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HomeMy WebLinkAbout44462-Z O�g11FFflt,fCpG Town of Southold 12/9/2020 P.O.Box 1179 0 • 53095 Main Rd 44ol �ao'� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41678 Date: 12/9/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 935 Southern Cross Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-5-48.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/18/2019 pursuant to which Building Permit No. 44462 dated 11/25/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including covered front porch, to existing single-family dwelling as applied for. The certificate is issued to Contento,Albert&Annette of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 20-66846 11/19/2020 PLUMBERS CERTIFICATION DATED 12/2/2020 LoBianc OV -0- roF ignature o�SOFFutX�oTOWN OF SOUTHOLD a �y BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • �� 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#: 44462 Date: 11/2512019 Permission is hereby granted to: Pearl, Martin 1539 Whispering Oaks Cir Naples, FL 33110 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 935 Southern Cross Rd., Cutchogue SCTM #473889 Sec/Block/Lot# 110.-5-48.1 Pursuant to application dated 11/18/2019 and approved by the Building Inspector. To expire on 5/26/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $473.60 CO -ADDITION TO DWELLING $50.00 Total: $523.60 Buil nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following- A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. /J ha b F, New Construction: Old or Pre-existing Building: 0" (check one) //�� Location of Property: `15' 5-00 TN EP-M C O E, (ELE E-S �EG1L> House No. Street Hamlet Owner or Owners of Property:&LF2el ©1lSTEl- 1 C:) Suffolk County Tax Map No 1000, Section 1 1 0 Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval- Underwriters Approval: Planning Board Approval- Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ � Applicant Signature Building Department Application AUTHOlIIZATION (Where the Applicant is not the Owner) residing at (Print property owner's name) (Mailing Address) do hereby authorize Ap-n4UR Acct lC* (Agent) to apply on my behalf to the Southold Building Department. ���qAl ��20 1117 l ss Signature) (Date) (Print Owner's Name) DOUGLAS T BASSEMIR NOTARY PUBLIC STATE OF NEWYORK SUFFOLK COUNTY LIC.#01 BA6182118 COMM.EXP. 2 I I I LZo Certificate of Compliance ........................................................................................................................................................................_.................................... CERTIFIED ELECTRICAL INSPECTIONS 188 PARK AVENUE I m AMITYVILLE, NY 11701 U NOV ?_ 3 P: (631) 598-5610 202(j ............................................................................................................................................................................................................. CERTIFIES THAT Upon the application of Upon premises ownWby,= Gerarti Electrical Inc. AJ Contento 348 W. 18th Street 935 Southern Cross Road Deer Park, NY 11729 . Cutchogue, NY 11935 Located at: 935 Southern Cross Road, Cutchogue, NY 11935 Application Number#: 20-66846 Certificate#: 20-66846 Electrical License#: 40564-ME Section: 5 Block: 48 Lot: 1 Building Permit#: 44462 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Renovation of Entire House with Unfinished Basement and A/C Equipment A visual inspection of the premises electrical system, limited to electrical,devices and wiring to, the extent detailed herein, was conducted in accordance with the requirements of-Ahe applicable: code/or standard promulgated by the State of New York, Department of State Code.Enforcement and Administration, or other authority,having jurisdiction, and found to be in compliance`therewith on the 19th day of November 2020 M Name QTY' GFI Receptacle- 20 Amp, 120V ,5 Wall Sconce- 15 Amp. 120V 7 Recessed Fixture- 15 Amp, 120V 40 Smoke Detector- 15 Amp, 120V 4 Incand. Ceiling Fixture- 15 Amp, 120V 10 Exhaust Fan - 20 Amp,120V 3 Switch - 15 Amp, 120V 35 ComboSD/CO - 15 Amp, 120V 1 . Electrical Inspector: Anthony Giordano - - ? -i ___•'' APPROVED", 0 ' - - '�'• ,.rte, . ,9 r- This certificate isnot valid unless raised seal is present. ''r, r rru�• Certificate of Compliance .......................................................................................................................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ........................................................................................................................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by Gerarti Electrical Inc. AJ Contento 348 W. 18th Street 935 Southern Cross Road Deer Park, NY 11729 Cutchogue, NY 11935 Located at: 935 Southern Cross Road, Cutchogue, NY 11935 Application Number#: 20-66846 Certificate#: 20-66846 Electrical License#: 40564-ME Section: 5 Block: 48 Lot: 1 Building Permit#: 44462 Name QTY AC Condenser-30 Amp, 220V 1 Duplex Receptacle- 15 Amp, 120V 52 Paddle Fan - 15 Amp, 120V 3 Electrical Inspector: Anthony Giordano �'�'APPROVED�o� - iiiihmmmtua�\ This certificate is not valid unless raised seal is present. pF SQUT�oI Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �O Irou BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: ���1-20) Building Permit No. yyy�po2 Owner: l &4 �y)7(� (Please print) Plumber: Eon, l Ji a/la) (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (PIumbers Signature) Sworn to before me this day-of Q', 20_2�j —a Da U C-/n J�& Notary Public,sWo I L County 1RENE M.NOBRE %OTARY PUBLIC-THE S7Al E OF NLN,'1 Olth No.(11',06123357 Qualified In Sufrulk Cmurt, , \1;'CommNsiun Expires March 7"20 { "` �pf SOLI yO<o # TOWN OF SOUTHOLD BUILDING DEPT. °`ycoornv, ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] PISULATIOWCAULKING - [ ] FRAMING /STRAPPING [VfFINAL [ ] FIREPLACE & CHIMNEY [ ] ' FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) : [ ] CODE VIOLATION [ ] PRE C/O RKS:&I m �b I-vi or. �W- VlA . , rV /Y '10 1 3PVfA6 Cp , n� DATE 111;4>0>0 INSPECTOR l l 61V�o�a0f SO(/l�° # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,� 765-1802 'INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND- [ ° .] . I ULATIOWCAULKING [ ] FRAMING/STRAPPING FINAt�� v [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT=PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: OA, 00,-� DATE 11196cfto INSPECTOR Martin A. Passante Architect Lic. In N.Y., N.J., CT, MA,AZ, IN, IL, KT,VA, WV, DC, PA October 20, 2020 ) i +LE Town of Southold 53095 Route 25 � Southold,New York OCT 3 0 2020 Re: BP#44462, 935 Southern Cross Rd, Cutchogue �, To Whom it May Concern: accept this letter as certification that I have inspected the above referenced pp d them to be in complete compliance with the enclosed revised approved ® gspla York State Residential Building code l a� t Lic.43 qTF OF 178 Bayview Ave. Northport, N.Y. (631)747-1114 Fax (631)532-1315 FIELD INSPEC'ION REI'O •DATE COMMENTS FOUNDATION (IST) -- ------------------------------- [ FOUNDATION (2ND) ROUGH FRAMING& PLUMBINGH a tA r INSULATION PER,N.Y. y STATE ENERGY CODE Wk FINAL ADDITIONAL COMMENTS 55 Z 1(ad Ono �10 w frn 0 z x TOWN OFSOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST' Q WELDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY-11971 ets of Building Plans 0 TEL: (631) 765-1802 FAX: (631)765-0502 Planning Board approval - _ (�Wey— J Southol(ltownny.gov PERMIT NO. I ptir; orm .E.C. Testees (;:Zo Application J _—Efwd Permit Examined 20 Single&Separate Tfts Identification Form 3 NOV 1 8 2b19 -Storm-Water Assessment Form Contact: 4 Approved 1 20-4-1- to:A,-V 6,411" Disapprole'd,a/c 49-2 4 C-_2' 51��Wh-671L) Phone: V/ Mail Expiration_41 - ._20_4�1 cog; (L fKffldft-I&pector & Ve PLY, 7'2> APPLICATION FOR,BUILDING PERMIT g Date_NAV4i%4CP_ /9 20 INSTRUCTIONS - f 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 o i '- premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this appiication may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Insp6ctor will issue a Building Permit to the applicant.-Such a permit shall be kept on the premises available for inspection throughout the work. e.N6 building shall be occupied or used in whole or in p art for any purpose what so ever until the Building Inspector l Iissues a-Certificate of Occupancy. I f Every building permit shall expire if the work authorized has not,commenced within 12 months after the date of issuance-or has notbeen 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 alteTations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinancesl building code,housing code,and regulations,and to admit authorized inspectors on-premises and in building for necessary,inspections. DOUGLAS T BASSEMIR NOTARY PUBLIC STATE OF NEW YORK Lgnature of applicant or name,ifa corporation) SUFFOLK COUNTY LIC.#01 BA6182118 r Ah. f-, 4 COMM.EXP (Mailing address of applicant) State whether apphcant is owner, lessee,agent,architect,engineer, general contractor, electrician;plumber or-bui /7 r, 4 �r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST r BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health j SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form MY S.D.E.C. Trustees C O.Application Flood Permit Examined 120 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 Mail to: Disapproved a/c Phone: Expiration 120 Building Inspector APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 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. (Signature of applicant or name,if a corporation) (Mailing.address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder } Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Lola f land on which proposed �orlc w, N ll�be�dS e: �� `y is �\ � House Number Street ((�J Hamlet County Tax Map No. 1000 Section Block 15 Lot . H V Subdivision Filed Map No. Lot ti 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO r * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO IF YES, PROVIDE A COPY. TATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Naive of individual signing contract) above named, (S)He is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performe sai work and to make and file this application, that all statements contained in this application are true to the best of ow edge an belief, and that the work will be performed in the manner set forth in the application filed thereL Sworn to before me this X day of 20 �`(� Notary Public Signature of Applicant Subdivision Filed Map No. Lot 410 / JJfs'i�� • h®w412 wt 2: State existing use and occupancy of premises and intended use and occupancy of proposed construction: ;+ a. Existing use and occupancy sy,00,6�& 4kwp b. Intended use and occupancy. 9 rJN2T4Z 41r7,c�� 3. Nature of work(check which applicable):New Building Addition Alteration € Repair ✓ Removal Demolitions Other Work -, escription) f 4. Estimated Cost �SI D D o Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front ,7� Rear 7,40 Depth o�7 i Height Number of Stories F&VeW y Dimensions of same structure with alterations or additions: Front �B Rear Depth 2Z/ Height /� Number of Stories RKe 8. Dimensions of entire new construction:Front 3 Rear Depth Height Number of Stories" 9. Size of lot:Front Rear Depth -CQ�T/� 10.Date of Purchase Doh"AA Name of Former Owner 12�� S '11.Zone or use district in which premises are situated ! 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO i 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO V 3 14.Names of Owner of remises�,��/fN1UEfTE�N7 S���'� ti j drJGf N 6 Name of Architect A NTS Address a �w , Phone No�3 /Iq Name of ContractorAcnir F1 ccJ�ic�N_ Address Phone No. 63� e4-7zA764o_- NY, 15 a_ Is this property within 100 feet of a tidal wetland or al,freshwater wetland? *YES NO *IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal�wetland? *YES NO l * IF YES;D.E.C.PERMITS MAY BE REQUIRED. n 16.Provide survey,to scale,with accurate foundation plan,and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18-..Are there any covenants and restrictions with respect to this property? YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: ; COUNTY OF , z REScheck Software Version 4.6.3 AM ®m flans Certificate Project 935 Alteration i D 1 f �� "', Energy Code: 2015 IECC NOV 2 0 2020 Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition 7-M Ta- Climate Zone: 4 (5572 HIDD) 7,7 OT-1 Permit Date: HOLD Permit Number: Construction Site; Owner/Agent: Designer/Contractor. 