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HomeMy WebLinkAbout39562-Z oSUFFe4�c TOWN OF SOUTHOLD oa, BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy SOUTHOLD, NY ft e, 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#: 39562 Date: 3/2/2015 Permission is hereby granted to: Dellaportas, Argyris & Dellaportas, Theoni 21-55 Hazen St Flushing, NY 11370 To: construct alterations & and additions, including a 2 story addition as applied for ( {I 5,0pc, 0; ooriL At premises located at: .d( /� G� 'J 7970 Route 25c_,Vaivid-c6( --t7D J SCTM # 473889 bin)l ( Y) (.0 G Gy Sec/Block/Lot# 31.-6-16 G iNiC) ft-PA Jm H-- Li l C �- __ Pursuant to application dated 2/17/2015 and approved by the Building Inspector. To expire on 8/31/2016. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,312.00 CO -ADDITION TO DWELLING $50.00 Total: $2,362.00 • / / Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. (,'c/(J// f New Construction: x Old or Pre-existing Building: (check one) Location of Property: /'l 470/ • ie,0 9 /I_attic/ 0,0 House No. Street Hamlet Owner or Owners of Property: A Ip G y ''/f If / 9 y— 47_4-4-4 ft4 ,7 1 J Suffolk County Tax Map No 1000, Section/ 31 // Block 0 b Lot________Lac , - 1 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: $ 1) ir (0, Applicant gnature _MELD EV'SPE QN REPORT 1 DATE I. COMMENTS -li k'oUNi,ATION(1ST) . • ; •LL .. . • . • v . ri ..,.. • • . • . . .' .. .. .. . . • I' FOUNDA .TION(2ND) -- -- ,• .. • a . '-- V • tzi C4 ROUGH FRAMING& y PLUIVIBTNG ' • . ' . '• . . . • • • C, . • • • • • • Zir • r INSULATION PER.N.Y. •. • H STATE ENERGY CORE . . • c"\-1 ' : .\/\()• 1/..0 '..... .. . ,. . . , , _ ,. . , • • FINAL G'.Cy 110 07k--.-, . %-' , • o.e.,..e.ir Ts • •Vi `�� I-Af� -' C {M)`1/! , k'' �. r P. p__ �, - e • ,. . v• . I. •2. . .. , . '-T-y'- • 0 0 4—r;T:i . . • . , +\ • . , . . . CA .2 • a • • . , �_ . , . .. y m • . . . . . . . . . . . . .. . . . , . . ,. . .. . • . .... c„. . . . . .. .... . . Q1 , .. . • . . . - • v TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALLBoard of Health_ SOUTHOLD, •NY 11971 4 sets of Building Plans TEL: (631) 765-1802 '. , Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. j� - Check Septic Form - " N.Y.S.D.E.C. Trustees C.O.Application /vi �/ Flood Permit Examined ,207 Single&Separate Storm-Water'Assessment Form l Contact: Approved ,20 / Mail to:/'JieIC. c -44/40T'2-- Disapproved a/c - ? Phone: 7�.J -/ef Expiration iii i,,20/hg-A,,,__A/-' Building Inspector r� r7-1-0------1\ �- �PPLICATION FOR BUILDING PERMIT gi 1 3 2 �� Date ®2,/i / '�� , 20 INSTRUCTIONS \---F--,N WI a. This applicati _" EST-be-c mpletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets o ans-acrairate 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'parttfor'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. APPLICATIONIS 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, agen', architect, e • neer, general contractor, electrician, plumber or builder Name of owner of premises Ad r - 1 \-C% '1 P, It • ` 4 ; -I / ' (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. ,,_- 1101 7 0 - 10170 1. Loc. ion of land on which proposed'work will be done: • -i A4 4/(J le,r) ,tet 4--2 1 0 id House Number Street '°'- ''Hathlet'«'.')C ILAS County Tax Map No. 1000 Section3 Block ,�3s1r,^t(/' i n,+ .f-s�, rr��,: :.;Lot Subdivision Filed Map No. Lot 2. State existing use and-occupancy of premises and intended use and occupancy of proposed constr ction: a. Existing use and occupancy - /A/ CCF_ P4/17/c y b. Intended use and occupancy V 3. Nature of work(check which applicable)(New Building