-in. SIDING CONTRACTOR, ANY SUBCONTRACTOR, SHUT-OFF VALVES AT ALL FIXTURES. -RETURN DUCTS IN UNGONDITIONED 0 TEMPERED GLASS. ALL GLASS DOORS ANYONE DIRECTLY OR INDIRECTLY ALL WATER PIPINO TO HAVE EXTERIOR STUD WALL5 WITH BRICK VENEER 48.0 m `--'1°�i a AND W NDOWS SHALL BE INSTALLED IN 5PAGES (EXCEPT BASEMENTS) MUST o I"z�N w EMPLOYED BY ANY OF THEM, OR GLEANOUTS AT ALL CHANGES OF STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. * WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR �° u o, o 0 0 DIRECTION AND AT BASE OF 2 �_ w� ANYONE FOR WHOSE ACTS ANY OF MANUFACTURES SPEGIFIGATIONS. ALL -INSULATION IS NOT REQUIRED ON PLASTER, ADD 5 ib/ft- FOR EACH FADE PLASTERED. VALUES 4 T°cj--Taw THEM MAY BE LIABLE REGARDLESS VERTIGAL WASTES. USE 4" CAST IRON WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. GIVEN REPRESENT AVERAGES. IN 50ME GASES THERE 15 A Id o I---ui o W 0 w wi OF WHETHER OR NOT IT IS CAUSED IN THROUGH FOUNDATION WALL PITGHED CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. D N o J Q o MIN. I/8" PER FOOT. TRAP/WASTE SEALED A5 PER 2015 IEGG PART BY A PARTY INDEMNIFIED REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: z 0 s z i o i-I [A HEREUNDER. ALL MATERIALS, SIZES FOR FIXTURES SHALL BE AS FANS UNDER ALL SLIDER DOORS, AND -ALL JOINTS SEAMS, AND 2016 EGG OF NEW YORK STATE: z o' z w)- p ASSEMBLIES, AND METHOD OF FOLLOWS: WINDOWS WITHIN A 6" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY R401.3: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE 0)uVi o Z m o U1 CONSTRUCTION INGLUDING BUT NOT DISH WASHER 1 1/2" SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS, GASKETS, BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN Q z THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE w' v d z° �� z v LIMITED TO FORM-WORK, KITCHEN SINK I I/2 TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHESIVES), BUILIDINO. ; z V BLOCK-WORK, FRAMING, NAILING, LAVATORY 1 1/4" PROVIDE ALL SCREENS AND MASTIC,-PLUS-EMBEDDED-FABRIC, OR o`�„$°m- ° z_Qw0° PLACING OF GONGRETE, ETC. ARE TO SHOWER 2" HARDWARE AS REQUIRED. ALL GLASS TAPES. DUCT TAPE 15 NOT R402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL BE z Q°o s o o 9 a o BE CAREFULLY SUPERVISED BY THE TOILET 3" 15 TO BE FREE OF SCRATCHES AND PERMITTED. Q o w w i o CONTRACTOR TO BE SURE- THEY ARE ALL SYSTEMS TO HAVE ONE 5'' MAIN WEATHEtiz-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO �w U 0 z o a z w F IN ACCORDANCE WITH THE DRAWINGS, VENT STACK INCREASED TO 4" IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED THE INSULATION ON THE SURROUNDING SURFACES. � ° N1- w THE MANUFACTRER FOR A PERIOD OF AND LOGKING-TYPE LONGITUDINAL SPECIFICATIONS, APPLIGABLE CODES THROUGH THE ROOF. PROVIDE FROST NO