935 Southern Cross Rd Contento Martin Passante RA Cutchogue,NY 935 Southern Cross Rd Martin A Passante RA Cutchogue,NY 178 Bayview Ave. Northport,NY 11768 631-747-1114 martyp@jmparchitects.com Compliance- 5.0%Better Than Code Maximum UA: 218 Your UA: 207 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Um M� J, �Nm Ceiling I;Flat Ceiling or Scissor Truss 641 38.0 1.0 0.029 19 Ceiling 2: Cathedral Ceiling 872 38.0 1.0 0.027 24 Wall 1:Wood Frame, 16"o.c. 1,632 15.0 2.0 0.065 95 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 156 0.240 37 SHGC:0.30 Door 1:Glass 18 0.240 4 Floor 1:All-Wood loist/Truss:Over Outside Air 641 21.0 0.0 0.044 28 Compliance Statement: The proposed building design described here i consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed buil g has been designed to meet the 2015 IECC requirements in RESche,ck Version 4.6.3 and to comply with the mandatory7S requirem isted in the REScheck Inspection Checklist. /V I 4A�111711 - Nam&-Title -slynatbre \I'-- - � to ' q- p,.PAS.3.14�T� 23AA�' yQ 0 N Project Title: 935 Alteration Report date: 11/23/20 Data filename: C:\Work\Residential\935 Southern Cross\Untitled2.rck Pagel of 9 ��eC'tia]•?JgC4i. --�_ _ iC3` - _ ��. } _- 'L_. '��._ '_t:L.> __ -_ _ '_#��.',.�:i x`�••_ -' _ `��y•.:' Tr T '•f.^-..'i• -Verified- Plaids .lcfeie�'Verifi�c��r- - - e` :�`4 - - A'a;`z;',.=;�# C _g•t p�� C � =�^�`" -'�"2 k'-r_ -t" > ," .� - -L:r ,>��` �'..:"- -,:-r;��v' -?;t:'e_, - .•'ar®n'Ij9il�lrr...�� - �Inet!,4,7/�1SStdrr1il�€� :;4 �p��� jj C:{`: .r,}�..-' _ ;-1:Yi. iPJ`N'-.'`' -1,':::, - :3Y"3:<K 'iA':`ii'r.'-Y^n��J ,.s i„' [Y,5 3`�-'1r•, - •, >iA �g�ii;, it ,4. g.Fl,{•. _ _,f�•?St.�4. ':'�..'..1,.'}isj' -�:`^T`, �. .'_l,•-,. .'s4<C;°�,yif.� 402.1.1, Glazing U factor(area-weighted U- U- -[]Complies ,See the Envelope Assemblies 402.3.1, average). _ Does Not tableforvalues. 402.3.3, X402.3.6, ❑Not Observable 1402.5 ❑Not Applicable ,(FR211 i = 1303.1.3 U-factors of fenestration prod ' ' - Comp ie _Requirement will be met. "s,,:: °':r " '� ;. f,`, ;`':;�= __ ? [FR4]1 -are determined in accordance �x h0Does Not rz with the NFRC test procedure or to"' x ' Yr h default ❑Not Observable taken from the d f � r : ,: , r•.":•��� ��,,W r �• . , art, - �`� =rsar�,� :x� �_❑ ot cab may= NApplicable , ,3,+��:,;���y��;..:a,s,'•;i`,�`"+z ?-" ; and thermal barrier �`-_ " `''``� '� � � �,'',"`' ❑Complies Require en t402.4.1.1 -Air barrier r ��°,,:* ` '.,;;:�:=•ter a• m t will be met. 1 <` � '"�':`,Eiya`v-�.. x�r�`�'�=f;i��� [FR231 installed per manufacturer's "s.,F❑goes Not _instructions. = " = ;':p.R_ '•s= •: .,�i;F:.. ; 37, ❑Not Observable ❑Not Applicable I 402.4.3 Fenestration that is not sitebuilt r;-❑Complies :Requirement will be met. �_a- •�„ ��':. FR20 1 �Is listed and labeled s g ';tM,;r; c x z.. =R" h .f g` ,.r;.4,,,;y ;,❑ a meeting [ l z�; �r�r� 3���'� .°f�,.x.°r; ,�,_,��`.•,��:. Does Not • yAAMA/WDMA/CSA 101/1.5.2/A440; r- e ❑Not Observable or has infiltration rates per NFRC ''? - „:sz���}� •'s��z-=`�i'� �-;��;'-kv;,��.;;�.k, •400 that do not exceed code '' s 4 `,'Tri`' ;;„` ❑Not Applicable l },�,f,`.>t7•a }'moi >">;S$f= c-..LE,=^-°;y,�;Cy�=:i:i='';'s .-limits. 'iBtiR 'IrIC-rated recessed lighting fixtures^ +h r :s -;`;x: �' ; Y-- s53,` ` =' ❑Complies q �;. - e r.” 4 'Requirement will be met. '(�F'F,t36j? sealed at housing/interiorfinish 3 'a, a' '�""'- ,,<_,c+•.-:t`.:%�,,; -t.`kisty;t$?c' Y M.-ds,�r ❑Does Not and labeled to indicate s2.0 cfm ;:1 , }• t F,,�s'• ;}.3`.t •r� ..y kv-y Y.,,,�F.`.^i,.h.•,'.�rv.,._ 7•;:5�-� •..N:. •.' �:❑Not Observable leakage at 75 Pa. _ •Y .4 :%°•><,`,:`:5'�,g 'k:'> •sa'_.i` '' ❑Not Applicable 403.2.1 ;Supply and return ducts V?'-f °F MComplies e in attics : ` <_< [FR1211 insulated>= _❑ R-8 where duct is -' e K`"__ <<•: ;;a ; §4 f Does Not _�;•:_ �.� �-�•:;• .ter, >=3 inches in diameter and>_ ' b: <nr.•_ 4 � x a ref „�.^ ;.;c ,:.:x+ r ? mak : .. *,-sY Not Observable . 3 inches.Supply and' - c '` t.,. 'R-6 where< < x`{` : ^ 'a , < ❑NotA licable return ducts in other onions f `` i °'"< '<< -`_.`"s` �_ ` p ��,t. - o �, .d_r_...�,�.ra.,� r pP P �' , t4, {ap d s,F• E q�''-i e'c `the building insulated>=R-6 for :�%= �` -•> -� � �-"":.,�•``t�a= diameter>=3 inches and R-4.2 •for<3 inches in diameter. 403:3:3:5;Buildin cavities are not used asti.,;, ;tw 'y "{` ❑Complies [FR'1513" `,ducts or plenums. = ,a r . :' : ->,`:., ^' ?=M" ❑Does Not i`.;"i�•.1 �5;4:t4 4i'p l.'..,kj.n �,-S$' "1 ,,, ,r.'' '9'. IL P�,;rvYr!,i�yi'1: :Ff�•.t.:iyr lgrt�rj ,�'Kt�m ❑Not Observable - .sirY. :4k';�,x„"'r,.�"-•.� ,.y �•2j�`r••<,.a�'%>•.3•i:z.�.•+''i`;c-.,•r_••'." - 4c {':Y,� =❑NotApplicable 3; 4034 r ';HVAC piping conveying fluids R- R- ❑Complies ;[FRif7j?«`i ,above 105°F or chilled fluids =Does Not L below 55°F are insulated to>_R- ` =,❑Not Observable 3. ?tF ,xr __❑Not Applicable 14W.4.1 =Protection of insulation on HVAC �`.•? ` z; =' ='gid :r, -._ s -�❑Com lies - [FR2411piping. `,,_�__ ❑ Does Not ONot Observable a ``r ` '^_'' ❑Not Applicable �' a '`- ; Y'�:'•�:�t�" r'"`��;'.v 4�'r.'r,i"`r'.`��ina%`'= . p Hot water pipes are insulated to R- R- ;❑Complies jFR181 = ?R-3. []Does Not ❑Not Observable ' } t❑Not Applicable # 403:64t Automatic orravit dampers are 9 y s,-,f.,a { Complies Re tt t. tl2 r F` .�•�'a- 4. - ri l�:v:4`f>�.;>sfi'a.`-.s-S installed on all outdoor air i"89`���Y`�ca-5,�' '!"b•�t a"4'flr,-:`�,k:y., v.+= i, „t`n �H.:".y.�,:te,•,,.K.�v441.�."h��. '+��`{Y'��,�h �.ODoes Not �V PA intakes and exhausts. z�,krs� '��.,�`-,".3;`'i'<-: -,r',;"" 4;'sc;. ,�;,r',.� R NF. SS k, i%`+' �'t ❑Not Observable � c� ANT �A �_•'' isi;:�{';'s?'n,v.5��` :'.��?.i.t`f:.;Z:d,M i'..i4� V Q' \• . ?, ri 3ct, : _ - 's,;`,a:# L s ,:•s❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) "2_jMedium Impact(Tier 2) 3: Low Impact(Tier 0 F N Project Title: 935 Alteration Reporta e: 11/23/20 Data filename: C:\Work\Residential\935 Southern Cross\Untitled2.rc:k Page 4 of 9 REo AR�y � T 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) z3,,,Low Impac 0, 3AA Project Title: 935 Alteration 17./23/20 Data filename:,C:\Work\Residential\935 Southern Cross\Untitled2.rck Page 5 of 9 �gkAll Installed insulation-is labeled ElComplies 411equirement will be met. or the installed R­values Does Not provided. Not Observable Not Applicable 402.1.1, -Floor Insulation R-value. R- P R- '.[]Complies See the Envelope Assemblies 402.2.6 kWood -Wood 'ElDoes;Not ,table for values., [INI] ❑ Steel El Steel 'E]Not Observable 3 []Not Applicable 303.2, ;,Floor insulation installed per lRequirement will be met. Ekomplies 402.2.7 "manufacturer's instructions and IN& .9• UDoes Not [IN211 in substantial contact with the X H .0 NR m []Not Observable Z5 'underside of the subfloot,or floor cframing c 0 1114ot Applicable cavity Insulation is in Wn - 1% ,@OF' contact with the top side of "sheathing,or continuous g­ -insulation is installed on the El. underside of floor framing and �extends from the bottom to the 01 H 1"T top of all perimeter floorframing ,members. 'Seethe Envelope Assemblies 402.1.1, iWall Insulation R­value.If this is a'! R- R- OComplies 402.2.5, :mass wall with at least 2/2 of the 1❑ Wood ❑ Wood :]Does Not stable for values. 402.2.6 i-wall insulation on the wall X] ' J [IN311 °exterior,the exterior insulation mass E] Mass []Not Observable i'requirement applies(FRIO). ❑ Steel [3 Steel `ONot Applicable 'Requirement will be met. 303.2 Wall insulation is installed per Complies [1N4]1 manufacturer's instructions. Does Not 122 Not Observable Not Applicable ti Additional Comments/Assumptions: ED AIRe, p,.PAs,9,,,,, �A Q:r I 023ilA I I 1High Impact(Tier i) P;­ - Ti 3) �,_�'Jmedium Impact(Tier 2) -`��­,,,fLow Impact 1�r ) N Project Title: 935 Alteration Report clbife: 11723/20 Data fileri6me: bkW6rk'%esidentiaI\935-Southern Cro§s\Untltl0d2.rtk pade 6 of 9 ` p �'' ..t '''e`:Ei�s "'..`';Y.�,'3 Fn' -x3`_ 's.\.e - `':S:S ^'.y? -}:"- `�`. '_-'Si" 2•i-'r.",",g-r 0 '.J+.^x `Efrr -^�, h' x:zi.<��'rk`-:'vs', .`�isi.�'J. _ �✓�u'>>�.,`_?=b„ J r r'.�,,, ..3'".'�--`�µ>;��S'45 ��$II '�"dif8at61v1��; ��e;'.• �s;�,#:Ri}',�s��,�sfi-� 'i�, .U�%�?'r.,,,�, ��: �yk`e - 'f '�" .x�-�'^'r_ Wim.• 3"%.�' <,'� .w�nv,-c�fi�fl����?:xRi1,} .,��_•' � .-r,*r n,•'_ ...�:.'.t..;, - zea' r,�;,r 1 - ; �� :r.:rG�- ,?e'.,?-..."`�.. :k ,,*,�Aikz,s�t ,-i`'-:" .�.>'n`.' ..=,:f".. ,�-l:.•,�'xt•.,< t>.•,kn,+ .�," .0^: ,.�.�i�'G;,,`+,•�;�..>'A``, -;-.n a.'F, l!?Q6:1r �All mechani al v n yu :.�. Kix„<.. ':❑ P Com lies ,,s- N• ,c,+E^ C e tilati0n S Stem y y,.,c:;:.r,�,,,�;ii.," �'= 1<-`-,;�f+a.rxM^i;a'., 'M [F125:]? A fans not part of tested and listed k` y _ t :`=s ❑ ..v Does Not ���.�'�, Es r+:�+..;=•-^ r. s•,'a�' �`^ c;,.,�n�, �'� � ,. ❑Not Observable - ��,. ���"_�: []NotApplicable 403Supplying Hot water boilers heat ,�x�xs "^ - *�� �� � „� `^ �� i aw Ys »3 ;x ';yt `�', =` Com Lies N.' r r r NMI26 "throw h o -o tw z u<;-Q ;- "`” P 9 one ortwo-pipe heating : ., t ::. ,:d4,t ❑ :�:-?`rz 'ft=r�3'+r �:;�;T�.,'i �;s'a,.���4�rssw.TM�_�r5:.; i,',':..•nr' ',y`S`4a`g-� Does Not " Systems outdoor setback have 0 ;�yM��E�st'���"=� � ��,`�` �ra�F•`i-.< 4�;� a COntrol to lower boiler water Not Observable f ❑ ..temperature based on outdoor f� ,$ ❑NotApplicable `K temperature. - �f�r n-6i1:Rifr.�.�,'•'tti...•�h�.'.i"._=-L<(c`� �'40,X i ❑COm Iles ,Heated water ,; ..c ,'Yc�•.. xr <.�-� u= ;,"r$,.,; nw d ah ''nY t_.x's..:.m" `w. +i° P FI28 z circulation pump.The ' =y: ; a5 '` ` ❑ :�'ta x'xi have ar, s 4 t�; r� .-pt ? .. Does Not =w »system return pipe is a dedicated .` =�s;� Yr '>� t. �-:^"_ Not Observable ret-um pipe or a cold water supply, x x " ' � ' x"'r ❑ e rfC t ",,��' :.a,, ❑Not Applicable pipe. Gravity and thermos- -, r' Yg4St' ti ) # , syphon circulation systems are .,� nOt present. �t`. a .'t-::y^,c' y=„z"�e:,> .r '.,'"cr; 'M< t.Controls for t r�v.�,� z s y.r,';5, k,:tr," ` R;0 circulating hot water system ;, ,x��'w ` � x 4, `=�-<#:3'e` t'!ax'?Ell<=u'y, •-� 'xy �- pumps start the pump with signal .,-, .,'t. c'`.5,�",�. for hot water demand within the -t -�. �.r?2'' �=i,�r3._���•`Vim:_.x�„v:m:.:b' �' ;�r v,�;'��-���3•.�� occupancy.Controls --automatically turn off the pump � �'° �.:�`•� �"„x-^,,;',":�-,•,"-� �-r� ��; -mak ° id's "t S;Or- 1 h4;...T �;�when water is in circulation loop •�"�>4-��=�`�� ��t-� F ¢"t °r ,` ^,:r'`Li,,:"v=:;,x'� "pis at Set point temperature and ?" " 't �'.�s:::='�' � �r ' f s�:d .:.-fit A=-•�' �'s'yri a"��.."��.i`Sn'7w-r R_;ham. ;hrno demand for hot water exists. Waxr 4Er qua'" -r r11 t+' n Ti4✓.tiY:wi 3 4t1 %5£` 3 :' ",.l,t,^"i§,'a'ai,ai-;"eg i3 Y+�a' -r;a�rs:t.+.'.,x,`ti*',� „Ss2',i<Electric heat traces stems 3 .= ' ''=v Y. °❑Com lies F, ' com I with EE 51 .1 0 °3 P Y h IE 5 r U L = kis= .. ,• ;: ' " °A f �, �y . � ;.*--��,�'�";����-.�.,0-��7.�'�;�,�.�da❑Does Not kl>?'•:;5k tsxcT.'S'<'e3' kF i€:^.`at e Y515.Controls automatically j= % A" x r ak .c Q. i,��.-4�s!Wr&t�,'.',�a s` i, Mq� adjust the energy Input to the � `''x .=_' 1%x§?"s❑Not Observable < � r$? , -x-'• ``❑NotA licable "heat tracing to maintain the ��>r'{:�� �"�'` � ���" � ;� ��-� PP ,,;-' 'y '#t;� ^.r':'�+,y= "`s,-a•"'s.'': � 1 desiredwatertemperatureinthe � T� Ras ra,, N7:��ia.r• 1 : piping. �'iidCv$'r•ya'„P'•,�.,'` Q-1411 �403ti5'2��ffiWater distributionsystems a ,tx . . i�v �`' i.�,y ❑COmpII@S � [Fl-OJ?A%,Zhave recirculation pumps that x < ,"%s t >. �'�❑ =, . -� j, P P •a:`N �a�sg�,` ; 'i'a-7_-i, K' ii*�.,,.., Do@5 Not ,;. �w^�,' pump water from a heated water , - >, •;,r'{. ,>,' w°` �' '- =,k x. 'rY ,y '���"'ri ti..•+i„❑Not ObseNable "'�"�.,�.-3';ti. �,' Taxa supply pipe back to the heated „.e. .; ., uouga o -G -$M-,- ❑Not Applicable water source through cold a ice:., 3.;'r,3•%s1 •r;',*u M', 3- ;.,, :'"� "' , ;; water supply Pipe have a ,;� R, t s"�; :�demand recirculation water �'tw�:•t,: t"• if`n, Y "fay e. s stem.Pumps have controls ^that manage operation of the ' � .y-,r�,�,��',�i'L�t'�"-`'yam?�,e,'�"�,<.�``''"`�s�}'�.v�`-��.�-�•,',.�v'<��"', -. ;pump and limit the temperature 1---M', 'wf.� xz ;`ex,-�."y. .w•a>..Y " {•r '-,•ya- �w,tt aG.,r"i, ,�, , of the water entering the cold g t10451F. is # h' tM ��•,�..a.�'-'��r water piping#0 � ;��-� '��•'�� ;��;=��'��.'����� NBC4s-Y6Drai water heat recovery units 5 , N-a." 'g uComplies ,(E1131j� tested in accordance with CSA -` �xa,r' ta-,sr{;?Q k'y•- #,=. •,, Ztr❑D02S Not 655.1,Potable water-side ,zy= � .;.0,..:, . `r4r='t"r :,.... �aE', :� 5y .0" ":5.,-�:i'':^x%'{•C,i T�'-t'��x �'�:i�",',#^ :`X^ .;;fix b`i�",`3�s`a- � 7a L-;.a,'i;.k ti fr'„:, §._.< s'."i' '` ,^i,�s�"."s-" -x¢n?t';❑Not Observable �) r Y ressure loss of drain water heat `'w . .:t .-,.r �s;-„,fi<,-4f`;< x.r;h (recovery units<3 psi for fia = wL 3f =$ e$:=` "$` ❑Not Applicable x s7+`% e”}:="�r,"42' '.`sh Eo* Y. ✓h2.n' 'rx individu I unitszr ¢R .. ' 5 g- k a connected to one , faf+.f;.;.b�,''�v or two showers.Potable water- "�;�c= s: „` ;;'a, fi, ;, ='rk %..a;! fi,,$t�v„ .a a;;x�, �,,�` a 3�='-``..'`s;,S 'eY .�'fe`m.,nsa ''e.g�•� x-side pressure loss of drain water �, -' r r sir' heat recovery units 2 psi for P individual units connected to rY < a;a nxa� `three or more showers. « >.,_• =: M ' .'Tr v,r its z. f ;•-'>i-;r'x..;'T^,- 404.1 75%of lamps in permanent ;_g", r; €h- U-= % ;t §Ucomplies �i i� . `s.4 �i t.,,, £-"n•¢"`”5k rte:^'- �F16 1 fixtures or 75%of permanent ter -1W t<� ,• y Doe ( ] �_ �'`��:il-„'�� ',��;❑ s Not ;fixtures have high efficacy lamps. , Does not apply to low-voltage '}=rri ', ry`''' � _ =s % ❑Not Observable ��ED A/�C,y ;T.,� , , ' thyk, -y � ❑NotA Applicable �A 'fighting. �������a'���%��µ;;,���sw- � �s_e��.