Ad•' - Repair Removal D'arroli-tion ther 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 d-f existing strrfctures114: 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' Re Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated / 4 G 12. Does proposed construction violate any zoning jaw, ordinance or regulation?YES NO y 13. Will lot be re-graded? YES NQ 'Will.excess,fill be removed from premises?YES ,NO 14. Names of Owner of premises Pec(4.42/L 7, /Address . . Phone No.7/67Z 6 53 8� Name of Architect 5C//ti/,yQ--f'L pZ-,:r. , . 'Address - - • . .‘ - Phone No ,y 5L'Q-/ ,P-i Name of Contractor - Address Phone No. 15 a. Is this property within 100 feet of'a tidal wetland br a freshwater wetland? *YES NOY * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE.EQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO 1%( * 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 ,0 ' * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSvfeo L� • - •./(4,4yZAL ' ' , -ing'duly sworn, deposes and says,that•(s)he is the applicant (Name of individual signing contract)above- : (S)He is the - (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have,performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. S or to efore met %� ' day of -e�t 20 11 NA:so\--'ft, NEE D.BUNCH York Notary Publics Signature . • .plicant No.01803185060 Ottallfted in )Of b Conutgeelon Evokes peril 14,2.__. sUFFCZ Scott A. Russell fSTORMWATER c D MANAGEMENT _ MtA\1�A\G SUPERVISOR � r 421 53 955 MSOUainRoaad-OLD OSOUTHO D NEWYORK911971 Z '�� � 1 Town of Southold • „r 01- FEB U'FEB 18 2015 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) } ❑ m A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. i ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ ' pzeparatio_ on slop hich_ixceed 10 feet vertical rise to 100 feet of horizontal distance. ❑JD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ it E. Site preparation within the one-hundred-year floodplain as depicted • on FIRM Map of any watercourse. 40- F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. * If you answered YES to one or more of the above,please submit Two copies of a Stormwaler Management Control PIan and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T.M. . 1000 Cate: APPLICANT: (Proocrty Owner,Desi. ofessional,Agent,Contractor,Other) Dstrct �s�j T NAME � .1 w � •� T Z b6 31 , 0�`//J>// � , etro Section Block Let anw:urd *.n:k•FOR BUILDING DEPAR i•tE LSE ONLY ContactInrormanorr IZI3 yies- Revtewed By: N\I 1/11e- --- Property Address / Location of Construction Work< - — - -- ,[� Approved fcr proce,saing BuiidingPen a �1fO�_-- '7 l`v --- / --- Stormwater ivlai;agement Control ?Ian t' t-Ri Lired. Gam_*T 7. / l_4 _l.,��_v_ - - -'- ----- - StOrtnwater Yl i^nt Cor,tiol Plan Reruireo. _ ._'-____ (r= g, e g r ' r>vard is Fns t��•r�:t;,L`e[;:. :ici:t fo:Rcview; tvfzm f:v:CP - `:" 2t,I�1 APPLICANT. S.C.T.M.#: 100! ""'- (Property Owner,Design Professional,Agent,Contraetor,Other) �QStiEFQ/`.-• CHAPTER 1.C TE� G3 6 3 I o‘ Stormwater Management Control Plan CHECK LIST NAME. ///4 Zrw�r�l<-�/ `�7i°e•' Section Block r S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application ��_ 7`d 6.me )ate: -4,.., ,: *, The applicant Must provide a Complete Explanation and/or Reason for not providing Q�I��//� t , all Information that has been Required by the following Checkiutl Mj, �IIC 5 h,: I • u.. I. A Site Plan drawn to scale Not Less that 60'to the inch MUS YESc NO I NA If You answered No or NA to any Item, Please Provide Justification He;-e' show all of the following items: PIf you need additional room for explanations,Please Provide additional Paper. a Location& Description of Property Boundaries i ( - b. Total Site Acreage. 