LE55 THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUGT5 AND GOOD PRACTICE. DEVIATIONS PROOF HOSE-BIBS AS INDICATED ON TO BE ANDERSEN UNLESS INDICATED OPERATING AT LE55 THAN 2" w. R402.4: AIR LEAKAGE - BUILD4NG THERMAL ENVELOPE SHALL BE ?w Qw q 9 CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 3 AIR CHANGES PER FROM THE DRAWINGS AND PLANS WITH EASILY AGGESSIBLE OTHERWISE. (500 PA.) - SPECIFICATIONS WILL NOT BE DRAIN DRAIN-GOGKS. THE WATER HOUR. a o o w LU -DUGT5 SHALL BE SUPPORTED EVERY �i n o o m �o �- PERMITTED WITHOUT WRITTEN SUPPLY AND 5EWASE DISPOSAL IO FEET OR IN ACCORDANCE WITH THE z Q-1 a- 'a- °z R402.4.1.1: INSTALLATION - THE GOMPONENT5 OF TH= BUILDING Z o AUTHORIZATION OF THE ARGHITEGT. SYSTEM SHALL COMPLY TO THE MANUFACTURER'S INSTRUCTIONS. z o ° _ $°- z THERMAL ENVELOPE SHALL BE INSTALLED I N ACCORDANCE WITH Q v w '�o m z v w THE CONTRACTOR SHALL BE APPLIGABLE COUNTY DEPARTMENT OF fy a L z akn PAINTINO AND 5TAINING -COOLING DUGT5 WITH EXTERIOR THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REOUIRED BY °Q$=Q�Lj_K< RESPONSIBLE FOR THE SHOP HEALTH STANDARDS AND _ w w Q w Q z Q w"i'> THE FOLLOWiNC IS INCLUDED FOR THE INSULATION MUST BE COVERED WITH A CODE OFFIGIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL '��d�o o o o° p DRAWINGS WHIGH MAY BE NEEDED. REGULATIONS. APPROVAL OF ALL CONVENIENCE OF THE PAINTING VAPOR RETARDER. ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM COMPONENTS AND VERIFY COMPLIANCE. ARE TO BE FIELD VERIFIED. APPROPRIATE LOCAL AUTHORITIES CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. R402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE CONTRACTOR TO REMOVE_ 4 PRIOR TO CONGEALMENT. PRIOR TO REQUIRED FOR VARIOUS SURFACES. IT -THE HVAG SYSTEM MUST PROVIDE A TESTED AND VERIFIED AS HAVING < 3 ACH5C IN GZ4A, 5, A6A. -7 -7 RELOCATE AS REQUIRED ALL ORDERINO, CONTRACTOR SHALL 15 THE INTENT OF THESE MEANS FOR BALANCING AIR AND DIAMETER EXISTING WORK WHIGH INTERFERES SUPPLY GUTS OF FIXTURES FOR TESTING SHALL BE CONDUCTED BY-AN APPROVED THIRD PARTY. REFLECTIVE WHITE WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT SPEGIFIGATIONS TO PROVIDE A WATER SYSTEMS. THAT THE OWNER CHANGES, THE COMPLETE FINISH. ALL PAINTED R402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE SITE WORK CONTRACTOR SHALL CREDIT THE IN A UNIFORM MANNER TO BE -EACH DWELLINO UNIT HAS AT LEAST EXCEPTION: DIRECT VENT APPLIANCES WITH 507H INTAKE AND STAKEOUT 15 TO BE PERFORMED BY A OWNER FOR THE FULL ACCEPTABLE. ONE THERMOSTAT CAPABLE OF EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE LICENSED SURVEYOR. STAKING AND SUBCONTRACTORS COST FOR THE INTERIOR WOOD SURFACES-APPLY TO AUTOMATIGALLY ADJUSTING THE H LAYOUT ARE TO ESTABLISH ALL LINES CHANGED