��°�� � '� s pp �� A.PASs (#F0$42:3�ij3�1:IA'N tr'2,Fnuo el gas lighting systems have , � � ; ❑Complies continuous pilot light. Does Not fv t ^s�' ix '�`"�;:,-�`xt:q�•.?�,s�.x.T 'ziz"+�r 3�.:'e:• s �G.><✓ �"^ ,E_.,-.Vit. 'k "-.�+'.. „%M���`~f�a��” �'`�� .;� `. n <;, �,. "�•�`��,. ;�--�x��,,,��❑Not Observab ,���: ,.,�#' "4s <`„' !'yy.ry��;,�':r..�sa nor” ".4t .s�••'"r�✓'�. ,.;,=;,�•, 's1"^; 5"'f F-' �.es � a�£,ac.� Not A� •".�4..'-a,C;,,"�.,5.� `'%::c.;p- a _fS:rS-'"-s^' .:,�-ti,xa°'�4s.s`�d''�. F=�C..�",y:r�;>n�.j•�°'f,i^ ��X'�,<�"y.-,yw' PP❑ licabl r 1,High-impact(Tier 1) ,21'Medium Impact(Tier 2) Low Impact( r 0231 & Project Title: 935 Alteration ipaR 3/20 Data filename: C:1Work\Residential\935 Southern Cross\Untitled2.rck age 8 of 9 ,e Atr4j1 yX-n'• e'}-.,:°.i"iy_„iw�h 1-,'^..,.'�:�`_f��r� ��,`..:;:f�:us - .)S J.�: n:✓'4: .r'•- ✓.�.^2",�<s _ _ ,€..;, �',"'�-��' �`s+`�,w*�;.r_ y=�:, _ <�.��s_�`� ,,x..�. _,. ,�>�"-�;"=Gtr"',,.- -='-`�m,%v:�y -,fi.�:�'-3';;"b s".M.;« ❑Does Not "�x`>?k"^[]Com lies Requirementuirement will be met.Compliance certifcate posted. M M�:p.��"*.�a'44d"�'rii,-�' `v�bs��;'o-,,��"'-Y':"'ia-i3� ��='��mow'"-�r'�"" �ti:'•y,t,-a�.,� , fSi �31'J�4a d+=- '`--yP .t'��h"Y.rn•klr girt`-t -r��'± -y`_'J Bryk -rlw'-.1-a.- a. .-- ❑Not Observable ., x;� ❑NotAppiicable mw a :,_ S..�i%ta,.�fn�ts Y x� '- Ci ti..,.... 3,03 e3; Manufacturer manuals for ` = "� 4 ........ ��� ��' �� ;° �r > {w �.�MNWr.�. ;., =❑Complies mechanicai and water heatin wg v=° �^= �'' � 'x' ❑Does Not _ '-'�.;systems have been provided. ;> 'MM;;N '�UNot Observable ?��.� �'�''}&`s ,x;; ;[]Not Applicable �i:�;S- s:�u.y��z:S„"�.T.ti4w%",he K.„,S�u�','�_+ i..k„�.k"}F x• w?I� Additional Cornrnents/Assurnpitions: D AFR? PASSgN T� 3 High Impact(Tier 1) °z��medium impact Grier 2) -3v pow impact ler ) Project Title: 935 Alteration - ( aqtV 20` Data filename: C:\Work\Residential\935 Southern Cross\tlntitled2.rck •OF � 'of 9� -- - ...--- - -------- ------ --------- ---- --- -- -'--' --- --- ---._...._- ----....---------- - ------- - - ---..__...-..._........----------.--- - - - _...- --- .. _.. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS t Floor �ddltlon/RenovatlonNailing schedule General Notes PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S ' SERVICE FOR USE SOLELY WITH RESPECT TO THIS f PROJECT AND THE ARCHITECT SHALL BE DEEMED FASTENER SCHEDULE FOR STRUCTURAL MEMBERS THE AUTHOR OF THESE DOCUMENTS AND SHALL t4 ELEVATION MARKER (REFER TO TABLE 8602.3(1) OF THE 2015 IRC W/2017 UNIFORM CODE SUPPLEMENT) RETAIN ALL COMMONLAW, STATUTORY AND OTHER `Y NO. &TYPE SPACING OF I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE DESCRIPTION OF BUILDING ELEMENTS PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH ELEVATION MARKER I OF FASTENER FASTENERS THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME.. ,� ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER �� DOCUMENTS SHALL NOT BE USED BY THE OWNER OR (SHEET AND NUMBER LOCATION) JOIST TO SILL OR GIRDER, TOE NAIL 3-06 - 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE IIOTHERS ON OTHER PROJECTS, FOR ADDITIONS TO - �� 2-Sd _ TOWN OR VILLAGE PRIOR TO STARTING WORK. f THIS PROJECT OR FOR COMPLETION OF THIS SECTION AND DETAIL 1"iARKER 1 X 6 SUBFLOOR OR LESS TO EA. JOIST, FACE NAIL 2 STAPLES 13ia" 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, PROJECT BY OR FOR OTHERS. (SHEET AND NUMBER LOCATION) aaom CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK 2" SUBFLOOR TO JOIST OR GIRDER BLIND AND FACE NAIL 2-166 PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. E a a 935 southern Cross Rd . C New York DETAIL MARKER 4. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE THE ARCHITECT IS NOT RESPONSIBLE FOR A4mm � PREVENTION-N.Y. STATE RESIDENTIAL CODE AND BUILDING CODE AND CONSTRUCTION MEANS, METHODS, TECHNIQUES OR (SHEET AND NUMBER LOCATION) SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d 16 O.G. ALL RULES AND REGULATIONS OF THE LOCAL JURISDICTION FOR SAFETY PRECAUTIONS IN CONNECTION WITH THE II e g e n d Abbreviations TOP OR SOLE PLATE TO STUD, END NAIL 2-16d 5. IF iN THE COURSE OF CONSTRUCTION A CONDITION EXITS WHICH a WORK. THE ARCHITECT IS NOT RESPONSIBLE FOR 113 G,(p Cj 2(0 1� 5� E 50,00 DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR ACTS, ERRORS OR OMISSIONS OF THE CONTRACTOR, - _ STUD TO SOLE PLATE, TOE NAIL 3-Sd OR 2-166 SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL To ITS SUBCONTRACTORS OR THEIR AGENTS OR - SINGLE POLE SWITCH A.C.T. ACOUSTICAL CEILING TILE FOLLOW THIS EMPLOYEES OR ANY OTHER PERSONS PERFORMING AFF. ABOVE FINISH FLOOR A55UME ALL RESPONSIBILITY` AND L AB!IL TYWARIS NG THEREFROM. tt t� 3 DOUBLE STUDS,FACE NAIL loci ' 00 - THREE WAY SWITCH BLK BLOCK 24 O.C. z ANY OF THE WORK. 18 BLK'G BLOCKING 6. ALL STRUCTURAL LUMBER TO BE DOUG=LAS FIR LARCH, NO. 2 ) 1 32 ¢ - FOUR WAY SWITCH CLG. CEILING DOUBLE TOP PLATES, FACE NAIL loci OR BETTER . E=1,600,000 AND Fb = 825 or GREATER G.T. CERAMIC TILE �. 8'-m"DIA. X PROP05ED32'XI6' I MC. CONCRETE SOLE PLATE TO JOIST OR BLOCKING, ATBRACED WALL PANEL 3-16d size Fb Modulus of Elasticlt 8'-la" DEEP IN-GROUND POOL 10.0 DUPLEX OUTLET CONT. CONTINUOUS 2" x 4" 1350 PSI, E 1,600,000 PSI. RETAIN STORM WATER RUNOFF qpp OV D AS NOTED ` LO GF1CJ. CONTROL JOINT DOUBLE TOP PLATES, MINIMUM 24" OFFSET OF END JOINTS, 8-16d 2" x 6" 11-10 PSI, E 1,600,000 PSI. PURSUANT TO CHAPTER 236 - DRYWELL I - GROUND FAULT INTERRUPT(42" AFF) ON. DOWN FACE NAIL IN LAPPED AREA 2" x 8" 1080 PSI, E 1,600,000 PSI. s DATE: P. `:'.•'. DIA. DIAMETER OF THE TOWN CODE. �. 6-m"DIA. X Dmt DRAWING BLOCKING BETWEEN J01575 OR RAFTERS TO TOP PLATE, TOE NAIL 3-8d 2" x 10" 1390 PSI, E 1,60o,0oo PSI. ;'.•.'...:2�,..;' • "••., ''� FEE: 3 �BY: 1 8'-0" DEEP " e - INCANDESCENT LIGHT FIXT.(AS PER.OWNER) EL. ELEVATION 2 x 12 90(d PSI, E 1,6ao,(dm0 PSI. :'. •, 3b, I NOTIFYBUILDING a1 DRYWELL EXIST. ExlsrlNG R OST TO TCP PLATE TOE NAIL 8d WP F.P. FIREPROOF ;$ L�'ARTMENT A - WATER PROOF INCANDESCENT LIGHT FiXT.(qS FIN. FINISWEDJ TOP PLATES LAPS AT CORNERS AND INTERSECTIONS,FACE NAIL 2-loci -i.WAALL HEADERS SHALL BE (2)2"X6" g 2"X4" WALLS d (3) 2"x6" g 2"x6" 765-1802 8 AM TO D4 F'", FOR THE T �. FOLLOWING INSPE vS: • G.C. GENERAL CONTRACTOR ISE. z I'"'' a GA. GAUGE U SS NOTED OTHERWISE. PER OWNER) 8. ALL HEADERS SHALL BEAR JN 4"X4" POST 9 2"X4" WALLS OR 4"X6" 1. FOUNDATION - TVA;) 'EQuiRED i II EACH EAl- POST -8 2X6 WALLS UNLESS NOTED OTHERWISE. FOR POURED CONCRETE GALV. GALVANIZED BUILT UP HEADER 2 PIECES WITH 1/2SPACER 16d RECESSED INCANDESCENT LIGHT FIXT.(FLAT GL- GLA55 GYP.BD. GYPSUM BOARD CONTINUED HEADER TWO PIECES 16ci S. FURNISH AND INSTALL SINGLE STATION SMOKE DETECTING ALARM 2. ROUGH - FRAMING & PLUMBING EXISTING (I) STORY CLC) HM. HOLLOW METAL DEVICE IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE. IF REQUIRED. HP. HIGH POINT 10. ALL WINDOWS SHALL BE WHITE PERMA-SHIELD WITH HIGH PERFORMANCE 3. INSULATION 4. FINAL - CONSTRUCTION O FRAME STRUCTURE - CLG.MNTD.(T5 CFM.MIN.)EXHAUST FAN)AS CEILING JOISTS TO TOP PLATE, TOE NAIL 3-Sd G ;: ',.` `' •.: ® JT. JOINT GLAZING AS MANUFACTURED BY ANDERSEN WINDOW WALLS OR EQUAL UNLESS NOTED MUST g PER OWNER LAV. LAVATORY CONTINUOUS HEADER TO STUD, TOE NAIL 4-Sd OTHERWISE. INCLUDE INSECT SCREENS AND JAMB EXTENDERS AS REQUIRED. BE COMPLETE F0 G.O. Of MAX. MAXIMUM ALL CON 'I' )°O m 10 - X - STRUC I �i� SHALL MEET THE , ',''• �:,`'• '';�: $ E II. ALL FLOOR JOISTS SHALL B= LATERALLY SUPPORTED BY BRIDGING O °� I ': �'��''• C F �� MiL. METAL G R tn' OJ! D r`' - ::. y. .' `. . F I .m EXTERIOR INCANDESCENT LIGHT FIXT.lAS PER BLoGKING I REQUIREMENTS OF THE C ;-.` OR cy �. „ MIN. MINIMUM CEILING JOISTS LAPS OVER PARTIONS, FACE NAIL _ INTERVALS Not EXCEEDING EIGHT FEET. ODES OF NEW i C 0 \� 3 106 N OWNER) M.O. MASONRY OPENING Iz. ALL FLASHING SHALL BE ALUMINUM. YORK STATE. NOT RESPONSIBLE FOR g 4 .3 N.I.C. NOT IN CONTRACT "HURRICANE CEILING JOISTS TO A A FAG NAI FAC 3-loci 13. ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WITHDESIGN OR CONSTRUCTION I PARALLEL LLEL E L, E NAIL L ERRORS. 481/0' Q _ NO. NUMBER - CLIPS. N•: ON T R O.G N GEN ER / _ List of Drawingsr <_. ,-:. . . . .. .:. . •,... •..,..,' 1DRAWINGS. 0 _ o�'G OPENING RAFTER TO PLATE, TOE NAIL 2-16d 4 DO NOT SCALE WRITTEN DIMENSIONS SUPERGEDE SCALED IM 0 ENSIGNS. -4 AT D ;1 r� PL E ti PL. a n 2-Sd �� N I Om I G G Y WITH ALL DES OF ':•E. � COMPLY CO � PLYWOOD Wo PLYWD. PL D 1 AC TO BRACE A. STUD AN PLATE,T FAC NAI ".1,�,,. �'`''.• D DPL E �� E L 5 3 1 DRAWINGS DR G AN SPECIFICATIONS D I IGATI PE ONS AS INSTRUMENTS OFS SERVICE A AN 2 STAPLES 1 4 ER E RE D 'r +•''•'";`.. - RAD. RADIUS 1=71G . NK A 1 Information Sheet •.•.,. . ;, ':,:•.,,.'�,•��,:,.� `.�'� SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT � NEW YORK STATE & TOWN CODES 1 X 6 SHEATHING TO EACH BEARING, FACE NAIL - 3 FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE (RED AND CONDITIONS F QUI , STRAW BAIL W/ '` REQ'D REQUIRED 2 8 O `'�••'� ` . ,..� : .`..'�•", x1sTING � A-2 Floor Plans STEEL 2 STAPLES 1 �4 AS REQU STS. USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT 5U5P.CLG. SUSPENDED CEILING SILT SCREEN SEE _::,`, ': <;:.' ;::: ';:;; : $ �p1A - Elevations Details " - BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE X q 3 EI t TDM. TOP OF MASONRY �t. .•• . •. •, 1 X 8 SHEATHING TO EACH BEARING, FACE NAIL 2 8d DETAIL =.'1 3 STAPLES 13/4" ARCHITECT. F„L I " '. ., 6,- DEEP T.OS. TOP OF STEEL 3-8d T I " 7YP. TYPICAL WIDER THAN 1" X 8" SHEATHING TO EACH BEARING,FACE NAIL 16. PATCH AS REQUIRED ALL 4REAS WHERE EXISTING HAS BEEN REMOVED $ IPIZ7U' 'I`,. !.aPil�i,�uBOn11 ,Efi HIND POOL UN.O. UNLESS NOTED OTHERWISE 4 STAPLES 13/4" AND/OR NEW WORK ABUTS EXISTING. WHERE EXISTING WALLS ARE REMOVED S - ;; ,, TEES V.G.T. VINYL COMPOSITION TILE 8'-o"DIA. X w1/ WITH BUILT UP CORNER STUDS loci OR NEW OPENINGS ARE CALLED FOR iN EXISTING WALLS, PRIOR TO 6-0" DEEP WD. WOO REMOVAL OF EXISTING WALLS, CEILING BEAMS, ROOF RAFTERS, ETC., ?:':: .,:; NILE .LAYER FOLLOW vw DRYWELL CP NOTE: L=SPAN LENGTH, H=SPAN HEIGHT BUILT UP GIRDERS AND BEAMS 2" LUMBER LAYERS loci 32"O.C.TOP AND 801TOr1 AND STAG. CONTRACTOR SHALL BRAGS EXISTING AS REQUIRED UNTIL NEW HEADER AS 2 NAILS AT ENP5 ANQ AT EA SPLICESPECIFIED IS INSTALLS=D. ":`:•:::'' THE WiND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES 2" PLANKS 1-1. ALL EXISTING ELECTRICAL 4 PLUMBING LINES ARE TO BE ABANDONED REMOVED THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE 2-I(od AT EA. BEARING ALL UTILITIES ARE TO BE NEW NO EXCEPTIONS OCCUPANCY OR �- DETAINING DEFLECTION LIMITS HEREIN. ROOF RAFTERS TO 'RIDGE,VALLEY OR HIP RAFTER, TOE NAIL 2-16d 18. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS FACE NAIL 3-166 SHALL BE "TECO CONNECTORS" OR EQUAL AND SHALL BE CAPABLE of USE IS UNLAWFUL I (REFER TO TABLE 8301.5 OF THE 2015 IRC W/2017 UNIFORM CODE SUPPLEMENT) RAS=TER TIES TO RAFTER FACE 3-Sd HANDLING LOADS 6 CONNECTION POINTS. INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND WITHOUT CERTIFICATE RECOMMENDATIONS. cJ = USE LIVE LOAD WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND WALL SHEATHING TOFRAMING,AND PARTICLE BOARD WALL SHEATHING TO FRAMING 113. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND z F OCCUPANCY " SPACING OF FASTENER ALL OPENINGS. 0 �� ',:�. •• ` :�. • � •` DESCRIPTION Of BUILDING MATERIAL DESC. OF FASTENER ATTICS WITH LIMITED STOTAGE 20 psf ra. PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD WITH EDGES i� .'`_" ,:.'��•`',`:`:.,.'.,':",:'�; EDGE INT.SUPPORTS gSOLID BLOCKED. ? ATTICS WITHOUT STORAGE 10 psf 5/16"-1/2" by COMMON NAILISLlBFLOORWALLJ 6 12ELECTRICAL ,..•:. BD COMMON NAIL(ROOF) 21. ALL DRYWALL SHALL BE (1�,G. NATIONAL GYPSUM Co. tie" THICK, rn TAPED AND SPACKLED THREE COATS. INSPECTION REQUIRED DECKS 40 psf 19/32"-I" 8D COMMON NAIL 6 12 22. ALL DRYWALL SHALL BE F'F:TIED AND PAINTED (2 FINISH GOATS). 23. ALL MOLDINGS AND TRIM S;-:ALL BE STAIN GRADE, AS SELECTED BY 1 3. EXTERIOR BALCONIES 60 psf1-1/8" - I-1/4" IOD COMMON NAIL OR 8D DEF.NAIL 6 12 OWNER, FIRE ESCAPES 40 psf 24. CARPETING SHALL BE SUPPLIED AND INSTALLED BY THE OWNER. PLUMBER CERTIFiCATIef� M'0 L 0 E M GUARDRAILS AND HANDRAILS 200 Ibs I OTHER WALL SHEATHING111/ ( OOFING NAIL 6D COM 25. OWNER SHALL SELECT ALL COLORS. ON LEAD CONTENT BEFORE REGULAR CELLULO5TIC FIBERBOARD 5HEATHING NAIL STAPLE INC AI LONG 3 6 26. ALL ELECTRICAL WORK SHALL BE BOARD CERTIFICATE OF OCCUPANCY GUARDRAILS IN-FILL COMPONENTS 50 Ibs 1 „ OF FIRE UNDERWRITER APP ROvED. INSTALL AS PER OWNER'S DIRECTION 11/=" REGULAR CELLULOSTIC FIBERBOARD SHEATHING 11/2 GALV.ROOFING NAIL Sp COM 3 6 ANY AND ALL INTERCOM, TEi"EPHONE, AND/OR TV ANTENNA WIRING IN SOLDER USED IN WATER NAIL STAPLE 16GA 11/2 LONG WALLS PRIOR TO INSTALLATION OF WALLBOARD. ALL TEMPERATURE PASSENGER VEHICLE GARAGES 50 psf , „ 1 SUPEl.YSYSTEI4/!CANNOT 25/32" REGULAR CE:LLULOSTIC FIBERBOARD SHEATHING 11/2 GALV.ROOFING NAIL 8D COM 3 6 CEILINGS. WIRING VERIFY SHALL OUTLET,RUN CH CONCEALED EALELIGHTING INWA LOCATIONS FLOORS, ANBD/OR � EXCEED 2110 OF 1% LEAD. APPROVED FILTER F WOOD OR METAL FENCE ROOMS OTHER THAN SLEEPING ROOMS 40 psf NAiL STAPLE 16GA 11/2 LONGAND HE MEETING NYS P05TS 1/2" GYPSUM SHEATHING e 111/2"GALV ROOFING NAIL 61)COM 8 OWNER PRIOR TO INSTALLATION. SPECIFICATIONS(3'-D"WIDE) SPACED B'-m"O.C. SLEEPING ROOMS 30 psf NAIL STAPLE GALV.11/2 ,11/4 SCREWS TYPE W OR S 21. ALL ITEMS REMOVED IN THE CONSTRUCTION SHALL REMAIN THE OWNERS PROPERTY ttttt : m (METAL FENCE POSTS P1/4"GALV.ROOFING NAIL SD COM 4 8 WITH THE EXCEPTION OF THE DEBRIS WHICH SHALL BE CARTED OFF THE SITE AND x 1 `� OR APPROVED EQUAL STAIRS 4osf 5/8 GYPSUM SHEATHING NAIL STAPLE GALV.151/8",15 °SCREW5 TYPE W OR 5 3 AREA OF TO BE INSTALLED IN . p LEGALLY DISPOSED OFJ A-1 SCALE: 1" - 20'-�" Z y DISTURBANCE ASPHALT PAVEMENT) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENTTO FRAMING 28. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE , MS OF 2 TONS PER SQ. FT. AND SHALL HAVE MINIMUM COVER OF 3'-6" OR AS NOTED. _ ALL-PLUMB( t z'xe�STAKES z (REFER TO TABLE 8301.7 OF THE 2015 IRC W/2017 UNIFORM CODE SUPPLEMENT) 3/4" AND LESS by DEFORMED NAIL OR 8p COMMON NAIL (0 213. ALL CONCRETE SHALL BE 3,500 PSI CONCRETE AT 28 DAYS- CONCRETE TO NG ASTE FLOW I ALLOWABLE AIR-ENTRAINMENT, PER R4022 -.--- - �ATERCINE�I7E�?T -- 5 MBAR(?YP) �s,�w � 12 HAVE 5 TO leo � '�` * . STRUCTURAL MEMBER -1/8" - I" 0 DEFORMED NAIL OR 8D COMMON NAIL (> 30. CONTRACTOR SHALL EXERCISE GOOD JUDGEMENT TO MINIMIZE DAMAGE TO EXISTING DEFLECTION 12 y I I AREAS (INCLUDING LAWN AND SHRUBS) AREAS DAMAGED DUE TO NEW CONSTRUCTION RAFTERS HAVING SLOPES GREATER THAN I II _ .......................... r }� WATER II11/411 - . ._ � ��I UJ T � ���IIN>� � �I N CRITERIA i�8 SD DEFOR'1ED NAIL OR IOD COMMON NAIL (o SHALL BE RESTORED TO THEIR ORIGINAL CONDITION.GRADING AROUND NEW 3 ON 12 UJiTH NO FINISHED CEILING L/180 12 CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. co `:,h --- - - - - ----- 1. RUNOFF COEFFICIENTS: ' ATTACHED TO RAFTERS 31. ARCHITECT HAS BEEN RETAINED FOR ON SITE INSPECTIONS AND/OR OBSERVATIONS PAVEMENT: 1.00 DIG b"WIDE AND "DEEP --- ---- FIRE SAFETY N0'7ES OF THE CONSTRUCTION. ---- ________--._____ TRENCH BURRY B TTOM r-m"of z INTERIOR UJALLS AND PARTITIONS N/18sa 1.00 FILTER FABRIC,TAMP IN PLACE 6° EXISTING UNDISTURBED PROVIDE FIRESTOPPING AT 6-0"AND AT CIELING JOISTS GREATER THAN 20'-m" 32. EXISTING CONDITIONS INDICATED WERE FROM FIELD MEASUREMENTS LANDSCAPE: 0.15 GROUND PROVIDE SMOKE DETECTORS IN EVERY BEDROOM AND AT EACH HALLWAY 33- BAULASTERS TO BE INSTALLED 50 THAT A SPHERE 4" or MORE IN DIA. CAN BE FLOORS AND PLASTERED CEILINGS L/360 PROVIDE FIRE RATED DOOR AT GARAGE,POOL STORAGE AND MECHANICAL ROOM PASSED THRU THEM. AS PER 8316.2 2. PROVIDE STORAGE FOR 211 RAINFALL = x .16" PER CU51C FOOT 3. 8'-011 DIA. DRYWELL CAPACITY: 4225 CUBIC FEET PER VERTICAL FOOT ALL OTHER STRUCTURAL MEMBERS L/24® REVISION / MARK DATE APPROVED FILTER STORM WATER DRAINAGE CALCULATIONS MEETING ELF GA IDIS(3'-0"WIDE WOOD 08 METAL FENCE Design and Code Inf o r m a t i o n M PROJECT EXTERIOR UJALLS WITH PLASTER OIR H/360 SPACED 8'-0"OL.(METAL STUCCO FINISH 935 Southern Cross Rd 1. REQUIRED STORAGE FOR ROOF AREA = 1,182 SF x 120 x Mo = 189.12 CU.FT. FENCE P05TS OR APPROVED I. BUILDING STRUCTURE NAS BEEN DESIG!!ED TO THE FOLLOWING BUILDING I " EQUAL TO BE INSTALLED IN a GORES: 2015 INTERNATIONAL RESIDENTIAL CODE,2nd PRINTING CutChOg ue, NY n 2. REQUIRED STORAGE FOR PAVING AREA = 5)42 SF x 1.00 x.16 = 838 CU.FT. 8 -(d O.G. ASPHALT PAVEMENT) EXTERIOR LUALLS - WIND LOADS WITH 838CU FT +189CU FT = 1021 CUBIC FEET/4225 : 24.3 VERTICAL FEET REQUIRED ITYP.) BRITTLE FINISHES L1240 2011 UNIFORM CODE SUPPLEMENT J 8'DEPTH + 8'pEPTH +81DEPTH = 24' PROVIDED a 2.ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE LOCAL BUILDING CODE. t EXTERIOR LUALLS - LUIND LOADS WITH L/120 3.VERIFY EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY ARCHITECT A OF ANY CONDITIONS WHICH DO NOT COMPLY WITH PLANS AND SPECIFICATIONS. DRAWING TITLE: • FLEXIBLE FINISHES Z o } STRUCTURAL DRAWINGS MUST BE COORDINATED WITH ARCHITECTURAL DRAWINGS ° Cover Sheet o o BY THE: CONTRACTOR '6 Plumbing Riser Diag. 4.CONTRACT DOCUMENTS SHALL NOT BE REPRODUCED FOR USE AS SHOP DRAWINGS. a 5.THE STRUGTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERI=CITED SILT FENCE RTL. AND STEEL MEMBERS ARE ERECTED,CONNECTIONS ARE COMPLETELY BOLTED # 2 D R WELDED AND INSPECTED,THE PLYWOOD DECK ATTACHED TO THE WOOD A< A-1 SCALE: NO SCALE FRAMING,AND THE CONCRETE FLOORS PLACED AND ATTAINS 15% OF 28-DAY SEA FILE NO. 3 STRENGTH. UNTIL SUCH TIME,TEMPORARY BRACING IS REQUIRED. THE �® AR�' DESIGN ADEQUACY OF TEMPORARY BRACING AND SHORING IS THE SOLE 2 ®� ANN A.DAs ' TF�0, PAGE NO: 1 OF 3 CONSTRUCTION IN RESIDENTIAL STRUCTURES NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, RESPONSIBILITY OF THE CONTRACTOR A" VTR 4" VTR T1 PRE-ENGINEERED WOOD CONSTRUCTION TIMBER b" dia. 6.FOR LOCATION OF MISCELLANEOUS ITEMS (OPENINGS,BENT PLATES, IN5ER75, ' -J L (IN ACCORDANCE WITH TITLE 19 NYCRR PART 1265) Vaterials Legend ETC.) AFFECTING STRUCTURAL WORK,SEE ARCHITECTURAL,MECHANICAL, DWG NO. ) 1 Bath 3 PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY)Bath 2 PLUMBING AND ELECTRICAL DRAWINGS 311 ❑ NEW RESIDENCE STRUCTURE 1 RE �31 to �� _ 2 2 STRUCTURAL DESIGN LOADS: LOCAL QUIREMENTS: • / . 22 AL IEARTH �� � GLASS POURED CONCRETE 3u " ❑ ADDITION TO EXISTING RESIDENTIAL STRUCTURE ALUMINUM Reflective 2015 INTERNATIONAL RESIDENTIAL CODE, 2nd PRINTING --- ASPHALT SHINGLES / ■ REHABILITATION TO EXISTING RESIDENTIAL STRUCTURE Ukilte 2017 UNIFORM CODE SUPPLEMENT i 2" 2" 3" 2" 2" 3" 2" ROOF LOADS:TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT ARCHITE n GRAVEL STEEL BRiCK FINISHED WOOD LAV. LAV. KIT HEN PROPERTY REFERENCE ABOVE WILL UTILIZE ROOF DEAD LOAD: 15 PSF c c STUCCO FINISH W W (CHECK EACH APPLICABLE LINE) Reflective a V V e Red Pantone GROUND SNOW LOAD: 45 PSF SLOPE . Martin A. P ante 7, iUB v ❑ TRUSS TYPE CONSTRUCTION(TT) px� ION BATT CONCRETE ROUGH WOOD 5H R ® PRE-ENGINEERED WOOD CONSTRUCTION(PW) WIND LOADS: 120 mph Architect c itoct RIGID 1N5UALAT INSULATION BLOCK ❑ TIMBER CONSTRUCTION(TC) 3 SECOND GUST WIND SPEED: 110 MPH First Floor stroke I = 1.0 Lic. NY NJ CT PA VA MD DE KT WV IL NV IN TABLE 8301.2 (1) NT$ 2" ! 4" 2° 4" IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE) EXPOSURE: B ' ❑ FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS(F) SEISMIC LOADS: C :V CLIMATIC AND GEOGRAPHIC DESIGN CRITERIAc.o. El ROOF FRAMING(R) SITE = C Fa= 1.48 F 2.0 _ G.O.I• Floor Framing,Including 1 = 0 _ TO PROPOSED APPROVED SAN.SYS. - J- 411 ® FLOOR FRAMING AND ROOF FRAMING(FR) F Girders and Beams R = 6 Smg Be 9 5 ml •409 • Architecture GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM Ice Barrier Winter Flood Air Note: p 5 s= •40 9 5 1 = 20 9 • Planning SNOW SPECIAL WIND DESIGN Underlayment One 1 Truss-Sign to be Located Either at the Electrical Meter or R Roof Framing LOAD SPEED TOPOGRAPHIC W WIND-BORNE CATEGORY Frost Line Design Hazards Freezing O g BEARING WALL WITH WOOD SHEAR WALLS WIND EXPOSURE Weathering Required Next to the Front Door,No More than 12"From the Latch Side. • Interior Design id i e 0111 e 0 S (mph) EFFECTS REGION CATEGORY DEBRIS ZONE Depth Termite Temp Index Truss-Sign to be Located Not Less Than 42"Nor More Than 60" FR Floor and Roof Framing EQUIVALENT LATERAL FORGE PROCEDURE 9 140 Vult MODERATE 15,TABLE DIOI VALLEYS 4 FEMA Above the Adjoining Walking Surface. 8.THESE PLANS COMPLY WITH THE RESIDENTIAL CODE OF NEW YORK STATE (2010 EDITION) 178 Bayview orthport, New York 1 1768 30 PSF NO NO B NO EXEMPT SEVERE 3 FEET 1500 Phone: (631) 747 Ave.,X1114 Fax (631)532-1315 108 Vasd TO HEAVY (NY,KENNEDY) PERIMETERS IF REQ. E-Mail: martyp@jmparchitects.com :1 SECTION R310 'jR THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS (2015 International Residential Code 2nd Ed.) (REFER TO TABLE R602.3(1)OF THE 2015 PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S EMERGENCY ESCAPE AND RESCUE OPENINGS NAILING SCHEDULE A International Residential Code 2nd Ed.) SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND THE ARCHITECT SHALL BE DEEMED 8310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. JOIST DESCRIPTION NUMBER OF b� THE AUTHOR OF THESE DOCUMENTS AND SHALL BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM COMMON NAILS NAIL SPACING RETAIN ALL COF THESE D STATUTORY AND OTHER SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY PROVIDE SMOKE 4 CARBON MONOXIDE ESCAPE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE � RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE DETECTORS AS PER NEW YORK STATE SLEEPING ROOM, AN EMERGENCY ESCAPE AND RESCUE OPENING ROOF & CEILING FRAMING ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER CODE $ h1 SHALL BE REQUIRED IN EACH SLEEPING ROOM. EMERGENCY RAFTER TO TOP PLATE (TOE-NAILED) 3-1001 Common PER RAFTER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO PUBLIC WAY, OR TO A YARD OR COURT THAT OPENS TO A CEILING J018T TO TOP PLATE (TOE-NAILED) 3-Sd Common PER J015T THIS PROJECT OR FOR COMPLETION OF THIS PUBLIC WAY. PROJECT BY OR FOR OTHERS. CEILING JOISTS TO PARALLEL RAFTER (FACE-NAILED) 6-Iiod Common EACH LAP 8310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL NEW 6'-0" SLIDER IN NEW 5'-0" SLIDER IN DEVICES. EXISTING OPENING S, ' CEILING J015T LAPS OVER PARTITIONS (FACE-NAILED) 3-Sd Common EACH LAP THE ARCHITECT IS NOT RESPONSIBLE FOR ( ) EXISTING OPENING EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROVIDE 554" TYPE 'X' GYP. ��---_ "- OP RATIO DOLS FROM SPECIAL KNOF THE OO WIT OOPEN NGUSE COLLAR TIE TO RAFTER (FACE-NAILED) 3-10d Common EACH END BOARD ON ALL WALLS ADJACENT TO 2 X12 HEADER 2 X12 HEADER FOR SAFETY PRECAUTIONS IN CONNECTION WITH THE EXISTING CONTROL DEVICES COMPLYING WITH ASTM F 2090 SHALL BE BLOCKING TO RAFTER (TOE-NAILED) 3-Sd Common EACH END WORK. THE ARCHITECT IS NOT RESPONSIBLE FOR HABITABLE SPACE FIRE CAULK ALL FIREPLACE 50GFM E PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED ACTS, ERRORS OR OMISSIONS OF THE CONTRACTOR, OPENINGS PROVIDE AIR TIGHT EXHAUST FAN F EMERGENCY ESCAPE AND RESCUE OPENING. RIM BOARD To RAFTER (END-NAILED) 2-16d Common PER RAFTER ITS SUBCONTRACTORS OR THEIR AGENTS OR NEW 8'-0"XT-0" CH CONSTRUGrtION 7 0 FiNAL CABINET „ R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS. WALL FRAMING EMPLOYEES OR ANY OTHER PERSONS PERFORMING cq DOOR 3 -9 11 3 1/2 EMERGENCY ESCAPE AND RESCUE OPENINGS SHALANY OF THE WORK. L HAVE TOP PLATE TO TOP PLATE IFAGE-NAILED) 2-1601 Common 16" o.c. CABINET SUPPLIER MINIMUM DIMENSIONS AS SPECIFIED IN THiS SECTION. VENT NEW STOVE G7 � TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-1601 Common JOISTS-EACH SIDE 8310.2.1 MINIMUM OPENING AREA. ; Elvis �r� TO EXTERIOR 13X15 r�� ®® G R - ��S it ��'r ®� EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL A NET STUD TO STUD (FACE-NAILED) 2-lbci Common 24" o.c. - - CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE NET ALL FLOOR FINISHES AS Q '- ALL FLOOR FINISHES .4S CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL HEADER TO HEADER (FACE-NAILED) Ibd Common 16" o.c.ALONG EDGES C) �� PER OWNER cxe PER OWNER BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY TOP OR BOTTOM PLATE TO STUD (ENp-NAILED) 2-1601 Common PER STUD ° Q ESCAPE AND RESCUE OPENING FROM THE INSIDE. THE NET eo ��� - RE-ROUTE PLUMBING n CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24" INCHES BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, ENDJOIST PER FORT 20'-6 ° O m 8 AS SHOWN TO NEW AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. OR BLOCKING (FACE-NAILED) 2-1601 Common „ I _ X 6 FIXTURE LOG. EXCEPTION: GRADE FLOOR OR BELOW GRADE: OPENINGS 3 25'-8 1/2 lo'-0 1/2 I m SHALL HAVE A NET CLEAR OPENINGS OF NOT LESS THAN 5 FLOOR FRAMING _ SQUARE FEET. JOIST TO SILL, TOP PLATE OR GiRDER (TOE-NAILED) 4-6ol Common PER JOIST REF. -6" �� �� 3 �� 8310.2.2 WINDOW SILL HEIGHT (2)1.25 X 14 MICRO LAM GIRDER WI(2) �8 X14 STEEL PLATE BRIDGING TO JOIST (TOE-NAILED) 2-Sd Common EACH ENp WHERE: A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND (2)2"X4" POST UPSET PROVIDE 'TECO' FASTENERS FOR ALL EXISTING GLG JOISTS (2)2"X4 POST O Q � RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE BRIDGING TO JOIST (TOE-NAILED) 2-8d Common EACH END W r THAN 44 INCHES ABOVE: THE FLOOR, WHERE THE SILL HEIGHT IS SOLID TO GIRD - SOLID TO GIRDER O BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-1601 Common EACH BLOCK 0 NEW 8-0 X t -0 OH - - 0 - �� OO m `" BELOW GRADE, IT SHALL BE PROVIDED WITH A WINDOW WELL IN csJ DOOR BELOW N X BELOW MARBLE 2mX 6 X ACCORDANCE WITH SECTION 8310.2.3. LEDGER STRIP TO BEAM (FACE-NAILED) , SADDLE 3-1601 Common EACH J015T SHELVING Braced Wall Panel Legend: J016T ON LEDGER To BEAM (TOE-NAILED) 3-Sd Common PER JOIST 48" SLICER BAND JOiST TO JOIST (END-NAILED) 3-1601 Common PER JOIST 8'-9" 20'-8" ° " 13'_3 I/2" 5 _0 = Indicates Spacing Between y Braced Wall Lines BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) to W 2-1601 Common PER FOOT d) W O adroom T - = Indicates Braced Wall Lines ROOF SHEATHING MIN. 6" SEPZ �n ALL FLOOR FINISHES A _ _ _ _ STRUCTURAL PANELS (SEE SHEARWALL ISOMETRIC DETAIL) W d DOWN ' PER OWNER = Indicates Braced Wall Panel m 2" 12"HEADER PROVIDE MIN. ERM. TILE INTERIOR ZONE ad Common 12 o.c. 2"X12"HEADER 2"X12"HE D 6'-S" HEAD TW21 210 TW21 2.10 TW2 ZI CLEARANCE 5OCFM B.W.P. = Braced Wall Panel PERIMETER ZONE ad Common 6" O.C. ' 0-1 ;- F EXHAUST FAN 0 -1" 9'-8 1/2" 9'-8 1/2" 4 - _ DOTTED LINES GABLE WALL EDGE ZONE ad Common 4" o.c. - Fastening Requirements on U 2T-11" N �-REPRESENT WALLS TO CEILING SHEATHING � �6 � _ Braced Wall Panels as per 0X68 BE REMOVED Table 8602.10.4 of the 2015 I.R.C. GYPSUM WALLBOARD 5D COOLERS 7" EDGE / 10" FIELD 'In +6e m WALL SHEATHING 2 X12 HEADER 2 X12 HEADER Method CS-WSP: LEGEND ND As per Table R602.3(3)Exterior Sheathing Attached with ed STRUCTURAL PANELS 1' g ad Common roEDGE / 12 FIELD TW3r046 �� ���� Common Nails (0.131" Shank x 25" Lon )at 6"o.c.at the Edge and TW3046 TW3046 TW3iD46 12 oz.in the Field. g g GARAGE DOOR PORTAL OPENINGS Ed Common 3"oc into all Framing V �a Covered Porch Interior Gypsum Board Attached as per Table 86023(1)with 1-1/2" j� Galvanized Roofin Nails or 1-5/8" Screws Type W or S at 7" oz.at GYPSUM WALL BOARD 5D Coolers I" EDGE /7" FIELD X11 V NEW CONSTRUCTION pt MASONRY PATiO MATERIAL' the Edge and In the Field.