11-1'1"! ' Icitixi)AiiH trig SEDIMENT CONTROLS c. Existing -Natural&Man Made Features within 500 L.F. • Shall include but not be limited to: of the Site Boundary as required by§2.364I — ��,—� A well maintal -.1 d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. ' ' �(-1 Wire Backed cift l enring,stabilization& e. Limits of Clearing & Area of Proposed Land Disturbance. I ' 11-111111 ' i. Existing & Proposed Contours of the Site (minimum z Intervals) MB . , Seeding of dosed /or inactive soils. g. Location of all existing&proposed structures, roads, i ` driveways, sidewalks,drainage improvements&utilities. l - • __ h. 'Spot Grades& Finish r loot Elevations for all existing _ DRAINAGE INSPECTIONS ARE REQUIRED proposed structures. `� ____ - - : •, • - .: :e'ore I. Location of proposed Swimming Pool and discharge ring. lii iSa�kflll,Ott Provide-Engineers Certification i Location of proposed Soil Stockpile Area(s). I `i =':-r.- that the drainage has been installed to Code. k. Location of proposed Construction Entrance/Staging Area(s). i sI ITT' I. Location of proposed concrete washout area(s). { ✓ if m. Location of all proposed erosion&sediment control measures. III I 9. Stormwater Management Control Plan must include Calculations showing • that the stormwater improvements are sized to capture,store,and infiltrate 0„."* ...m....... or-site the run-off from all impervious surfaces generated by a two(2")inch AIIIMMillUMIN rainfall/storm event. 3. Details 8.Sectional Drawings for stormwater practices are required for approval Items requiring details shall include but not be limited to: ---i a. Erosion & Sediment Controls. _ II b. Construction Entrance &Site Access. _ - -` c, Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g.Infiltration basins,swales•etc.) l,._ MI, ' .--.--yi,.5" '-'' Int)R ENGINI�L:I EPAR,TME USE ONLY"' - 1..-- Add' t t e0 -PLO.) LO. C 3 :�. rtlonal lnformatioel is Required. Reviewed & ` / ►.a1. Storrrfwater Management Control Plan is Not Complete. Approved By: �`r ✓/ .lam I . y4 Storrriwater Management Control Plan is Complete. rm.Date 3/37(6- I SMC has been approved by the Engineering Department, • 1 4 FORM ' SWCP Check List-TOS MAY 2014 REVISIONS: I I ) l I I -�-I ,.I'. r , l' L I I — - — - — - — - — - — - — - — - — - — - — - — - ....\-- - — o moo■ — __iIAii . 4.111111.1111111111111.111111440•0110 En I 11111-.1111....1 NM NM Illibk•.-11111i ' 1411111111111111111111111.11111111111611.784"4,11 itir- ... 1114; ,440111 st II.% - 1i1I w=ir! O1. — - \ 'Mai I!■!I�!I!�!I!l!I! _liar! I UV It - _ EMI t —_ aD - — — r - r i d r- r. K [ - -� r — ' if) s — J_.,..;,1 s s - — ■ -a 1T11 — - �■ll. , a, _! • s,. h 1 �. 1 (• � b s En �Pr fl — ■ISI■ ®-�3i_, Cn ` —— C� I --r s_-. - .) - tse •6 - - - - - , I III'-* __N� pp [ -I t I - i w Ipl s s # W I I ,- - -, ); s - - mss— - — s 1 LiiiiiiiII , — C7 t�,/ ■ice _ _ _ — o _ l el le rill — 0 -1 M MI. V _ _ — \ CI) E...4 2 w � .i PROPOSED NORTHELEVATION w SCALE: 1/4" = 1' N II II ( II I J � I ~ - _ — — 1.11111110113101.11.111.11 Oa'. T = i -- — _ .� _ \ —, — F — — — — ' !-- _ — _ _ — - — - — 0I1Iii 44 — — .�i.4.4. 4AL.