UNIT. LIGHTLY SANDED SURFACES, WALLS, SPACE TEMPERATURE SET POINT OF R403.3.2: DUCT 5EALINO - DUG75, AIR HANDLERS, AND FILTER z AND BENCHMARKS. VERIFY ALL GIVEN HVAG DOORS, FRAMES, TRIM, AND BASES, THE LARGEST ZONE. BOXES SHALL BE SEALED. DATA ON DRAWINGS. IN GA5E OF SYSTEM TO BE DESIGNED BY OTHERS. ONE GOAT WOOD FILLER OR STAIN AND TWO GOATS MGKLUSKY'S ELECTRIC SYSTEMS: O DISCREPANCY, RECEIVE R403.3.3: DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO PROVIDE PROPER SUPPLY TO ALL Q CLARIFICATION FROM ARGHITEGT EGGSHELL FINISH NON-YELLOWING -SEPARATE ELECTRIC METERS ARE DETERMINE AIR LEAKAGE. ROOMS a CONFORM WITH ALL STATE REFLECTIVE RED z PRIOR TO PfROGEEDING. EXCAVATE POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. EXCEPTION: DUGT LEAKAGE TEST 15 NOT REQUIRED WHERE O AND BAGK FILL FOR NOR< INDICATED AND LOCAL CODES. GYPSUM BOARD- MINIMUM ONE GOAT THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN FAN70NE # Ic57 � ON DRAWINGS. STOGKPILE TOPSOIL PRIMER AND TWO GOATS FLAT PAINT. FIREPLAGES: THE BUILDINO THERMAL ENVELOPE. Z 0 Ul Q D OBTAINED FROM STRIPPINGRIVEWAY WOOD SURFACES-WOO SURFACES- TWO -FIREPLACES MUST BE INSTALLED AND BUILDING SITE. STOCKPILE ALL GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-GOMBUSTABLE R403.3.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR �� EXCAVATED MATERIAL. NEW AND FRAMING AND ROUGH GARPENTRY EXTERIOR EXPOSED METAL- MINIMUM FIREPLAGE DOORS PLENUMS } 2 2 O W W cj EXISTING BAGK FILL MATERIAL AND JOISTS RAFTERS AND STUDS SHALL ONE GOAT ZING CHROMATE AND TWO -FIREPLACES MUST BE PROVIDED DESIGNATION FOR STRUCTURAL 0 0 0 0 0 TOPSOIL ARE TO BE FREE-- OF WEEDS, BE CONSTRUCTION GRADE DOUGLAS GOATS EXTERIOR ENAMEL. WITH A SOURCE OR GOMBU57I0N AIR, R403.4: MECHANICAL SYSTEM PIPINO INSULATION - GARRYINO COMPONENTS THAT ARE OF TREE ROOTS, ROCKS AND DEBRIS. FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLAGE FLUIDS >105°F OR <55°F, INSULATE TO R-3 MIN. TRUSS TYPE CONSTRUCTION �: STRO<E _ N ry N ry O O ALL SURPLUS MATERIAL THAT 15 WOOD SILLS AND WOOD IN CONTACT QUALITY PITT5BUROH, PRATT 4 CONSTRUCTION PROVISIONS OF THE O ry m N Q N IH UNSUITABLE FOR BAGK FILL MATERIAL WITH MASONRY SHALL BE AGO. ALL LAMBERT, DUTCH BOY. CADOT5, BUILDING CODE OF NEW YORK STATE, R403.6: MECHANICAL VENTILATION - THE BUILDING SHALL BE cV Q d SHALL BE REMOVED FROM THE SITE. EXTERIOR SHEATHING SHALL BE 1/2 MGKLU5KY5, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK PROVIDED WITH VENTILATION THAT MEETS THE REOLIREMENTS OF ■ ry u� N GDX DOUGLAS FIR PLYWOOD. CONTRACTOR 15 TO PROVIDE STATE OR THE NEW YORK GITY F FLOOR FRAMING, INGLUDING O FR07EG7 ALL TREES WITHIN EIGHT IRG/IMG. ' ' GIRDERS AND BEAMS FEET OF THE BUILDING. PROPER SJB-FLOORS TO BE 5/4" GDX SAMPLES OF ALL