(See Figures R6m2.108(U and ) 61 AS SELECTED BY OWNER R602.10B(2)on Sheet A-3) FLOOR SHEATHING (SUBFLOOR) MetEXIST. CONSTRUCTION Not Use GB: STRUCTURAL PANELS Not Used 1" OR LESS ad Common b" EDGE / 12" FIELD (2)125" X 14" MICRO LAM GIRDER (2)1.25" X 14" MICRO LAM GIRDER r� GREATER THAN I" lod Common 6" EDGE / 6" FIELD EXIST.CONSTRUCTION to be REMOVED First Floor Level Braced Wall Panel Calculation - - ---------- _ -- '-0' ' 0 I5'-9 1/2" '-0' -0' 20'_13 1/2" '_0, Schedule as per 2015 IRC, Section 602.10 MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS Braced Wall Line code n p � � t Section A D (REFER TO TABLE R301.5 OF THE 2015 International Residential Code 2nd Ed.) Prop./Exist First Floor gracing Method 60204 F CS-W5P CS-WSP CS-WSP CS-WSP USE LIVE LOAD DEAD LOAD Min. Panel Length 60205 24" 24" 24" 24" ; A-2 SCALE: 1/4'=1''-0" Braced Wall Line Spacing Pia 11 17 18 IS' UNINHABITABLE ATTICS WITHOUT STORAGE 10 psf 10 psf UNINHABITABLE ATTICS WITH STOTAGE gra sF 10 sf Required Bracing Length 602.103cu 5' 5' 5' S' p p Wind Adjustment Factors table Wind HABITABLE ATTICS 4 ATTICS W/ FIXED STAIRS 30 psf 10 psf 1.Exposure Category 'B' 1.00 1.00 1.00 1.00 BALCONIES (EXTERIOR) AND DECKS 40 psf 10 per 1'-9]1/2' 2.Roof Eave to Ridge Hgt. 1.00 1.00 1.00 1.00 FIRE ESCAPES 40 psf lm per 3.Wall Height CS') 90 .90 .90 `30 GUARDS AND HANDRAILS 200 lbs 4.Number of BWL per Direction 1.00 1.00 1.00 1.00 _ GUARDS IN-FILL COMPONENTS 50 lbs `4 8" GONG. BLOC 5.Additional Hlolddowns n/a n/a n/a n/a FILLED SOLID 6.Gypsum Omitted n/a n/a n/a n/a PASSENGER VEHICLE GARAGES 50 psF as per plan DOWELED INTO Z t 1.Gypsum 5d.Fastening n/a n/a n/a n/a - -- --- - - - -- - --- ---- ------- Average - - Q 0 yp g ROOMS OTHER THAN SLEEPING ROOMS 4m psF 1(D psF EXISTING FLOOR _ � SLAB I I "�I Average Adjustment Factor 975 .975 .975 .975 SLEEPING ROOMS 30 psf lm psf _ pr ------- -- - --- O O O o STAIRS 40 psF ID psf �r �r Adjusted Braced Wall Length 5' S' S' 5' REVISION / MARK DATE O O W U_ ROOF LOADING (LIVE = GROUND SNOW LOAD 10 psf For Braced Length Provided 5' 5' 5' 5' attic REMOVE PORTION OF _ u- u- 0 X Compliance (Pass/Fail) Pass Pass Pass Pass ADJUSTMENTS AS PER TABLE 8301.5 OF THE 30 psf 15 psf For PROJECT RESIDENTIAL CODE OF NEW YORK STAE) FOUNDATION WALL TO W co k cath ALLOW GARAGE SLAB TO I I ?I z 935 Southern Cross Rd EXTEND AT DOOR - CONCRETE NOTES : Cutchogue, NY x Assumed soil to be sand or gravel, with minimum traces of dry clay, with minimum bearing capacity ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS of I ton/sct.ft. REFER TO TABLE R301.7 OF THE 2015 International Residential Code 2nd Ed.) DRAWING TITLE: EXISTING GIRDER (NO CHANGE) Concrete to be plain, reinforced, minimum 3,500 Floor Plans ALLOWAIB�s•1., 28 day test, predicated on the above soil STRUCTURAL MEMBER DEFLECTION DEFLECTION assumption. If other soils are encountered, lower RAFTERS HAVING SLOPES GREATER THAN 3 ON 12 WITH FINISHED bearing values are to be assumed and the L/180 2"XS"SLEEPERS 16"O.C. foundation must be redesigned. CEILING NOT ATTACHED TO RAFTERS W/R-21 BATT INSUL. z z INTERIOR WALLS AND PARTITIONS H/180 - urt i- - - Z All footings are to rest on vlrgln, undisturbed Soil. 0 o I- - o TABLE 8401.41 FLOORS L/360 1 SEAL FILE NO. F- - - -{ (2015 International Residential Code,2nd Printing) CEILINGS WITH BRITTLE FINISHES (INCLUDING PLASTER AND ���ED-App' 8 CONC. BLOCK, TO - QC u t W FILL IN EXISTING: GARAGE O z I- - - -I z PRESUMPTIVE LOAD-BEARING VALUES OF STUCCO) L/360 ®� K% A.-PAs ON DOOR O '- FOUNDATION MATERIALS a �� PAGE NO: 2 OF 3 DOOR OPENING - „ I - CEILINGS WITH FLEXIBLE FINISHES (INCLUDING GYPSUM BOARD) L/240 } LOAD-BEARING PRESSURE I X CLASS OF MATERIAL ALL OTHER STRUCTURAL MEMBERS L/240 i (Pounds per square foot) EXTERIOR WALLS - WIND LOADSa with PLASTER OR STUCCO DWG N0. z O Crystalline Bedock 12,000 FINISH H/360 ) � ;- m W LL fm t � o2319A X Sedimentary and Foliated Rock 4,000 EXTERIOR WALLS - WIND LOADSa with OTHER BRITTLE FINISHES H/240 ;? �0 W z 0O Sandy Gravel and/ or Gravel EXTERIOR WALLS - WIND LOADS a with FLEXIBLE: FINISHES }}/24m`� Al (GW and GP) 3,000 e ARCHITEC LINTELS SUPPORTING MASONRY VENEER WALLS L/600 M a rt i n A. P a s s a n to Sand, Silty Sand, Clayey Sand, NOTE: L=SPAN LENGTH, H=SPAN HEIGHT Silty Gravel and Clayey Gravel 2,000 a. For the purpose of the determining deflection limits herein, the wind load shall be permitted Architect 2 Pro ./sexist Fdn./Basment Plan (SW, SP, 5M, 5C, GM and GC) to be taken as 0.7 times the component and cladding (ABD) loads obtained from Table V A-2 SCALE: 1/4'-1' 0" Clay, Sandy Clay, Silty Clay, 8301.22 (2). Lic. NY NJ CT PA VA MD DE KT WV IL NV IN In. For cantilever members, L shall be taken as twice the length of the cantilever. ' ' ' > S" 42'-7 1/2" S" Clayey Silt, Silt and Sandy Slit 1,500 b c. For aluminum structural members or panels used in roofs or walls or sunroom additions or patio lCl,ML,MH and GH) covers,not supporting edge of glass or sandwich plates,the total deflection shall not 8" X 42" DEEP TRENCH a. When loll tests are required by section 8401,4, the allowable exceed 1-/60. For continuous aluminum structural members supporting edge of glass, the total deflection shall not exceed L/115 for each glass lite or L/60 for the entire length of the • Architecture FOOTING AT PATiO EDGE bearing capacities of the soil shall be part of the member,whichever is more stringent. For sandwich panels used in roofs or walls of sunroom Planning core'7nd�tic9nds additions or patio covers, the total load deflection shall not exceed L/120. S • g b. ere he ui Ing official determines that in-place soils with an allowable bearing capacity of less than 1,500 psf are likely d. Deflection for exterior walls with interior gypsum bd. Finish shall be limited Loan allowable • Interior Design to be present at the site, the allowable bearing capacity shall deflection of P/180. 0 178 Bayview Ave., Northport, New York 11768 be determined by a soils investigation. e. Refer to section 8103.8.2. ; Phone: (631) 747-1114 Fax (631)532-1315 E-Mail: martyp@jmparchitects.com -—---------------------------------------------------------------------------- ---------------------------------------- ------------------------------------------------------------------------------------ --------------------------- --------------- ----------------------------------------------- --------------------------------- ----------------------------------------------------------------------------------- ------------------------------ ---------------------------- ----------------------- ---------------------- —------------------------------------------------------------------------------------------- -------------------------- ROOF CONSTRUCTION THE DRAWINGS, SPECIFICATIONS AND OTHER 345#ASPHALT/F15ERGLASS, ROOFING RIDGE VENT DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS SHINGLES ON ICE SHIELD (ENTIRE PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS SPLICING OF THE PLATE ON Nall EXTERIOR GRADE PLYWOOD I"X AZAK AS PER PROJECT AND THE ARCHITECT SHALL BE DEEMED SHEATHING ON 2" X 10" RAFTERS ,6 Irbil O.C. 1111 DIMENSIONS TOP PLATE THE AUTHOR OF THESE DOCUMENTS AND SHALL 13" IR-30 BATT INSULATION SPLICE LENGTH RETAIN ALL COMMONLAW, STATUTORY AND OTHER TOP PLATE SPLICE TOP PLATE SPLICE RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER ---------- - .__-- -- -------------- ------ ------ REQUIEFZ'lENT5 FOR LUINT) REQUIER�IENTE,FOR WIND - EXPOSURES 54C- ONE STORY EXPOSURES 54C- ONE ALL A DOCUMENTS SHALL NOT BE USED BY THE OWNER OR - ------ --- ---------- --------------- OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO ---------- - ------............. SLA5 ON GRADE -------------- --—------ ....... OTHER CASES ------------ -------- ..........7 THIS PROJECT OR FOR COMPLETION OF THIS —---------- - - -------------- BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE ----------- --- ---- ------- ---------- PROJECT BY OR FOR OTHERS. .... ...... DIMENSION(FT.) LENGTH(FTJ PIMN61ON(FT.) LENGTH(FT.) - ------------- ------ — -------------- ----------------- ------- -011 12t-011 12'-0 2'-011 THE ARCHITECT IS NOT RESPONSIBLE FOR ol CONSTRUCTION MEANS, METHODS, TECHNIQUES OR I( _Oil 31 41-011 -Ott --------------- ----------- --------- FOR SAFETY PRECAUTIONS IN CONNECTION WITH THE -- ----------- -------- F,1_011 201-011 ------ 20'-0" 41-011 WORK. THE ARCHITECT IS NOT RESPONSIBLE FOR —----- ----- ACTS, ERRORS OR OMISSIONS OF THE CONTRACTOR, -oil 24'-0" 241-oll 41-011 ITS SUBCONTRACTORS OR THEIR AGENTS OR ., EMPLOYEES OR ANY OTHER PERSONS PERFORMING WALL CONSTRUCTION 1. TA5ULATED SPLICE LENGTHS ASSUME TOP at ANY OF THE WORK. -011 PLATE-TO-TOP-PLATE CONNECTIONS USING 2-106 NAILS PER 32'-0'' 32'-0" -oil FOOT, FOR SHORTER SPLICE LENGTHS, THE NAIL SPACING - ---------- gFO2i ---------------------- ......- el-oll IMPRESSIONS) ON V RIGID SHALL 5E REDUCED IN ORDER TO PROVIDE AN EQUIVALENT 3(ol-011 ------------------------------------ ---------- NUM5ER OF NAILS ------------------------------------- ----- VINYL SIDING (CEDAR ..... ------ INSULATION ON 'TYVEK' HOU6E 7:::] ---------- ----------------- 40'-0' 401-011 ROUGH OPENING FRAMING ---- ------------------------------------------- ----------------- -------------- ------------ 2. TABULATED SPLICE LENGTHS ASSUME A 5UILDING LOCATED ---------- Oil REQUIREMENTS FOR WINDOW IN EXPOSURE 5 501-01, 13 - HE GRADE PLYWOOD SHEATHING ----------------- OPENING WRAP ON 1/2" EXTERIOR L-11-I--, - — ------- - - ---------------- ON 2" X 4" WD STUDS 6 im-r-LLIJ] 2. TABULATED SPLICE LENGTHS ARE BASED ON 0 FOOT WALL 601-01, I&I-011 601-011 121-011 (IN ACCORDANCE UJITH WOOD O.C. W1 4" IR-15 BATT HEIGHTS FOR OTHER HEIGHTS, W THE TABULATED UNIT -lot-otl 19'_(d" -I0 1 Oil FRAME CONSTRUCTION MANUAL L_ j ............. LATERAL LOADS SHALL BE MULTIPLIED BY H/5 - 14'-0' 2001 E�)ITION) INSULATION I 4. TOP PLATES SHALL 5E A MINIMUM OF STUD GRADE 501-011 22'-0'' aol-oll NOTATION MATERIAL ROUGH A D rz F- ; 911 CONC. BLOCK FILLED SOLID 12"X12" FIBERGLASS 8" X 42" DEEP TRENCH 41-011 4 (1) 211x4li 2 2 2 2 LOAD BEARING COLUMN Prop./Exist Front Elevation P0071NG AT PATIO EDGE (2) 2"x4" or DOWELED INTO ( I NEW CONTINUOUS 0 -011 to (1) 2"xb" 3 3 3 3 SCALE: 114'=T-O' EXISTING FLOOR RIDGE VENT PROPOSED RAFTERS (2) 211x4" or 3 3 3 3 SLAB (1) 2"x6" C620 STRAPPING 5'1': NEW RIDGE NAILING & STRAPPING @ EXTERIOR WINDOW 'SIMPSON STRONG TIE' 101-01, 10 (2) 2"x6" 4 4 4 4 ROOF (2) 2" X 4" TOP PLATE 1 1 1 1 STRONG TIE' -s 16" O.C.