�����i�� �i� i � � �i� — z \ - - lliliMIII-III.III.III.III-III-III.III.III.III.III.III-III.II1� IImII1.r O Vp . -, 5 EXISTINGN0RTHELEV1TION1 - : - - �_ � o CD SCALE: 1/4" = 1' o - — -- c� I ,_., w L_ , L — F1 - N — - \ - — — — _ --- -- — ( PLUMBING — — — — 1 f - ALL PLUMBING WASTE - l — - \ - — -_ -- &WATER LINES NEED --------- TEST;";G BEFORE COVERING - - pp o - ° en m O I _ 00 ' x0 to ____� _____� X o — — - U je hi-11.11 — t fi L � - - - - - a I� IN in. n _ I,! — czt N. x I cs m iiiiii., 741 c ^ PROPOSED WEST ELEVATION I, ` WA --"----Ar-) °) 4a:1) w PLUMBED' CERTIF1C�i ` (1‘1\ tom oat C) LEAD CONTENT BE r — — - — imam. SCALE: 1/4" = 1' -� - \ - - _ _ c.,. :rF'��'::��-ATE OF OCCUPANCY i S-i>Ehli3EDiNWAi-ER ''DP 1:1'.‘:.'''se.71- P ir.:(1 1'C 7- t _____ - imill (4) IIIII. /1* i::->,'C E_C.--b 21/(.: Cr 1 ''',_, I.''110. co) -4 FRAMIN3 L �: i4.SURVEY - O Io:,' Losi:-.-nat‘i ' 41 cull) --------- - t, - HAS BEEN .. J:=G ED, — jam APPROVED 4,4 ---- — — *, Dr ,E _ S B.P. # `' S - \ , I ?/-• li ' 0.1.11111 g A�, r. .tea n ELECTRICAL — - \ ( aIIIIIIIIIIIIIMIPIIIIIIIIIIIIIIII �'_ N NOTIFY BUILDING DEPARTMENT AT � � � �H REQUIRED 765-1802 8 AM TO 4 PM FOR THE 1.11111111.11.11=MI 111.1111.1111.1.111.11111.1.111I. M111111111111111111111111111111 = FOLLOWING INSPECTIONS: _, U ... 1. FOUNDATION -TWO REQUIRED tSt":tl`•�!",f'C!n,�"£'t;�`tO�u�s AWE>':E��1°:?'� 0v) inIII C -FOR POURED CONCRETE � ` i21is �t '"'5`'`' ' or8 r .., , ,. ,IIIII NM�' 2 ROUGH FRAMING,PLUMBING, BdCi:i„i "'uG Engineer's i;orti IL'i;r�ti A STRAPPIi�G, ELECTRICAL &CAU!I:,";; that the drainage has be�enin.tte..ed •to Code. - - — _� . 3. INSULATION 1111 . 111111 = ■■1111111111111 'C7' , 4. FINAL-CONSTRUCTION &ELECTRICAL =1111 gill MUST BE CO"M7LETE FOR C O. •gl, ili ALL CONSTRUCTION SHALL i',, T THE TRUSS PLACARDING REQUIRED !k' - �� 1=6 REQUIREMENTS OF THE LOGES OF NE_ — v` !' 0 YORK STATE NOT tt,zS P:. �S�BLE FOR a ..• — - — ________________ _________________ .a. ,. . ::: smoust bit - DESIGN OR CONSTRUCTION ERRORS ' •4,L =� 4 .. .. V,`�QV4 •�C>v. 1# • " W.. • 4 • x'4'0 - . •. . . ® . k , ,e _ A� DRAWN: MH/MS ' i'. ; ) y. viiriew s'SCALE: 1/4"=1'-0" JOB#: EXISTING WEST ELEVATION February13,,z°I4 ';; �, ,� "_ j`� SHEET NUMBER: SCALE: 1/4 = 1' ALL 00 A. 1 PAINTER TO PFZIME AND PAINT A DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. r ,i 'TT' 10. T AT 1 ,'fir .1 •. REVISIONS: I I ) l I o � I -e `.-.2-1 ' °.r i :,iiiiiiiwmimimirnimmimmio . . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _.N. _ _ 1; ,41.1 1, IL it ''''''""'" '"'"'"'""""s"'""""""""""'"'"""""""'"""""""'""'"'"w"..,...‘ _ ,,___ ..iv ., ..:adaiiii... I.; Olt "Imolommon........1...:411110111-11;%iiiii..-''' .-..' -,..............a.......................m.................................-""-- .11! l*Iiii...... _ ________ ...A.............116..., -4''' - -- - - "_ 0- -Miiiiii,,,,.... — - \ - — I■Il_illl■III■III�II■I � �i�ll■I .■ I�i - > '1 �_, - I r ' ' I — � r , iO Ir — I -- ------- —--- ----. —. — ( I I — NEB 2 11111 I• •I• r1 = — i _ li - Oa W x O di - - \ - - oma PROPOSED SOUTH ELEVATION ° WW �� SCALE: 1/4" = 1'______ � =i ,.....a. , Far s zIM I !� I O I' I I t11111111111. I r- Sae - - � — — — — - - \ - - — mils., --- - 1 1 T " u R — — IIS. — is ■■ — ,� • ' �� III vL.a' C/� • — �i� �1� NMI ,_ _ >I � ■■ — - - \ - �I�i�■IIS■IIS■III■SII■�I�■III■�I�i�l� iiirMWITTIFII � �;I;�;I;�;I;I�- o ›.., F-I--I - .o. � Io z -co _ . _____, _ Eno mu .0......n Nig . p4 . _ MB . : -INC•wimik ___ cd 4 / ,_ _ Ill -‘ „5„____ ... . .. , ___ ____ ____ _ 1 .4.0.= • 141101.011111012, :ir) Ctf:1-1 P FT.4E-' CD . • aa _.„..... ____ 1 ,, EXISTING SOUTH ELEVATION - - \ _;4.:.:7:77:7;,.:1_ y = Q SCALE: 1/4" = 1' - - \ - - 111 II 021/11.111111 ftlemptiMiligijinoj III■I� . 1- IIIMIE ■I■■EN II -� low. 11111111 .' m ill OC) IMI ONIMM.M. o a 717 �iliar n o o v iiiii :Vow 11111111111111111 O e-, Pg - `O -O 4 suoi!ra ,_, i� U o .MOlatemisatiori xAinairlinite - - - - — IVla U 4,i,i PROPOSED EAST ELEVATION F,, .o0,., („-,.