PAINTS AND STAINS BUILDING CODE, AS APPLICABLE. THE MECHANICAL VENTILATION RATE SHALL 5E NO GREATER ■ ■ "R" ROOF FRAMING - # APPROVALS MUST BE OBTAINED PLYWOOD EXTERIOR SHEATHING TO FOR ARCHITECT'S AND/OR OWNERS THAN z BUILDING "FR" FLOOR AND ROOF FRAMING w w BEFORE COVERING ANY E:XGAVATED BE COVERED WITH "TYVEK" HOUSE APPROVAL. SERVICE WATER HEATING: F BEDROOMS + 1) STANDARDS AND CODES fK (K O.QI X GFA + 7.5 X # Q( SAMPLE - TITLE 14 NYGRR PART 1265.4 WORK. WRAP OR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL *GFA = GONDITIONED FLOOR AREA PLACE ENGINEERED WOOD PLACARD STUD WALLS AT 1/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP ON OR AI .JACENT TO ELEGTRIGAL METER DOx GONCRETE BLOCK AND AT ALL UNSUPPORTED EDGES OF INSTALLED AS PER SECTION R702.3.2. ON BOTH THE INLET AND THE OUTLET R403.7: EQUIPMENT SIZING - PER ALGA MANUEL S, BASED ON ALL CONCRETE BLOCK 15 TO HAVE PLYWOOD. PROVIDE SOLID BLOCKING THROUGH R702.3.6 OF THE UNLESS THE WATER HEATER HAS AN LOADS GALCULATED PER ALGA MANUEL J. "DUR-O-WALL" REINFORCING EVERY AND DIAGONAL BRACINO OF FLOOR INTERNATIONAL RESIDENTIAL CODE. INTEGRAL HEAT TRAP OR 15 PART OF THIRD COURSE. FILL TOP GOURSE JOISTS AT 8' O.G. MAXIMUM AND GYPSUM WALLBOARD APPLIGATION A GIRGULATINO SYSTEM. o SOLID. MORTAR MIX TO BE ONE PART SOLID BLOGKING UNDER ALL SHALL BE TAPE JOINT SYSTEM. ALL -INSULATE CIRCULATING HOT WATER 157AL LIGHTING - A MINIMUM OF OH OF PERMANENTLY PORTLAND CEMENT ONE PART LIME UNSUPPORTED EDGES OF PLYWOOD. GYPSUM BOARD TO BE 1/2" ON WALLS PIPES TO THE LEVELS ON TABLE I. INSTALLED FIXTURES MUST HAVE HIGH-EFFIGANG'� LAMPS. O ul PUTTY, AND SIX PARTS SAND, OR ONE ALL GAP PLATES TO BE DOUBLED AND 1/2'' ON CEILINGS UNLESS LOW-VOLTAGE LIGHTING EXEMPT TRUSS DES I ONA710N S I O N r- PART MASONRY CEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO OTHERWISE INDIGATED NOTE:. FINISH JOINTS, CIRCULATING HOT WATER SYSTEMS: FOUNDATIONS CHAPTER 4 DESIGN BASED UPON PARTS SAND. END OF STUDS. LAP GAP PLATES AT J-BEADS. NAIL DIMPLES, CORNERS -INSULATE CIRCULATING HOT WATER 50AL.E: NT5 PRESUMPTIVE LOAD BEARING VALUES OF SANDY GRAVEL CORNERS. WHERE FLUSH FRAMING AND EDGES SHALL BE TAPED AND PIPES TO THE LEVELS ON TABLE 1. < 0) CONCRETE OCCURS, USE MIN. 160A SHEET METAL RECEIVE THREE GOATS OF JOINT AND/OR GRAVEL AT 2000 LE35 PER SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT SOIL JH NO CONCRETE OR MASONRY WORK JOIST HANGERS BY 'TEGO' OR COMPOUND. ALLOW 24 HOURS TO DRY HEATING AND COOLING PIPING MATERIALS ARE FOUND UPON EXCAVATION OR TEST HOLE, �`Z SHALL BE DONE DURING APPROVED EQUAL. ALL GORNERS TO BETWEEN GOATS. FINAL GOAT TO BE INSULATION: FOR ALTERNATIVE FOOTING AND FOUNDATION WALL XX TEMPERATURES OF 40 DEGREES F. BE MINIMUM 3/2X4 STUDS. HEADERS SANDED