- DOOR HEADER MT512 5"r: 'SIMPSON RAFTERS @ 16" OR APPROVED EQUAL NEW ASPHALT ROOF Oil 12 (2) 2"x(o" 4 5 4 5 SHINGLES over 30* o.c. OR APPROVED BUILDING FELT atop EQUAL (TYPICAL) 1/2" PLYWOOD A-NUMBER OF M NAILS a EA ENE)OF STRAPPING5(TABLE 3.1,P.151) 560 lbs SHEATHING 4(TABLE 6A P. (310 A NEW ROOF 3 5-NUMBER OF SILL STUDS(ON FLAT)(DOES NOT APPLY To DOORS) (TABLE 3238,P.1133) Plate 1`7t. RAFTERS 6 16" o.c. C-NUMBER OF FULL HEIGHT KING STUDS 6 EA.SIDE OF HEADER v-1" AFF. I L CEILING c (TABLE 3130,P.193) JOISTS e I(oll 1-192. STRAP SIMPSON 0 D-NUMBER OF 16d NAILS.END-NAILED THROUGH ADJACENT KING STUD C) H2A STRAP B.C. Header C.C. a TO END OF HEADER EA.SIDE(TABLE 3.1,P.151)4(TABLE 6A P.316) IF- T-0 1/2" A.F.F. E-NUMBER OF JACK STUDS 6 EA.END OF HEADERS(TABLE 322F,P191) ASSUME DBL.HDR. 5C(o POST CAP COVERED I I I SIMPSON H2A F-NUMBER Or Ibd NAILS END-NAILED THOUGH ADJACENT JACK STUDS SIMPSON H3 5TRAF BY 'SIMPSON PORCH 0 END OF SILL(S) SIMPSON Na STRAP R e EA.SIDE(DOES NOT APPLY To DOORS)(TABLE 3,0,P.151) 1 1 ( s RIDGE SECTION DETAIL LOAD BEARING NOTE; ('_6 ALT./HURRICANE STRAP DETAIL 4(TABLE&A PAGE 316) FIBERGLASS 1 PROVIDE 14-106 �-3 SCALE: NO SCALE COLUMN I I NAILS THRU MT512 �-3 SCALE: NO SCALE CLIP 7 COLUMN DTL. �-3 SCALE: NO SCALE NEW 51DING AS SELECTED EXIST. CHIMNEY ........... ------- .... .......... BY OWNER INSTALLED ON EXIST. CHIMNEY EXISTING WALL CONSTR. -------------- ---------- ---------- ---------------------------- ROOF CONSTRUCT --------- C ------ --------------_----------- ------------ 345" ASPHALT/FIBERGLASS ROOFING ...... -- ---------- ------ ------------------------------------------ ----------------------- --------------------------------------------------------- SHINGLES ON ICE SHIELD (ENTIRE ROOF) ON Nall EXTERIOR GRADE PLYWOOD ------------------------ ... - -- ------- SHEATHING ON 2" X 10" RAFTERS Q 16" O.C. W/ .. ----- �A 9" R-30 BATT INSULATION 2"X8"RAFTER5 RUN UP ---------------- - - - - -... ----------- .......... ------ - -- --------------------- -------- ------------------- ---------- -------------- ----------- ------------------ ON EXISTING ROOF MIN. 31/2/IFT PITCH ............................. ............... --------------------------------------------------------------------------------- --------------------------- --------------- -- ---------------------------- ---------------------- ............... .......... .................. NEW SIDING ASSELECTEID 12"X12" FIBERGLASS 12"X12" FIBERGLASS BY OWNER INSTALLED ON ---------------------- -- -- --------------- ---------------------------- LOAD BEARING COLUMN LOAD BEARING COLUMN EXISTING WALL CONSTR. ---------------- ..............-- --------- ............. �7 ............ REMOVEPORTION OF—`/ NEW 8'-0`X1'-0" OP ----------- -- ------ -------- ------------------------------ -------------------------------- FOUNDATION WALL TO DOOR Oil X 42" DEEP TRENCH NEW (2)2"X3` MICRO NEW 6'..011 ALLOW GARAGE 6LA5 TO FOOTING AT PATIO EDGE LAM HEADER i`X4" AZAK TRIM SLIDER IN EXTEND AT DOOR L L NEW 0:1ENING PROVIDE PARGING REVISION MARK DATE OVER EXISTING Prop./Exist Side Elevation PROJECT CONC. WALL SCALE: 114'=T-O' 935 Southern Cross Rd A I Cutchoue, NY g Prop./E 3 xist Side Elevation �-3 SCALE: 114"=1'-0* NOTE: DRAWING TITLE: SHEATHING AS PART OF SHEARWALL SEGMENT (SW.5), ---- --------- 'Ij WHERE NOTED ON FLOOR PLAN, SHALL BE CONTINUOUS Elevations & Details ------- FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED --------------- -- ------- AT JOINTS. ad COMMON NAILS -s 6"o.c. EDGE 4 FIELD --------- ----------------------- 17- ---------------- ................ ------------------------------ ...... ....... - ---------------........... ------------ --------------- -------- ................ ---------- ------- ...... 2. HOLD DOWNS REQUIRED AT ALL 4 CORNERS OF ---------------------- EXIST. CHIMNEY!;;,- STRUCTURIE UNLIE.58 OTHERWISE NOTED. - -------- -------- --------- 3. SEE CONSTRUCTION DETAIL (NAILING AND _r r - --- --------- -------------- ----------- ..... —---------- --------------- - ----------- - --- --------- -- ------- -- -------- ------------ ------------ 4'-011 T. F. Tg -- ----- PA ------------ .......... ----------- --- -------- - s. PACE NO: PLYWOOD SHEATHING Od COMMON NAILS e 3 OF 3 ---------- ------- o.r-. EDGE 4 ;=IELD -- ---------- ------ ----- ---------- ........... DWG NO. ----------------- - ------------------- EXISTING ----------- ------- ---- ------- ..................------------------------------ --------------------- . ...... .......... . ....... ........ EXTERIOR LIGHT i I T-_7T_ 7 lyllG -7-L- --- --------------------------------------------- - - --------------------------------------------------------------- AS PER CODE -------------------------- NEW '-0" NE '-Oil -N .......................................... L-1 1 1- 1 n INTERIOR ZONE SLID :R1 IN 1 7 5LIMI R IN T 7 T -T --r-- _T" ARCHIT -------------------------- E X 15 INC --------------------------- I-LIL EX15' ING PERIMETER ZONE OPED,ING OPEN HOLD DOWN art in a s s a n to J_L I T"L GABLE WALL (EDGE ZONE) A j ................... Lic. NY,NJ,CT,PA,VA,MD,DE,KT,VW,IL,NV,IN I L L.,- qL L SHEARWALL ISO Hill, SHEARWALL SEG DTL (TYN. EXISTING STEPS EXISTING EXISTING STEPS 8 % TO GRADE TO LIGHT TO GRADE Architecture AS PER CODE SCALE: N.T.S. �-3 SCALE: N.T.S. 0 niter gProp./E or Design r4 Prop./Exist Rear Elevation A-3 SCALE:SCALE 1/4'=1'-0' 11 178 Bayview Ave., Northport, New York 11768 :1 Phone: (631) 747-1114 Fax (631)532-1315 E-Mail: martypgjmparchitects.com ............ tl I THE DRAWINGS, SPECIFICATIONS AND OTHER - Symbols � Schedule General dotes 1 DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS1 st Floor Addition/Renovation PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS FASTENER SCHEDULE FOR STRUCTURAL MEMBERS PROJECT AND THE ARCHITECT SHALL BE DEEMED r THE AUTHOR OF THESE DOCUMENTS AND SHALL (REFER TO TABLE R602.3(1) OF THE 20151RC W/2017 UNIFORM CODE SUPPLEMENT) RETAIN ALL COMMONLAW, STATUTORY AND OTHER ELEVATION MARIGER N0.$TYPE SPACING OF 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER FASTENERS PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER ELEVATION MARKER THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. DOCUMENTS SHALL NOT BE USED BY THE OWNER OR (SHEET AND NUMBER LOCATION) JOIST TO SILL OR GIRDER, TOE NAIL 3-8d - 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO 15 6 6 �Q_ TOWN OR ViLLAGE PRiOR TO STARTING WORK THIS PROJECT OR FOR COMPLETION OF THIS P X 6" SUBFLOOR OR LESS TO EA. JOIST, FACE NAIL 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, SECTION AND DETAIL MARKER 2 STAPLES 13/4u CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC.,FOR WORK PROJECT BY OR FOR OTHERS. 935 Southern Cross Rd CNew YorI� DETA L MARKER SHEET AND NUMBER ocATtoN) 2" SUBFLOOR TO JOIST OR GIRDER BLIND AND FACE NAIL 2-1(odPERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. 4. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE THE ARCHITECT IS NOT RESPONSIBLE FOR (SHEET AND NUMBER LOCATION) SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 1(od 16"O.C. PREVENTION-N.Y. STATE RESIDENTIAL CODE AND BUILDING CODE AND CONSTRUCTION MEANS, METHODS, TECHNIQUES OR ALL RULES AND REGULATIONS OF THE LOCAL JURISDICTION FOR SAFETY PRECAUTIONS IN CONNECTION WITH THE e g e n d Abbreviations TOP OR SOLE PLATE TO STUD, END NAIL 2-1(0d 5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXITS WHICH WORK. THE ARCHITECT IS NOT RESPONSIBLE FOR o i n DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR ACTS, ERRORS OR OMISSIONS OF THE CONTRACTOR, �t3 g(D (J' 26i651a E 50.00 _ STUD TO SOLE PLATE, TOE NAiL 3-Sd OR 2-16d SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO ITS SUBCONTRACTORS OR THEIR AGENTS OR - SINGLE POLE SUIITCH AC.T. ACOUSTICAL CEILNG TiLE 'I FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL AFF. ABOVE FINISH FLOOR EMPLOYEES OR ANY OTHER PERSONS PERFORMING 3 DOUBLE STUDS,FACE NAIL 10d ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. ANY OF THE WORK. t 11 - THREE WAY SWITCH BLK BLOCK 24 O.C. CJ 32 l8 ��,.�... BLK'G 13LOCKM 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH,NO. 2 �4 - FOUR WAY SWITCH CLC. CEILING DOUBLE TOP PLATES, FACE NAIL Udd OR BETTER . E=1,600,000 AND fb = 825 or GREATER C.T. CERAMIC TILE s(ze Fb o u us of uticlt P- 8'-0"DIA. X DUPLEX OUTLET coma C04CREM SOLE PLATE TO JOIST OR BLOCKING, ATBRACED WALL PANEL 3-16d CONI. CONTINUOUS 2" x 4" 1350 PSI, E 1,600,000 PSI. 8'-0" DEEP CFI C.J. CONTROL JOINT DOUBLE TOP PLATES,MINIMUM 24" OFFSET OF END JOINTS,LO 8_164 2" x 6" 1110 PSI, E 1,600,000 PSI. DRYWELL , - GROUND FAULT INTERRUPT 142" AFF) Dx Dou:rt FACE NAIL IN LAPPED AREA 2" x 8" 1080 PSI, E 1,600,000 PSI. ''• ,::'<:;;, . Dia DIAMETER 2" x 10" 990 PSI, E 1,600 000 PSI. 8-0 DIA X .� DWG ARAWING BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE,TOE NAIL 3-Sd :': • 2�r�, '<. `^;' 2" x 12" 900 PSI, E 1,600,000 PSI. 8'-0" DEEP - INCANDESCENT LIGHT FIM.(AS PEROUNEW EL. ELEVATION DRYWELL 236' 10 I EXIST. EXISTING RIM J015T TO TOP PLATE, TOE NAiL Sd WATER PROOF INCANDESCENT LIGHT FIXT.(AS Fix GAUGE TOP PLATES LAPS AT CORNERS AND INTERSECTIONS,FACE NAIL 2-10d WALLS UNLESS NOTED OTHERWISE. : PROOF WP 1. ALL HEADERS SHALL BE (2)2"X&" N 2"X4" WALLS 4 (3) 2"X6" �+ 2"x6" GA. '�;::"•;;.:,';::: :'�k PER MER) G.C. GENERAL CONTRACTOR �= 8. ALL HEADERS SHALL BEAR ON 4"X4" POST 6 2"X4" W " 6" - 16 O.C, ALONG WALLS OR 4 X GALv. GALVANIZED BUILT UP HEADER 2 PIECES WITH! 1/2" SPACER 1(od POST � 2"X6" WALLS UNLESS NOTED OTHERWISE. WOW" ' 0 - RECESSED INCANDESCENT LIGHT FIXT.(FLAT EACH EDGE 9. FURNISH AND INSTALL SINGLE STATION SMOKE DETECTING ALARM t.,':.:::.•`'' GYP.BD. GYPSUM 1504V CONTINUED HEADER TWO PIECES 1(od DEVICE IN COMPLIANCE WiTH NEW YORK STATE BUILDING CODE. IF REQUIRED. I EXISTING (1)STORY CLG) HM. HOLLOW METAL + HP. NIGH PONTCEILING JOISTS TO TOP PLATE, TOE NAIL 10. ALL WINDOWS SHALL BE WHITE PERMA-SHIELD WITH HIGH PERFORMANCE 3��' FRAME STRUCTURE ® CLC.MNTD.115 CFM.MIN.)EXHAUST FAN)AS 3-Sd GLAZING AS MANUFACTURED DY ANDERSEN WINDOW WALLS OR EQUAL UNLESS NOTED JT OTHERWISE. INCLUDEINSECT PER OWNER LAV. MAXIMUM SCREENS AND JAMB EXTENDERS AS REQUIRED. +! '•'�� • : '.•, :':'"••'' •':...r': • •"•••: CONTINUOUS HEADER TO STUD TOE NAIL 4-Sd t ;:ti:,' •' ,. . .':, SOS 10'- ' EX 11. ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDGING OR :t, `� {''":.• ,::• '� �I'A Fb �' �.pJ' - EXTERIOR INCANDESCENT LiGHT FiXT.(AS PER MTL METAL C I ASO A 1 BLOCKING v INTERVALS NOT EXCEEDING EIGHT FEET. >,• ::.'; ORCy !0 �� Mix MINIMUM EIL NG J015TS L P VER P RTIONS, FACE NAL 3-10d ;..• . • •.:,� '"':,�': `•'`'::�c;.::;.••. •''�••:::.":•'•~.:,••'�;:`.�.'`•.'�,.��.'..•...�':• 'w';: OWNER) M.D. MASONRYOPENINCs 12. ALL FLASHING SHALL BE ALUMINUM. ' A1C. NOT N CONTRACT 13. ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WITH °HURRICANE CEILING JOISTS TO PARALLEL FACE NAIL, FACE NAIL 3-Imd ;1• ` ':�., ° : :.:,.' +`,...'. ''';'r'4S�p'• ` ':, ,. _ NO. R115ER CLIPS. y - c OR/ O List o f Drawin S O.C. ON CENTER 14. DO NOT SCALE DRAWINGS. WRITTEN D IMENS IONS SUPERCE E SCALED OPNyj OPENING RAFTER TO PLATE, TOE NAIL 2-16d D :'''•• �•4 O 0 DIMENSIONS. PL. PLATE ,•'•a.�•'' •• !`;.,`• ";'• '•;'g':;;' PLYWD. PLYWOOD 1 BRACE TO EA. STUD AND PLATE FACE NAIL s �� 15. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICEARE AND :r ;•�;.. :'�.;' .,r `;�. 2 STAPLES 1/4 ` ' °°' "', , `,';``+ '`'�.'•, : ':' }(l '11`l+ 0 GAL. A-1 Information Sheet RAD• RADIUS SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT - RE01D REQUIRED 1" X 6" SHEATHING TO EACH BEARING FACE NAIL 2-Sd FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE STRAW BAIL W/ ;.` t,• :•.�,' Ii'� :tl A-2 Floor Plans STL. STEEL 2 STAPLES 13/4 "; ,.'> •.:,•: Xi5TING USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT I .• ,.,..•.•• r.:• ,; ,.• SUSP.CLG. SUSPENDED CEILING SILT SCREEN SEE >' t :;,.$, "DIA x Elevations & Details TAM. toPOFMASONRI P X 8" SHEATHING TO EACH BEARING, FACE NAIL 2-Sd BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE .; ; 4.: "•:. .•• • : 3 STAPLES 13/41 DETAIL ° DEEP A-3 ARCHITECT. L, , •.,, i tos. TOP of STEEL 3-Sd 16. PATCH AS REQUIRED ALL AREAS WHERE EXISTING HAS BEEN REMOVED TYR TYPICAL WIDER THAN I" X 8" SHEATHING TO EACH BEARING,FAGS NAIL 3 „ HING POOL 4 STAPLES 1 i4 .•. , x . UNA. UNLESS NOTED OTHERWISE AND/OR NEW WORK ABUTS EXISTING. WHERE EXISTING WALLS ARE REMOVED Y.C.T. VINYL COMPOSITION TILE •_ ' •••:••`:'~••' • ••� ••. 8'-0"DIA. X OR NEW OPENINGS ARE CALLED FOR iN EXISTING WALLS, PRIOR TO W/ WITH BUILT UP CORNER STUDS l0d REMOVAL OF EXISTING WALLS, CEILING BEAMS, ROOF RAFTERS, ETC., n ;..'.,, .'y<<,,•;.S`;', 8-0 DEEP �• CONTRACTOR SHALL BRACE EXISTING AS REQUIRED UNTIL NEW HEADER AS DRYWELL (n NOTE: L=SPAN LENGTH, H=SPAN HEIGHT BUILT UP GiRDERS AND BEAMS 2" LUMBER LAYERS l0d 3z°oG.TOP arra BOTTGM AND STA(:. ' '- SPECIFIED IS INSTALLED. THE WIND LOAD SHALL BE PE1Rt'lITTED TO BE TAKEN AS 0.1 TIMES 2" PLANKS 11. ALL EXISTING ELECTRICAL 4 PLUMBING LINES ARE TO BE ABANDONED 4 REMOVED ;.,:;•'.•�:,;ti;,`,'.•.. I Vt THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE 2-1(0d AT EA. BEARING ALL UTILITIES ARE TO BE NEW NO EXCEPTIONS DETAINING DEFLECTION LIMITS HEREIN. 18. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED ° ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTER,TOE NAIL 2-16d FACE NAIL 3-16d SHALL BE "TECO CONNECTORS" OR EQUAL AND SHALL BE CAPABLE OF v� . ,::•,';'� ' MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS HANDLING LOADS m CONNECTION POINTS. INSTALLATIONS SHALL BE IN :::':'; •..:: : (REFER TO TABLE R301.5 OF THE 2015 IRC W/2017 UNIFORM CODE SUPPLEMENT) RAFTER TIES TO RAFTER FACE 3-Sd :•'a,.,: •••.:, .' ;,, STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND I WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND WALL SHEATHING TOFRAMING,AND PARTICLE BOARD WALL SHEATHING TO FRAMING REGOMMENDAtIONS. j USE LIVE LOAD 19. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND ATTICS WITH LIMITED -StOTAGE 20 sf DESCRIPTION OF BUILDING MATERIAL DESC.OF FASTENER SPACING OF FASTENER ALL OPENINGS. p EDGE INT. 20. PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD WITH EDGES °> .,.:.:. , ;•r.