-.). ,_., .4.._, Ln T SCALE: 1 4" = 1' U `� - - - - - - - - - - / N Eir4 ... ...ig_ _ _ — - — - — = — l H • -- \ - — 5. — — — — — — — — -- — — — — EMI 6T-1 Z r- cao) - P4*-T IU - U 1 ,,„„ .,_. , _ - NI .,, ;, ' r i r I cki - -- \ (� - - U co) V) — — r-' r 1 I l—__ I' I 0 C4'17-1. /"ra -.:j I ;i" ic. 5f DRAWN: MH/MS '` 1 Nt a SCALE: 1/4"=1'-0" EXISTING EAST ELE\IATION .r� JOB#: SCALE: 1/4" = 1' 014 t �f1 P February 13, MB y,;, 0,22V1/466 ; SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS —2 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. NOT T p,.i L / N r, ..'i °>T Bill BEE s REVISIONS: A 20'-0" 10'-0" , 19'-11" 6'-9" 13'-3" 6'-4" 13'-7" ® , 11,-0" LEDGER BOARD TO BE FASTENDED #6" 1 C-0" NOTE: TO BUILDING WITH TIMBERLOK® ,_ __ __ __ NEW FOUNDATION HEIGHT TO BE ADJUSTED SELF-COUNTERSINKING SCREWS \ ' - ' 1 .^ IN FIELD FOR FINISHED FLOOR HEIGHTS TO BY OLYMPIC MANUFACTURING i �[�_;_ . 1)?XS ACQ GIRDER - ' co, BE FLUSH (2 SCREWS®32"O.C.) I 1 1 i i ' i 0 I ' \ \ \ 1 I 3'-0"x 2'-0" ~ 1 T� 10"dia.CONC.PIER ' ;� 3'-0"x2'-0" ' ' ►• ►•_ "' w/2'X2'Xl'CONC.FTG s s . ""t o• a' -d-r: 7i- 3-8-r-� ..,."'-,-..-Illi- b-d--t -z a- a- a-Z a- L-r--t "r a.:Fry 41 • . ''" . v 4 - . . • 4 . p: 1 3'BELOW GRADE(TYP.) ar . n` . �� . t>4 - - . v k4 - • �• • , V • • •. • • •. 14 - t• y-•) (o .1I I A• _ 4 11 �\ 'pQ . I ' II) 1- a , 0 a°i' V ti, CRAWL SPACE 1-Ni + a°.'I,r6" "-d- oh. ''e #5 REBAR @12"OC 111-7/8"T11560 WOOD-I FJ @16"OC I : -I-- - r °-1 . ,� • �(� Q &AT FTG. (TYP.) / ' °�' ' ' FFA.,' •-'tea--Q', - -r =5�' -�a--Q','6--• ' I -I , .. VIII /, �1 � • � fI] (� I ,�° I ` - ' ,-- �- p WALL DEPTH TO MATCH d , 1111 / I ' • i DUG OUT BASEMENT 1111 a �• 14 v-- lull / I@ 7 C d- 1L �-g., I ,1!_ - - __(.211;.3/4X11-718 ML y_ y-� I °d _ O ^ _-CO1111 C _ (0 I 1111 / C D +_ ' '1----, '' H Q lull / ../ ;- ra #5 REBAR @12"OC_ ,, • 1 rn REMOVE EXISTING CELLAR DOOR iv /11-7/8"TJI560 WOOD-I FJ 0.16"0C 1111 ^, &AT FTG. (TYP.) _ • = o ^ AND WALL.CONSTRUCT NEW x / \---111I / q I I I II- p' °- O WALL AS SHOWN WITH ACCESS g o cc 11" �'1 0 EXISTING ,• LADDER AND REMOVABLE Lai. u l I 5 w, / 111 ,Er_ __ _ I GALVANIZED STEEL GRATE. a ' ' nl {/ ,: 1 PROVIDE FLOOR DRAIN AND POUR 2"SLAB OVER- z .__ 1711 __. X11 / �j EXISTING DIRT - - --- - - CONNECT TO DRYWELL(TYP.) O J IIII / Z , (� O ._G 1111 X a/ I _ J ' - �\ 1� 'C� r- N 1111 1',1 / F' 1- • ft ,'.7a1 i"1• . 1.0 5 I ^ 111 I -✓ O —!�J -- ♦ Y:4:4► • _ IIII N / LL. - .:44••�•• ::+::♦ ^V'�y n IIII �-'! ������i�����O�d�iQ� A I e x ry / a I -�N Ps��000i�i0i!�!�S4 .n cr lull - / W ktilitra ::::::--m-IT IT °"--, I _ WLI�. ^ 1111 •• 1 + 0) 0 \ \ NI- iiii Ll I •������w I Z 4 tf N - —�- - (2)1-3/4X11-7/8 ML - /�- — •�I 2'-6" I i D \ / i w r. - a ' / Z [� O O , ---IIII / m , ,1 .la° ..a----• / o ACCESS -0 h. 1 I — --4- ' 1111 / zDOOR 5'-4'I n PO V ^I ii;; /11-7/8"TJI560 WOOD-I FJ r7a 16"OC / 4-) re) O (D 1111 1111 / Q 111 QO N IIII / I \ X .____1111____, / b O N O q 'nil 4�C4X1/4 STEEL COLUMN / 3 I G.C.TO(UNDERPIN AS REQUIRED -- m lu 3J-6"X3'-6"CONC.FTG. / AND INSTALL 24"WIDE FOOTING, p • N I EINFORCED WITH / - — .4 eG ,,,, 1= 3'BELOW NATURAL GRADE _ ( )#5 REBAR EACH WAY / a , p u,i� 5 (7"oC) gyp.) / _Z PRIOR TO CONSTRUCTION. EXISTING CELLAR "1- ', __�_lilI W __ 1 / °- REVIEW WORK WITH ARCHITECT e An w,�T • / PI AFTER EXCAVATION,PRIOR TO — 111, r Z POURING CONCRETE. _I N 1111 3 / D — 1111 / I'-'6' p 19'-11/4" 10 X 99-91/4" / Q.) M ' ' i II E / V1 1111 •• / — ,� -4... 141+1.T,I / O Q1 ' "-Hill i O I '4 \ --- - a Q z , D� - 3'0"x2'011 • CA 0 O III o .• v `#5 REBAR @12"OC �1..