SMOOTH. METAL CORNER -HVAG PIPING GONVEY DESIGN INO FLUIDS TAE3LE I : MINIMUM INSULATION THIGKNE55 FOR GIRGULATINO HOT WATER PIPES AND FALLING. NO CONCRETE SHALL SHALL BE MINIMUM 2/2X6 UNLESS BEAD TO BE USED ON ALL OUTSIDE ABOVE 105°F OR CHILLED FLUIDS INSULATION THIGKNE55 IN INCHES BY PIPE SIZES BE PLACED ON FROZEN SURFACES. NO NOTED ON PLANS. MINIMUM BEARING CORNERS AND AROUND ALL BELOW 55°F MUST BE INSULATED TO HEATED WATER NON-GIRCULATING RUNOUTS GIRGULATINO MAINS AND RUNOUTS -I ADDITIVES SHALL BE ALLOWED FOR STUDS, JOISTS AND BEAMS SHALL OPENINGS. THE LEVELS IN TABLE 2. WITHOUT WRITTEN PERMISSION OF THE BE 3 1/2". USE DOUBLE JAGK STUDS TEMPERATURE (F) UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER 2'' Ll ARCHITECT ALL CONCRETE 15 TO BE FOR HEADERS OVER FIVE FEET IN ELEGTRIGAL 170-180 0.5 O 1.5 2.0 MIN. 5,500 P.S.I. AT 28 DAYS a 4,000 LENGTH. ALL WORK SHALL COMPLY WITH THE NOTES: 140-160 0.5 0.5 1.0 1.5 1 P_ F51 FOR GARAGE SLAB. PROVIDE ALL NATIONAL ELECTRICAL CODE AND ALL I. OBTAIN ALL PERMITS PRIOR TO 100-130 0.5 0.5 0.5 1.0 O < O 0 SLEEVES AND FOUNDATION VENTS AS STATE, LOCAL, AND UTILITY COMPANY THE START OF WORK. REQUIRED BY NYS CODE. UNLESS CODES AND REGULATIONS. ALL INDICATED, ALL FOUNDATION CIRGUI75 SHALL BE MINIMUM 15 AMP. 2. ALL BEDROOM TO BE PROVIDED 7A5LE 2: MINIMUM INSULATION 7HIGKNE55 FOR HVAG PIPES FOOTINGS ARE TO BE A MIN. 8" DEEP POWER WIRING SHALL BE MINIMUM 14 WITH ROD $ SHELF, ALL LINEN n/ z PROJEGTING 6" ON EACH SIDE OF THE AWG. CONVENIENCE OUTLETS SHALL CLOSETS TO BE PROVIDED WITH 5 PIPING SYSTEM FLUID TEMP. INSULATION THIGKNE55 IN INCHES BY PIPE SIZE l.� CD FOUNDATION WALL. PROVIDE TWO #4 BE LOCATED 12" ABOVE FINISHED ROWS OF SHELVES. OL Q TYPES RANGE (F) 2" RUNOUTS I" AND LESS 1.25" TO 2" 2.5" TO 4" IY DEFORMED BARS CONTINUOUS IN THE FLOOR UNLESS OTHERWISE INDICATED. T � FOOTING. ALL 4 THIGK GONGRETE ALL SWITCHED TO BE LOCATED 56'' 3. DOOR TRIM AND BASE MOLDING HEATING SYSTEMS 5LA55 TO HAVE 6X6 10/10 WELDED ABOVE THE FINISHED FLOOR UNLESS TO MATCH EXISTING LOW PRESSURE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 WIRE REINFORCING. OTHERWISE INDIGATED. SUPPLY ANCHOR BOLTS IN LOW TEMPERATURE 120-200 0.5 I.O I.O 1.5 m m � � CONCRETE SHALL BE HOOKED 5/8" X NOTE: ALL NON-ENGINEERED LUMBER RECOMMENDED LAMPS IN ALL 4. ALL BATHROOM FIXTURES AND t- ry m STEAM CONDENSATEu1 O 12" AT MAX. 5' O.G. PROVIDE BITUMEN TO BE DOUGLAS FIR #2 OR BETTER FIXTURES. FAUCETS TO BE SUPPLIED BY OWNER z EXPANSION JOINTS BETW}=EN 5LAB5 AND INSTALLED BY CONTRACTOR (FEED WATER) ANY 1.0 1.0 1.5 2.0 z AND FOUNDATION WALLS. COOLING SYSTEMS tU tY 0 IV ° 5. FINISHES TO BE SUPPLIED GHILLED WATER, REFRIGERANT 201-250 1.0 1.5 1.5 2.0 O O W z BY OWNER AND BRINE 120-200 0.5 1.0 1.0 1.5 � Q v O La N p