• ,.,•;•:: SOLID BLOCKED. ` 10 psf 5/16"-R/2" 6D COMMON NAIL(SUBkOORWALL) 6 12 ATTICS WITHOUT STORAGE NAIL(ROOF) 21. ALL DRYWALL SHALL BE U.S.G. NATIONAL GYPSUM CO. �z" THICK, j ! TAPED AND SPACKLED THREE COATS. rn ; DECKS 40 psf 8D COMMON NAIL (0 12 22. ALL DRYWALL SHALL BE PRIMED AND PAINTED (2 FINISH COATS). �D COMMON NAIL OR 80 DEF.NAIL 23. ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE, AS SELECTED BY I 341-01/211 � 3. EXTERIOR BALCONIES 60 psf 1-1/8" - 1-1/4" 6 12 OWNER FIRE ESCAPES 40 psf OTHER WALL SHEATHING 24. CARPETING SHALL BE SUPPLIED AND INSTALLED BY THE OWNER GUARDRAILS AND HANDRAILS 200 Iba y 25. OWNER SHALL SELECT ALL COLORS. MOLIMEEV AVEEN 1/2" REGULAR CELLULOSTIC FIBERBOARD SHEATHING i AIL ST ROOFING NAI O COM 3 6 26. ALL ELECTRICAL WORK SHALL BE BOARD NAIL STAPLE I6GA lis LONG OF FIRE UNDERWRITER APPROVED. INSTALL AS PER OWNER'S DIRECTION GUARDRAILS IN-FILL COMPONENTS 50 lbs I 11 I,"GALv ROOFVJC:NAIL 8D COM h REGULAR CELLULOSTIC FIBERBOARD SHEATHING 11/21 3 6 ANY AND ALL INTERCOM, TELEPHONE, AND/OR TV ANTENNA WIRING IN , NAIL STAPLE 16GA Iii LONG - PASSENGER VEHICLE: GARAGES 50 sf I " WALLS PRIOR TO INSTALLATION OF WALLBOARD. ALL TEMPERATURE •-• �" � J p 25/32" REGULAR CELLULOSTIC FIBERBOARD SHEATHING 1112 GALV.ROOFING NAIL 80 COM 3 6 CONTROL WIRING SHALL RUN CONCEALED IN WALLS, FLOORS, AND/OR APPROVED FILTER WOOD OR METAL FENCE ROOMS OTHER THAN SLEEPING ROOMS 40 psf NAIL STAPLE YOGA IV,'LONG CEILINGS. VERIFY OUTLET, SWITCH AND LIGHTING LOCATIONS WITH { ( to(;� 3 d F T MEETING NYS POSTS 1/2" GYPSUM SHEATHING ii1 QALY.ROOFMG NAIL 6D COM 4 8 OWNER PRIOR TO INSTALLATION. NAIL STAPLE GALV.I�",Ili" 21. ALL ITEMS REMOVED IN THE CONSTRUCTION SHALL REMAIN THE OWNERS PROPERTY SPECIFICATIONS(3'-0"WIDE) SPACED 8'-0"O.G. SLEEPING ROOMS 30 psf / TYPE W OR S ,� ! : (METAL FENCE POSTS „ Pia"GALv.ROOFING NAIL 8D COM WITH THE EXCEPTION OF THE: DEBRIS WHICH SHALL BE CARTED OFF THE SITE AND - -- Lj " " OR APPROVED EQUAL STAIRS 40 psf NAIL STAPLE GALV.Na,P�SCREWS TYPE W OR S LEGALLY DISPOSED OF. 1 � 5/8 GYPSUM SHEATHING 4 8 � ,��*�.T*• " , , AREA OF TO BE INSTALLED IN A-1 SCALE: 1" = 20'-0" M DISTURBANCE ASPHALT PAVEMENT) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENTTO FRAMING 28. ALL FOOTINGS SHALL BEAR ON UNDISTURBED -SOIL WITH A MINIMUM SOIL PRESSURE OF 2 TONS PER SQ. FT. AND SHALL HAVE MINIMUM COVER OF 3'-6" ORAS NOTED. "• 15 s1�0NerrrPJ (REFER TO TABLE R301.7 OF THE 2015 IRC W/2017 UNIFORM CODE SUPPLEMENT) 3/4" AND LESS 6D DEFOnD NAIL OR 80 COMMON NAiL (0 12 29. ALL CONCRETE SHALL BE 3,500 FBI CONCRETE AT 28 DAYS. CONCRETE TO rnicaemmi HAVE: 5 TO 1% AIR-ENTRAINMENT, PER R4022 FLS STRUCTURAL MEMBER ALLOWABLE ECTION 1/8" - 1" 8D DEFORMED NAIL OR SD COMMON NAIL ro 12 30. CONTRACTOR SHALL EXERCISE GOOD JUDGEMENT TO MINIMIZE DAMAGE To EXISTING DEFGG-p WATER I( AREAS (INCLUDING LAWN AND SHRUBS) AREAS DAMAGED DUE TO NEW CONSTRUCTION �1 I DM 1�1fiT � 1� ,,�INAC U�JIN CRITERIA _ RAFTERS HAVING SLOPES GREATER THAN (lib=� _ li/4" 8D DEFORMED NAIL OR 10D calhoN NAIL 6 12 SHALL BE RESTORED TO THEIR ORIGINAL CONDITION.GRADING AROUND NEW cA u 3 ON 12 WITH NO FINISHED CEILING L/180 CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING, 1. RUNOFF COEFFICIENTS: ATTACHED TO RAFTERS 31. ARCHITECT HAS BEEN RETAINED FOR ON SITE INSPECTIONS AND/OR OBSERVATIONS PAVEMENT: 1.00 DIG V'WIDE AND b"PEEP FIRE SAFETY NOTES OF THE CONSTRUCTION. ROOF: 1.00 TRENCH BURRY TTOM I'-0"OF z INTERIOR WALLS AND PARTITIONS N1180 PROVIDE FIRESTOPPMG AT W-0"AND AT CiELING JOISTS GREATER THAN 20'-O" 32. EXISTING CONDITIONS INDICATED WERE FROM FIELD MEASUREMENTS LANDSCAPE: 0.15 FILTER FABRIC,TAMP M PLACE 6" EXISTINGUNDISTURBEDPROVIDE SMOKE DETECTORS IN EVERY BEDROOM AND AT EACH HALLWAY 33. BAULASTERS TO BE INSTALLED SO THAT A SPHE RE 4" or MORE iN DIA. CAN BE GROUND / FLOORS AND PLASTERED CEILINCsS L/360 PROVIDE FIRE RATED DOOR AT GARAGE,POOL STORAGE AND MECHANICAL ROOM 2. PROVIDE STORAGE FOR 2" RAINFALL = x .16"PER CUBIC FOOT �-� PASSED THRU THEM. AS PER 83162 r � REVISION / MARK DATE ' 3.8'-0" DIA.DRYWELL CAPACITY: 4225 CUBIC=EET PER VERTICAL FOOT APPROVED FILTER ALL OTHER STRUCTURAL MEMBERS L/240 ° 1 MEETING NYS WOOD OR METAL FENCE Design and Code Information PROJECT STORM WATER DRAINAGE GALCUL_ATIONS SPECIFICATIONS(3'-011 WIDE POSTS EXTERIOR WALLS WITH PLASTER OR SPACED 8'-0"O.C.(METAL STUCCO FINISH H/360 935 Southern Cross Rd I. REQUIRED STORAGE FOR ROOF AREA = 1,182 5F x 1.00 x.16 = 189.12 GU.FT. FENCE POSTS OR APPROVED 1. BUILDING STRUCTURE HAS BEEN DESIGNED TO THE FOLLOWING BUILDING 2. REQUIRED STORAGE FOR PAVING AREA = 5)42 SF x 1.00 x.16 -- 838 CU.FT. 8'-0" O.C. EQUAL TO BE INSTALLED IN a CODES: 2015 INTERNATIONAL RESIDENTIAL CODE,2nd PRINTING CutChO ue, NY ASPHALT PAVEMENT) EXTERIOR WALLS - WIND LOADS WiTH L/240 2011 UNIFORM CODE SUPPLEMENT 9 838CU FT +189CU FT -- 1021 CUBIC FEET /4225 -- 24.3 VERTICAL FEET REQUIRED (TYPJ BRITTLE FINISHES 8'DEPTH +8'DEPTH +8'DEPTH = 24' PROVIDED a 2.ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE LOCAL BUILDiNG CODE. EXTERIOR WALLS - WIND LOADS WiTH L/120 3.VERIFY EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY ARCHITECT FLEXIBLE FINISHES OF ANY CONDITIONS WHiCH DO NOT COMPLY WITH PLANS AND SPECIFICATIONS. DRAWING TITLE: STRUCTURAL DRAWINGS MUST BE COORDINATED WiTH ARCHITECTURAL DRAWINGS �� �� �� �� BY THE CONTRACTOR. Cover Sheet '6 Plumbing Riser Diag. 4.CONTRACT DOCUMENTS SHALL NOT BE REPRODUCED FOR USE AS SHOP DRAWINGS. f p g p g p$ A$ 5.THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED [ �"' AND STEEL MEMBERS ARE ERECTED,CONNECTIONS ARE COMPLETELY BOLTED 2 SILK' C ■ L■ AND/OR WELDED AND INSPECTED,THE PLYWOOD DECK ATTACHED TO THE WOOD FRAMING,AND THE CONCRETE FLOORS PLACED AND ATTAINS 15%OF 28-DAY SEA = FILE NO. A-1 SCALE: NO SCALE _ STRENGTH. UNTIL SUCH TIME,TEMPORARY BRACING 15 REQUIRED. THE DESIGN ADEQUACY OF TEMPORARY BRACING AND SHORING IS THE SOLE O �Ni* DAs ��O PAGE NO: NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, RESPONSIBILITY OF THE CONTRACTOR 1 OF 3 4" VTR 4" VTR PRE-ENGINEERED WOOD CONSTRUCTIONRUCT RE TiMBER 6" dia. 6.FOR LOCATION OF MISCELLANEOUS ITEMS(OPENINGS,BENT PLATES, INSERTS, CONSTRUCTION IN RESIDENTIAL STRUCTURES Materials Legend (IN ACCORDANCE WITH TITLE 19 PfYCRRPARTt265) ETC.) AFFECTING STRUCTURAL WORD,SEE ARCHITECTURAL,MECHANICAL, DWG NO. Bath 3 PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY) Bath 2 ❑ NEW RESIDENCE STRUCTURE PLUMBING AND ELECTRICAL DRAWINGS. I,,I 3 3 1.STRUCTURAL DESIGN LOADS: LOCAL REQUIREMENTS: �}A� 02311A ® AL 2" „ 2" ❑ ADDITION TO EXISTING RESIDENTIALSTRUCTURE ASPHALT 84lINGLES EARTH 1111/ GLASS • POURED CONCRETE ALUMINUM ® REHABILITATION TO EXISTING RESIDENTIAL STRUCTURE Reflective 2 11 INTERNATIONALF �RESIDENTIAL CODE, 2nd PRINTING ®� 2" 2" 3" 2" 2" 3" 2" TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT ROOF LOADS: ARCHITE FINISHED WOOD L V. LAV. KIT HEN PROPERTY REFERENCE ABOVE WILL UTILIZE ROOF DEAD LOAD: 15 PSF STUCCO FINISH GRAVEL ST BRICK ( E UN Reflective EEL c==-� W W s Martin CHECK EACH APPLICABL A Pas `,• ,' Red Pantone GROUND SNOW LOAD: 45 P5F SLOPE • S a n�� IUB - ❑ TRUSS TYPE CONSTRUCTION(TT) +18� E t RIGID INSUALATION BATT CONCRETE ROUGH WOOD ® PRE-ENGINEERED WOOD CONSTRUCTION(PWjWIND LOADS: 120 mphft alw Colm&t En 3 SECOND GUST WIND SPEED: 110 MPH f�,.,s �L j _MW INSULATION BLOCK First Floor ❑ TIMBER CONSTRUCTION(TC) stroke I = isD Lic. NY,NJ,CT,PA,VA,MD,DE,KT,WV,IL,NV,IN N.T.S. A IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE) EXPOSURE: B TABLE 8301.2 (1) 2" 4" 2" 4" CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ❑ FLOOR FRAMING,INCLUDING GIRDERS AND BEAMS(F') SEISMIC LOADS: G 1C.0. IC.O. ❑ ROOF FRAMING(R) SITE G Fa° 1''48 F `f 2.0 G.O.! Floor Framing,Ineluding 1 2 0 _ TO PROPOSED APPROVED SAN SYS 4„ ® FLOOR FRAMING AND ROOF FRAMING(FR) Girders and Beame R = 6 Sms a 59 g S m1 .40g 9 Architecture GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM Ice Barrier Note: 5 .40 S .20!@Plannin C (a t j j t(3 R I d ell C Winter Flood Air s= 9 I= � 9 SNOW SPECIAL WIND DESIGN Underlayment One(1)Truss-Sign to be Located Either at the Electrical Meter or R Roof Framing Frost Line Design Hazards Freezing BEARING WALL WITH WOOD SHEAR WALLS LOAD SPEED TOPOGRAPHIC WIND EXPOSURE WIND-BORNE CATEGORY WeatheringRequired Re Next to the Front Door,No More than 12 From the Latch Side. A Interior Design (mph) EFFECTS REGION CATEGORY DEBRIS ZONE Depth Termite Temp G Index Truss-Sign to be Located Not Less Than 42"Nor More Than 6Q" FR Floor and Roof Framing EQUIVALENT LATERAL FORGE PROCEDURE g Above the Adjoining Walldng Surface. 8.THESE PLANS COMPLY WITH THE RESIDENTIAL CODE OF NEW YORK STATE(2010 EDITION) 178 BayMew Ave., Northport, New York 11768 30 PSF 140 Vuit NO NO B NO TEXEMPT SEVERE 3 FEET MODERATE 15,TABLE DIOI VALLEYS 4 FEMA 1500 Phone: (631) 747-1114 Fax(631)532-1315 IOD vasa TO HEAVY (NY,KENNEDY) PER:IMETERs IF REQ. E-Mail: martyp@?Jmparchitects.com SECTION R310 THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS (2015 International Residential Code 2nd Ed.) (REFER TO TABLE 8602.3(1)OF THE 2015 PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S 46'-I" EMERGENCY ESCAPE AND RESCUE OPENINGS NAILING SCHEDULE A International Residential Code 2nd Ed.) SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND THE ARCHITECT SHALL BE DEEMED 8310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. NUMBER OF THE AUTHOR OF THESE DOCUMENTS AND SHALL BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM JOIST DESCRIPTION COMMON NAILS NAiL SPACING PROVIDE SMOKE (: CARBON MONOXIDE SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY RETAIN ALL COMMONLAW, STATUTORY AND OTHER DETECTORS AS PER NEW YORK STATE ESCAPE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE ROOF & CEILING FRAMING RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE - TW210210 SLEEPING ROOM, AN EMERGENCY ESCAPE AND RESCUE OPENING ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER CODE S M DOCUMENTS SHALL NOT BE USED BY THE OWNER OR 2"XI2 'I-I�APER SHALL BE REQUIRED 1N EACH SLEEPING ROOM. EMERGENCY RAFTER TO TOP PLATE CTOE-NAILED) 3-10d Common PER RAFTER 12)1-011 " " " 8 A 4'-0" ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO (0'-(011 fo'-0" 5'-6 1/2" 10'-3 1/2" 6'-2" 9'-9" T-4" PUBLIC WAY, OR TO A YARD OR COURT THAT OPENS TO A CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-Sd Common PER JOIST THIS PROJECT OR FOR COMPLETION OF THIS PUBLIC WAY. PROJECT BY OR FOR OTHERS. ° 8310.1.1 OPERATIONAL CONSTRAINTS AMC) OPENING CONTROL CEILING JOISTS TO PARALLEL RAFTER (FAC-5-NAILED) 6-16d Common EACH LAP 1�� EXHAU CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 3-8d Common EACH LAP THE ARCHITECT IS NOT RESPONSIBLE FOR - NEW 6'-0" SLIDER TW2 32 EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR � II EXHAUST FAN TW21 210 TW21 310 TW21 310 2X12 HEADER 2" R 2 2 DR 2"X12"HEADER 2"XI2"HEADE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE: USE COLLAR TIE To RAFTER(FACE-NAILED) 3-10d Common EACH END FOR SAFETY PRECAUTIONS IN CONNECTION WITH THE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WiNDOW OPENING Md t r f3 CONTROL DEVICES COMPLYING WITH ASTM F 2090 SHALL BE BLOCKING TO RAFTER(TOE-NAILED) 3-Sd Common EACH END WORK. THE ARCHITECT IS NOT RESPONSIBLE FOR O MARBLE - PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED ACTS, ERRORS OR OMISSIONS OF THE CONTRACTOR, 4 s CE . ILE `� EMERGENCY ESCAPE AND RESCUE OPENING. RIM BOARD TO RAFTER (END-NAILED) 2-16d Common PER RAFTER ITS SUBCONTRACTORS OR THEIR AGENTS OR 2 X 6 FINAL CABINET 3(,'-1 1/2„ 3' " ' F = 5'-8" SADDLE 13'-9" `t' WALL FRAMING EMPLOYEES OR ANY OTHER PERSONS PERFORMING i 83102 EMERGENCY ESCAPE AND RESCUE OPENINGS. ANY OF THE WORK. CABINET SUPPLIER a i•- 24X EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE TOP PLATE TO TOP PLATE !FACE-NAILED) 2-16d Common 16" o.c. a8 �1" "® t1'1 MINIMUM DIMENSIONS AS SPECIFIED IN THIS SECTION. DO - . TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16d Common JOISTS-EACH SIDE 36" HIGH TEMPEREDALL FLOOR FINISHES AS 83102.1 MINIMUM OPENING AREA. GLASS RAIL W �'®� �� ° ' o PER OWNER EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL A NET STUD TO STUD (FACE-NAILED) 2-16d Common 24" o.c. Q Z °o _ CLEAR OPENING OF NOT LESS THAN 5.1 SQUARE FEET. THE NET RE-ROUTE PLUMBING CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL HEADER TO HEADER(FACE-NAILED) I(od Common 16"oc.ALONG EDGES litAS SHOWN TO NEW BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ' PROVIDE Na"' TYPE 'X' GYP• z d) TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-i6d Common PER STUD L -�+ FIXTURE LOC. ESCAPE AND RESCUE OPENING FROM THE INSIDE. THE NET BOARD ON ALL WALLS N m �Wa�t` If? t��. ® a CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24" INCHESCl BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, ENDJOIST ,- ADJACENT t0 HABITABLE Exist, r��# �® ry X 6 AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. OR BLOCKING (FACE-NAILED) 2-16d Common PER FOOT SPACE FIRE CAULK ALL b EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS OPENINGS PROVIDE AIR PALL ER OWNER AS - `" FLOOR FRAMING SHALL HAVE A NET CLEAR OPENINGS OF NOT LESS THAN 5 TIGHT CONSTRUCTION SQUARE FEET. JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d Common PER JOIST 83102.2 WINDOW SiLL HEIGHT BRIDGING TO JOIST (TOE-NAILED) 2-6d Common EACH END O = U WHERE A WiNDOW 15 PROVIDED A5 THE EMERGENCY ESCAPE AND ' RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE BRIDGING TO JOIST (TOE-NAILED) 2-Sd Common EACH END - O MARBLE OO THAN 44 INCHES ABOVE THE FLOOR, WHERE THE SILL HEIGHT 16 -1 `�' SADDLE M S 24X(0 m BELOW GRADE, IT SHALL BE PROVIDED WITH A WINDOW WELL IN BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d Common EACH BLOCK O ACCORDANCE WITH SECTION 8310.23, LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d Common EACH JOiST Braced Wall Panel Legend: JOIST ON LEDGER TO BEAM (TOE-NAILED) common PER JOIST X - 0 �o m� 2a X 6a 0 Zn X 6 X 5 -0 - Indicates Spacing Between BAND JOIST TO JOIST (END-NAILED) 3-trod Common PER JOIST Q I d O Braced Wall Lines BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d Common PER FOOT 2°X 6s Indicates Braced Wall Lines ROOF SHEATHING 4 B ALL FLOOR FINISHES AS STRUCTURAL PANELS (SEE SHEARWALL ISOMETRIC DETAIL) 2"X12"HEADE X6 2"X12"HEADER 2"XI2"HEADER 4 8 PER OWNER Indicates Braced Wall Panel INTERIOR ZONE Sd Common TW210310 TW21 310 TW21 310 X� MARBLE B UJ.P. = Braced Wall Panel PERIMETER ZONE ad Common 6" oz. n TIL SADDLE GABLE WALL EDGE ZONE ad Common 4" o.c. 6 -0 1/2 101-31, 9 -1 41-011 " 16 -2 1/2 &I-0 Fastening Requirements on CEILING SHEATHING a� O Braced Wall Panels as per GYPSUM WALL50ARD5D COOLERS 1" EDGE / to,, FIELD LEC 1HND ° e Table R602.10.4 of the 2015 I.R.C. 2"X12"HEADER 2"X12"HEADER N Method cs-wsP: WALL SHEATHING As per Table 86023(3)Exterior Sheathing Attached with Sd STRUCTURAL PANELS ad Common 6" EDGE / 12"FIELD NEW CONSTRUCTION TW304b TW3046 TW21 210 TW3 46 Common Nails (0.131"Shank x 2.5" Long)at 6"o.e.at the Edge and or"cI�'°1 12"1 in the Field. GARAGE DOOR PORTAL OPENINGS Sd Common Voc into all Framing ' " " 31-011 ' ' �' Interior Gypsum Board Attached as per Table R6023(l)with 1-1/2" 5 -1 I/2 -5 4'-1011 it -8 1/2 7 -8 1/2 yp Galvanized Roofing Nails or 1-5/8"Screws Type W or S at 1"oz.at GYPSUM WALL BOARD 5D Coolers 1" EDGE /1" FIELD EXIST. GONSTR�IGTION 0 AS SELECTED BY OWNER the Edge and in the Field.(See Figures P4502.102(l)and 8602.108(2)on Sheet A-3) FLOOR SHEATHING (SUBFLOOR) Method G8: STRUCTURAL PANELS Not Used EXIST.CONSTRUCTION to be REMOVED - (2)1.25" X 14" MICRO LAM GIRDER n P OR LESS Sd Common 6" EDGE / 12"FIELD _= GREATER THAN P lod Common 6" EDGE /roll FIELD First Floor Level Braced Wall Panel Calculation '-0 '-0 15'-91/2" -0 -0 20'-91/2" '-0 Schedule as per 2015 IRC, Section 602.10 Braced Wall Line code MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS ® 1 f ro ■112xist i=irst Floor A B 1 2 (REFER TO TABLE R301.5 OF THE 2015 International Residential Code 2nd Ed.) Bracing Method table CS-WSP CS-WSP CS-WSP CS-WSP tableUSE LIVE LOAD DEAD LOAD A-2 SCALE: 1/4"=1'-0" M(n, Panel Length 602.602.10B. 24ll 24 24 24I Braced Wall Line Spacing Per 11' 11'1 IS'I 18' UNINHABITABLE ATTICS WITHOUT STORAGE 10 per 10 per Plan Required Bracing Length able b 5' 5' 5' 5' UNINHABITABLE ATTICS WITH STOTAGE 20 per 10 psi table Wind Adjustment Factors boza03(s) HABITABLE ATTICS t ATTICS W/ FIXED STAIRS 30 per 10 per { 1.Exposure category 'B' 1 1.00 1.00 1.00 1.00 BALCONIES (EXTERIOR)AND DECKS 40 psf 10 psF O �O - - _ - - 2.Roof Eave to Ridge Hgt 100 ism 100 1.00 FIRE ESCAPES 40 psf 10 per z3.Wali Height(a') 90 .90 W g0 GUARDS AND HANDRAILS 200 ibs m 1 1 nil I I I �---- - - - - 4.Number of M per Direction 1.00 1.00 1.00 1,00 GUARDS IN-FILL COMPONENTS 50 lbs LU S.Additional Hoiddowns ; al _ _ _ _ _ _ n/a n/a n/a n/a Z 6.Gypsum Omitted n/a n/a n/a n/a PASSENGER VEHICLE GARAGES 50 psF as per plan N � DSC 1.Gypsum I3d.Fastening n/s n/a n/a n/a ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 per - - - - - - - Average Adjustment Factor 915 .975 .975 .975 SLEEPING ROOMS 30PSI` 10 p sf ►- p� - - - - - - X STAIRS 40 psF 10 psf Adjusted Braced Wall Length 5' 5' 5' 5' '- -` -a- J g it / MARK DATE "- ROOF LOADING (LIVE = GROUND SNOW LOAD l0 psf for to � Braced Length Provided 5' 5' S' 5' attic 2"X8"SLEEPERS ib"O.C. X ComRance !Pass/Fall) Pass Pass Pass Pass ADJUSTMENTS AS PER TABLE 8301.5 OF THE 30 psf 15 psf For PROJECT N --F p RESIDENTIAL CODE OF NEW YOLK STAE) ®I"a W/R-21 BATT INSUL. - - m cath 935 Southern Cross Rd rej - - - - -- - -- - - CONCRETE NOTES : Cutchogue, NY X p-i Assumed soil to be sand or gravel, with minimum ]>. traces of dry clay, with minimum bearing capacity ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS NEW W14 X 44 STEEL, 5E AM of I ton/sq,.ft. (REFER TO TABLE R301.7 OF THE 2015 International Residential Code 2nd Ed.) DRAWING TITLE: _ _ - _ _ _ - - - - Concrete to be plain, reinforced, minimum 3 00 Floor Plans Z s.i. y � p 28 da test predicated on the above soil STRUCTURAL MEMBER ALLOWABLE' DEFLECTION assumption. If other soils are encountered, lower RAFTERS HAVING SLOPES GREATER THAN 3 ON 12 WITH FINISHED bearing values are to be assumed and the CEILING NOT ATTACHED TO RAFTERS L/180 F_ foundation must be redesigned. p All footings are to rest on virgin, undisturbed loll. INTERIOR WALLS AND PARTITIONS H/180 x ' TABLE 8401.41 FLOORS 1_/360 SEA FILE NO. 0 i IL I I I I i' (2015 International Residential Code,2nd Printing) CEILINGS WITH BRITTLE FINISHES (INCLUDING PLASTER AND :D-- IL LU m - - - - o PRESUMPTIVE LOAD-BEARING VALUES OF STUCCO) 1_/360 ®� � PAs C� PAGE NO- FOUNDATION OF 3 FOUNDATION MATERIALS a CEILINGS WITH FLEXIBLE FINISHES (INCLUDING GYPSUM BOARD) L/240 F N - - - - X m CLASS OF MATERIAL LOAD-BEARING PRESSURE ALL OTHER STRUCTURAL MEMBERS L/240 (Pounds per square Foot) DWG N0. Uj EXTERIOR WALLS - WIND LOADS with PLASTER OR STUCCO 1-1/360 (P Z Crystalline Bedock 12,000 FINISH 023114 ®� X Sedimentary and Foliated Rock EXTERIOR WALLS - WIND LOADS with OTHER TT H/240 1� X 3 y 4,000 BRITTLE FINISHES �� Sandy Gravel and/or Gravel EXTERIOR WALLS - WIND LOADS with FLEXIBLE FINISHES H/240ol 3,000 ARCHITEC (GW and GP) LINTELS SUPPORTING MASONRY VENEER WALLSe L/600 Sand, Silty Sand, Clayey Sand, NOTE: L=SPAN LENGTH, H=SPAN HE IGHT Martin A. Pwrl-30sante ,� C 2000 Silty Gravel and Clayey Gravel ,���A 2 fro . �XISI �t�11./�asment Elan � (SW, SP, SM, SC,GM and GC) a. For the purpose of the determining deflection limits herein,the wind load shall be permitted � to be taken as 0.1 times the component and cladding (ASD)loads obtained from Table 1.22 A-2 SCALE: 1/4"=1'-0" - Clay, Sandy Clay, Silty Clay, b. R30can cantilever members,L shall be taken as twice the length of the cantilever. Lic. NY,NJ,CT,PA,VA,MD,DE,KT,WV,IL,NV,IN S" 42'-711/211 $" (CCI ML,MH an�eq Silt, ld CH)t and Sandy Silt 1500 b• c. For aluminum structural members or panels used in roofs or walls of sunroom additions or patio covers,not supporting edge of glass or sandwich plates,the total deflection shall not 8" X 42" DEEP TRENCH a. When Boil tests are required by section R401,4, the allowable exceed L/60. For continuous aluminum structural members supporting edge of glass,the total i deflection shall not exceed LA15 for each glass lite or L/60 for the entire length of the • Architecture FOOTING AT PATIO EDGE bearing capacities of the soil shall be part of the member,whichever is more stringent. For sandwich panels used in roofs or walls of gunroom f Planning corn s' ti n additions or atio covers,the total load deflection shall not exceed L/120. g b.�here�.he�ufl���g official determines that in-place soils with p an allowable bearing capacity of less than 1,500 per are likely d. Deflection for exterior walls with interior gypsum bd. finish shall be limited to an allowable • Interior Design to be present at the site, the allowable bearing capacity shall deflection of H/180. 178 Bayview Ave., Northport, New York 11768 be determined by a soils investigation. e. Refer to section R103B.2. Phone: (631) 747-1114 Fax (631)532-1315 E-Mail: martypQ rnparchitects.com ROOF CONSTRUCTION THE DRAWINGS, SPECIFICATIONS AND OTHER 3450 ASPHALT/FIBERGLASS ROOFING RIDGE VENT DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SHINGLES E ICE SHIELD (ENTIRE ROOF) SPLICING OF THE PLATE SERVICE FOR USE SOLELY WITH RESPECT TO THIS ON '1/8" EXTERIOR GRADE PLYWOOD " PROJECT AND THE ARCHITECT SHALL BE DEEMED SHEATHING ON 2" X 10" RAFTERS 16" O.C. W/ 1 X AZAK AS PER TOP PLATE DIMENSIONS SPLICE LENGTH THE AUTHOR OF THESE DOCUMENTS AND SHALL 9" R-30 BATT INSULATION RETAIN ALL COMMONLAW, STATUTORY AND OTHER TOP PLATE SPLICE TOP PLATE SPLICE RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE REQUIERMENTS FOR WIND - REQUIEFVENTS FOR WIND - ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER EXPOSURES BtC- ONE STORY EXPOSURES B4C- ONE ALL DOCUMENTS SHALL NOT BE USED BY THE OWNER OR - - - _-- —— - -- - SLAB ON GRADE OTHER CASES OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO --- -- - THIS PROJECT OR FOR COMPLETION OF THIS __--- -- BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE PROJECT BY OR FOR OTHERS. DIMENSION(FT) LENGTH(FTJ DIMENSION(FT) LENGTH(FT) 121-011 3'-0" 121-0" 2'-0" THE ARCHITECT IS NOT RESPONSIBLE FOR METHODS, TECHNIQUES OR FOR SAFETY PRECAUTIONS IN CONNECTION WITH THE — ---------------------- - ----- -- - — --- - -- -----__----y ------ --- - 20'-0" 5'-0" 20'-0" 4'-0" WORK. THE ARCHITECT IS NOT RESPONSIBLE FOR ACTS, ERRORS OR OMISSIONS OF THE CONTRACTOR, 0 — - - 24 -0" 6'-0"IL 24'-0" 4''011 ITS SUBCONTRACTORS OR THEIR AGENTS OR 0 -0" 28'-0" 5'-0° EMPLOYEES OR ANY OTHER PERSONS PERFORM�IG WALL CONSTRUCTION --- I. TABULATED SPLICE: LENGTHS ASSUME TOP - ANY OF THE WORK. PLATE-TO-TOP-PLATE CONNECTIONS USING 2-16d NAILS PER 0 32 -0 6 0 VINYL SIDING (CEDAR FOOT,FOR SHORTER SPLICE: LENGTHS, THE NAIL SPACING „ 9 „ IMPRESSIONS) ON 1" RIGID SHALL BE REDUCED IN ORDER TO PROVIDE: AN EQUIVALENT 36 -0 -0 aro -0 .11-011 HUMBER of NAILS " " " " FASTENING OIPENISG SCHEDULE B INSULATION ON TYVEK HOUSE 40 -0 ii -0 40 -0 8 -0 i WRAP ON 11/211 EXTERIOR 2. TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED REQUIREMENTS FOR WINDOW GRADE PLYWOOD SHEATHING IN EXPOSURE B 501-011131-011r:,01-011I0 -0 { OPENING 2. TABULATED SPLICE LENGTHS ARE BASED ON S FOOT WALL 60' ON 2" X 4" WD STUDS -0" 16'-0" 60'-0" 12'-0" ' (IN ACCORDANCE WITH WOOD 16" HEIGHTS FOR OTHER HEIGHTS, H THE TABULATED UNIT FRAME CONSTRUCTION MANUAL O.C. W/ 4" R-15 BATT LATERAL LOADS SHALL BE MULTIPLIED 5Y H/8 10'-01, 19'-0" -10'-0" 14'-0" 2001 EDITION) INSULATION 4. TOP PLATES SHALL BE A MINIMUM OF STUD GRADE 80'-0" 22'-0" 80'-0" 16'-0" NOTATION — -- — MATERIAL ROUGH A 8 G D E F OPNS 2'-0" 2 (1) 211x4" I I 1 1 ® S" CONC.BLOCK 12"X12" FIBERGLASS f ro /��ISt Front �I�V��lon FILLED SOLID I 8" X42" DEEP TRENCH I 4'-0" 4 (1) 211x4" 2 2 2 2 1 1�■ DOWELED INTO LOAD BEARING COLUMN FOOTING AT PATIO EDGE 6,_�„ 6 (2)2"x4" or A-3 SCALE: 1/4'=1'-0' EXISTING FLOOR — — — — — — — — — — — — — — — — — — — — _ — — — — — — — NEW coNtlNUous (U 2"x6" 3 3 3 3 RIDGE PENT PROPOSED RAFTERS g'_�" 8 C2cv 2"x6'or 3 3 3 3 SLAB NAILING & STRAPPING @ EXTERIOR WINDOW/ cs20 STRAPPING TIE NEW RIDGE o „ 1m'-0" 10 (2) 211x6" 4 4 4 4 -F-ROOF SIMPSON STRONG TIE o (2) 2 X 4 TOP PLATE DOOR HEADER MT512 BY: 'SIMPSON RAFTERS �' 16° OR APPROVED EQUAL NEW ASPHALT ROOF o 0 12'-0" 12 (2) 2"xlo" 5 4 5 4 STRONG TIE' ® 16" oz. SHINGLES over 300 o oz.OR APPROVED BUILDING FELT atop EQUAL (TYPICAL) 1/2" PLYWOOD ° A-NUMBER OF 8d NAILS 9 EA.END OF STRAPPINGS(TABLE 31,P.151) J 860 lbs SHEATHING t(TAME 6A P. (31b) A ------- NEW ROOF B-NUMBER OF SILL STUDS(ON FLAT)(DOES NOT APPLY TO DOORS) Plate ht. RAFTERS 0 16" oz. (TABLE 3238,PM) C-NMR OF RILL HEIGHT KING STUDS s EA SIDE OF HEADER 8'-i" AFF. CEILING °0 (TABLE 3230,PAW SIMPSON JOISTS im 1/6" d o D-NUMBER OF 16NAILS.END-NAILED THROUGH ADJACENT KING STUD p H2A STRAP B.O. Header • • 0 9 TO END OF HEADER EA SIDE(TABLE 3.1,P.151)4(TABLE 6A P.316) B E 7'-o In,, AFF. E-NUMBER OF JACK STUDS 0 EA.END OF HEADERS(TABLE 322F,FIN) –C ASSUME DBL HDR BCro POST CAP COVERED SIMPSON H2A F-NLIMBER OF 16d NAILS END-NAILED THOUGH ADJACENT JACK STUDS SIMPSON HS STRA BY 'SIMPSON' I I PORCH RIDGE +� TO END OF SILLS) \ SIMPSON H8 STRAP LOAD BEARING I I NOT 5 ECT I® DETAIL L 6 �p 11)EA SIDE 11 TABLE 6( PAGE NOT APPLY TO DOORS)(TABLE 3B,P.151) 1 F 310 FIBERGLASS I PROVIDE 14-106 A-3 SCALE: NO SCALE �L 1 ./HUD ICAME ST P DETAIL COLUMN I I NAILS THRU MT512 A-3 SCALE: NO SCALE CLIP A-3 SCALE: NO SCALE EXIST. CHIMNEY NEW SIDING AS SELECTED BY OWNER INSTALLED ON EXIST. CHIMNEY EXISTING WALL CONSTR. - ROOF CONSTRUCTION — 345* ASPHALT/--IBERGLASS ROOFING -- ---- -- - -- - SHINGLES ON ICE SHIELD (ENTIRE ROOF) - --ON Na" EXTERIOR GRADE PLYWOOD --- SHEATHING ON 2" X 10" RAFTERS 6 16" O.C. W/ = 9" R-30 BATT INSULATION ---