� � \ x /11-7/8"TJI560 WOOD-I FJ 016"OC a°i, I -& AT FTG. (TYP.) `v 4 Q / 0 d4, 4'-31/2" / II) 5'-81/2" , I� °', I 10'-0' / I o E1 Al, ' g, I\ v1 01 °�` VI 'pile, I I _ EXISTING I I I .--1 w ° p- 4 •'� nwi 'Y z a- Q-4' -- POUR 2"SLAB OVER -- I • • 6 11 '' A `^ a p - • a d u EXISTING DIRT •4 'IA ^ Z a.Z -'7 v O Z 1 1 1 1 1 {-1-� \ \ \ ` -ds'd�. .� d 'dp- .?Y d'-d,s9" .2Y .d I p H gyp.Q NOTE: zp v Z v p p cti NEW FOUNDATION HEIGHT TO BE ADJUSTEDU 1 Ov L •t, o v F- IN FIELD FOR FINISHED FLOOR HEIGHTS TO 20'-0" W 1- O o v ;— o 0 1 BE FLUSH > 2 ~ • A, Q-o U Z I 4� 1v o I NIq ry I PROJECT NORTH FOUNDATION PLAN 2--$ ' v_i o N cm c) F• O • SCALE: 1/4" = 1' i -- I I I o N. v \ � � CO a 1).PERIMETER OF NEW FOUNDATION TO HAVE A 10"THICK POURED 5).PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES O UD CONCRETE FOUNDATION w/STEM WALL(SEE DETAIL),3500 psi. ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR w u HEIGHT AT 9'-0"+/-(TOP OF STEM WALL TO MATCH TOP OF FIBERGLASS SILL GASKET. y i v \ EXISTING FOUNDATION.EXTERIOR OF FOUNDATION TO BE r-1 DAMPPROOFED N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, O d4l•, E. COATING. (SEE PLAN AND DETAIL FOR REBAR REINFORCEMENT) INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A EXISTING PORCH c MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO " 2).PERIMETER OF NEW FOUNDATION WALL TO BE ON 24"X12" BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. Li-) U m _- V, CONCRETE FOOTING WITH A 2X4 KEYWAY(TYPICAL).FOOTINGS Cs '� TO HAVE 3-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE oo E v UNDISTURBED SOIL(MINIMUM 3500#CAPACITY). BLOCKING AT 8'-0"O.C.AND MIDSPAN. 1 0 W 3).EXISTING WALL,PARALLEL WITH STAIR,TO BE UNDERPINNED WITH 8).INSTALL SMOKE AND CO DETECTOR PER CODE. 6 P"' A 20"THICK POURED CONCRETE WALL WITH 36"X12"CONCRETE FOORTING(SEE DETAIL).EXISTING PERIMETER WALLS TO BE UNDER- 9).CONTRACTOR TO REVIEW EXISTING UTILITIES(HVAC,WATER,SERVICE,etc.) INNED(VIF)WITH 24"WIDE FOOTING,3'BELOW NATURAL GRADE WITH OWNERS.PROVIDE BID TO REPLACE EXISTING(VERIFY LOCATION). 4).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED 10).PROVIDE ALTERNATE BID TO REPLACE FOUNDATION. iiii.41 FILL.INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS W ADJOINING WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD r , U BE SQUARE AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET O THE CONTROL JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN I POUR NEW 2^sus 2X4 ACQ SILL PLATE ONE-FOURTH THE THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT OVER GRADE TERMITE SHIELD 5/B"dia.ANCHOR BOLT I cmT4Cl1 SPACING SHOULD EQUAL SLAB WIDTH.MAXIMUM JOINT SPACING FOR I UNDERPINNING NOTES: SILL SEAL w/3X3 SQ.WASHER.NUT _ 246_0 4EUPL I 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 FEET. I 1.NO VARIATION TO STRUCTURAL AS SHOWN ON THIS DRAWING OR AS `I I EXISTING ::1 - \ I N ...- NOTED,TO BE UNDERTAKEN WITHOUT PRIOR APPROVAL FROM ARCHITECT. 11 I^ - y • II , 2.CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF FOR THE STRUCTURAL STABILITY AND INTEGRITY OF THE OEXISTINARY G BUILDING - - ®RKS AND I EXISTING "G AMPPROO(UG M II I , I .,/ THROUGHOUT THE DURATION OF THE PROJECT CONSTRUCTION. 'g; FOUNDATION I I I = MEMBRANE - •A 2X4 Ipri - Hit)i t) L.__ _ TO GRAD = I Q, I No.5 REBAR „ 3.CONTRACTOR SHALL ENSURE ADEQUATE TEMPOARY SUPPORT OF STRUCTURE • I •- IIII I I(I - I I—`-�I I I I (I �° VERT.@ 4'OC DURING REMOVAL OR EXCAVATION OF ANY STRUCTUAL ELEMENTS. INSTALL(2)#5 DOWELS I I I I III ° �^—(MIN.24"LONG)24"OC I g 4.UNDERPIN POURS TO BE POURED IN STAGES AND AS REQUIRES.VIBRATE - ,-' I I I I 11^ a (�IR I I ,.• No.5 @ 4AOC STAIRS N I Q (n CONCRETE TO REMOVE EXCESS AIR POCKETS DURING POUR. (�1 , 5.ALLOW MINIMUM 24 HOURS FOR CURING OF CONCRETE.GROUT OUT ALL I STAIRS .. ��No.4 REBAR O III '6 i JOINTS BETWEEN EXISTING AND UNDERPIN WITH APPROVED CEMENTITOUS 0 -20�• (I ERT.((121 OC FOUNDATION HEIGHT ., •\ CD NON-SHRINKING HIGH STRENGTH GROUT. _ TO BE ADJUSTED FOR !! I D III NEW FINISHED FLOOR I I I_(_ 6.REPAIR ANY DAMAGED OR DEFECTIVE EXISTING FOUNDATION WALLS AS TO MATCH EXISTING III 1/2"PREMOLDED FlLLER STEEL:60 kzi REQUIRED. ' ••• a No.4 REBAR _ - I CONCRETE:3500 psi lo •', 1 HOR.Q 2'OC1. AT PERIMETER OF SLAB 7.REMOVE ANY TREE ROOTS ENCOUNTERED SURING EXCAVATION. ''_1 1 1 1 1 1 ,—J D =No.4 REBAR a — 8.ADJUST EXISTING GRADE AS REQUIRED TO PITCH AWAY FROM HOUSE ' C /C1 1'OC e.w. I :. Q \ �. —I I I IIF pr 4"CONCRETE SLAB ■ MINIMUM 10'. �• �• �• 'A !!. — • • - _ - - •L \_11- 'III 1 1 1 1 1 III 2 I _g #5 REBAR 111.1 i I 1 ,,1 '',, ••'�'1 d, Ce- *�.. cEI h. I iI 7 I `STEEL:60ksi 36 I 1 I, s 'II III IIII- II I�I _IIIII_1�� / 5' ,` A C...• a; CONCRETE:3500 psi •'III 1 1 1 1 1' '"''=11111.---11111,...—'-' { •'-',1‘- .t+ i .,", SOIL CONDITIONS ASSUME SAND AND GRAVEL #" s' e� '. BACKFILL WITH CLEAN FILL. 4,-�� • ' '!'", "�„', .4%, DRAWN: MHS MS 0 I J1-771-171,,FIrler' .;, 7 JOB#: L ; February13,2014 A = "a SHEET NUMBER: A.3 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS- l , ;. It ii _ ' _ 1 REVISIONS: A 49'-11" / 20'-0" / 10'-0" , 19'-11" 6'-10" , 9'-0" , 4'-2" , 3'-11/2" 4'-101/2" '-0", 6'-4" / 9'-9lh" , 3'-91/2" /I I \ 11'-0„ , o / : I 2-TW3046 TW2636 I 2-TW2636(3in Mull) FWG60611R ' (2 2X10 DF#2 GIRDER \ \ \ I I I''I I viii�iiii./�i I �iwiiii - - - - - :iiiiiiiivl I, ��I iiiiiiiii�i� \ I \tet (2)2X10 DF#2 HDR. ' 0 `� (2f,`Z 4! R. (2)2X10 DF#2 HDR. / "I ,� _ HDa' COVERED --- --------o-- o- /Nt XN \ et : X PORCH .r / 1 O N _ " 1 6� N , BATH g T MPERE I 0 `will 3'-0" I►vii. o1 'I� 1 �( \ \ No. 1 (2)2X10 i (2)2X10 ' .': " ,0 HDR. HDR. ::.: 5'-1" 2 , real a -- (:), •,:. :. •:.•: : . w r 1 / /11-7/8"T115F0 WOOD-I FJ 1a16"OC " �/ I UP , _ I H t==; I `�' /. F o I / I�,.jujl KITCHEN co.,. .•. p 1 1 I N - ." .1I n if-:• i: lil v O r FJ 16"OC I�� I o m \ I r-� 6.._a _../ I 5 / �sr✓� ��'�% @ = ,�/11.7/8"TJI560 AlOOD-I FJ (a 16"OC I� !v r`'Ci `o p� fi+ I . / BEDROOM No. 1 �� / u[ 5- t- M y1.:,;X wN Cip „ 1 r I I UNDER WA ER(TIP) f- _c / PROVIDE IN PAN ENTRY 0 "' O I N z .e:a �. X/ I co 9 -10 3,_3,, -3 5 -101/2 .0 5 -91 ' z -3'= REVISIONS: • 3- A / 49'-11" 20'-0" / / 10 -0" / 19'-11" 6'-10" 9'-0" 4'-2" / 3'-11/2" f, 4'-101/2" /2'-0"/ 6'-4" 9'-6" 4'-1" 2-TW3046 TW2636 2-TW2636 31n Mull) \ \ s'Al L I Jr �syiii s'I. ( 2-TW3046 liiivii'€___ ____ _ 1rii�ii..—.1 141 -1277777777711 ISI \ c} (2)2X8 DF#2 HDR. 8 / N 2 HD, !ill F - (2)2X8 DF#2 HDR. (2)2X8 DF#2 HDR. � Z / . / / / II BATH TW2636 r 1'-6X" �tNO. 5 TW2636 TEMPERED / ¢ -IE--I5 / �/���i�l�l .i�.r.I Iw /�,.�.,.�.�I % (2)2X8 (2)2X8 '/ \ �HDR. HDR. __. / / z13 -1 5 -1 5'-91h" 3'-8�/z" -,I / wC / 2X8 DF#2 CJ na 1("OC "N � % C E-"I aif) (NON-STORAGE) / r _ lE / h-� c0 CN1 'I / `y i i `t . O BEDROOM No. 4 �.��• �.�s- i dl o m \ w �Y / r. oo T� / - N / II x Na I V1 / - �"f N F - I--� AJ / N I `y /, I- UT LITY ROOM i N N o f-i / - PROVIDE DPAIN PAN /! ' 2 0 UNDER W•• HER(TYPE / I ;0 / I F� / �.I fl -. A. .�elf 39_3 5'-1011/2" I ori-, / NH i� F u� / ----- FAMILY ROOM '� / �n� 1-4.1/ li,il lii \ \ O / \ \ F-i '-6 / DRY. NIl� / - / u z / 00 \ \ %.I R• •M a° / I v2... i• . - >( / O ��������������� N...� // �' / 2X8 DF#2 C) fa�16"OC / / ` 2 �S , �Z-6' l iiiiiiii..ilii 3'-0" l i.Mi ii _ 32-0 _ L1�1QN�IQRA4E1 / p 0 0 c -00 I (2)2X8 HDR. (2)2X8 HER. - 'COII / / 4 CN / I N I - co I \5'- / ' 2XR DF#2 CI [o�16"OC co.CuS °i `O (NON-STORAGE) / �� cNl / o ,� CO . ° BATH G 20 -9 R� /;,��� 1'- 1h" 3' r �� 6'-6" 12'-9" N \ N • odf--J--) ' X - ' CA I - %hill, 2'-6" l iii�riiiiii hili olid 2'-6" :iii;.fI 4'-0" \Imk A v No. 6 .N �-► I / / / • N /1;:' / o\ 5'-1" '•iii�ii�i'iii:rill \ 2.4" Diiii///ii/ \ O Q / 1 I \ \ i/ BATH i o iss. iisos-s-is-s-ri� —� �am���lis-s-iisi _� _ N TH - o • _ No. 8 ; :- �7 Ar / 2'-2" 1 2,-2„ 1 X N O. 7 _ ' / I ;.IN0 .Jt.,��, 1--1 04 To c 4'-91/2" 4'-9" I 4'-11„ 4,-8„ - F� p co / ,.,.., 0 `13 / 8, 3, Ln 5,-2„ 8„ I �J AVMmillid - N % ills-iisr��l��l�i`iiiiii ice.. - / N \ j� �' "I W 0 / TW2032 LC % , r� 17) • N N j BEDROOM No. 5 % BEDROOM No. 6 / 4,-6„ ' �' 5'-0" /z/z///..gym €___ II j ' 11 I r / 2X8 DF#2 CJ 0,16"OC p „ II it - g (NON-STORAGE) - a I .0 ° / Cb I 2 ° .o n 01 00 / _ 11 X / 00 MO wN j II F N / �f—�» N II �t 'yr 9'-61/2" ` _ O / 2X8 DF#2 CJ @16"b� , 'N / `�' I I (NON-STORAGE) / ;; O IN ► (2)2X8 HDR. / (2)2X8 HDR. . N i� IIN N CV N / II I m 4 E \ \ \ iiiiiiiiiAI I f Al - A \ \ I // 4'-0"OPNGo m v v TW3046 TW3046 1 / FLUSH HEARTH OFFICE I II <\ ,; II II o Lr1 ^�, 412, H COrn � o � II O `—' X 0 ;V" II u A / I ,i � w2 �d • mo (1) In .4c.12 o/ r{ �p ° 11 I-i W,J V = II o �. N w Ii m v N1Ias S. .� II U N y I ,--1 E co I ALL EX.WALLS I' rn c`' (2)2X8 HDR. n �1 Cn IP (2)2X8 HDR. TO BE REPLACED �I N \ I I II —I IIITW3046 TW3046 \ \ \ o W III ,. HI I II P--1 / 5'-0" �, 10'-0" / 5'-0" / 4'-31h / 5'-81/2" / 5'-0» 9'-11» XII 5'-0" " II IIII / \ II IIII I / 20,_0„ / 10'-0" 19'-11„ �� / IIII / \ �� mili W II ,111 ,, V49,-11" 1111 1. IIII \ II/ III / ` II OI r.T4 c.n ,\ PROPOSED 2ND. F LO 0 R PLAN 1).REMOVE EXISTING FLOOR,WALLS,AND ROOF. 2).NEW PLATE HEIGHT AT 8'-0". 7).ALL MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. EMMilii N SCALEi ALL : /4" = 1' (1950 SQ.FT.) 3).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. $) AND X4EWALLS AT ROR AND INTERIOR WALLS.2X6 WALLS AT R19 13. 1 4).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 9).INSULATE CEILINGS WITH R30 INSULATION. C+ V 5).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. PROJECT NORTH OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING. BATHS TO HAVE MOISTURE-RESISTANT SHEETROCK. III <C 11).INSTALL SMOKE AND CO DETECTORS PER CODE 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. A _ f IT Ery °° ..4 . V , -,4- ,;./ 41,040.1.74 diti; DRAWN: MH/MS QF '1',/" .,',.::,i) $t SCALE: 1/4"=1'-0„ JOB#: ', ' �� ,s��w� February 13,2014 Zt:- -13$'O,s�'-4C3 SHEET NUMBER: ""<yc ' 4°".7,3Iw o;.' A... PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL ALL GENERAL CONTRACTOR SHALL RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS 5 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: • I _v..; , . z �P��� 0 4, " t-o-' r H \ti�� �� J t � Af W 9 1-3/4X9-1/2 ML RIDGE H q 12 l9 112 Q �a� 4.1 4.5I . �e�1 6IPP Cl? 0 +1- 0 CA z 0 ILI HI V I Q 1 1 I C� N' -34X1=1/2-MRIDGE , -- I r , ^ ..<^ I I / x I 1 122 ��st+9 a _'7 6 %, �!L 17X8 DF#2 RR @16"OC 1-3/4X9-1/2 ML RIDGE �YE / C3! i _� I •s. V �\ ROOF SHINGLES w/ V , , I ��` p ICE&WATER BARRIER ce�\ JP�# A+� 1 • I _ �,�, , , %.,- , \ ATPERIMETER SHEATHING u 00 V � 113 r . ., , Ir I x I I� , I N \ ,^ \N -,i-: I I l9 I '�\�' I O, RAFTER COPPER LINER -}_ 1'' , I <<,tti ��q , ` OVER EPDM GUTTER O r `f i \ i •-• \ NOTCH OUT2X4 /1 �� CEILING JOIST A�REQUIRED ��, 12"O.H. �_i FASCIA K �_C '^ Z 1X6 E&CB AZEK Vl O ___ ___' I �. SOFFIT ct 4 1� r 1 EXTERIOR 0 CORAVENT Q� 6 i 1 115-400 VENT O 1 1 1 I WALL F-' . i I I i t w I I i I 1 I FYPON OR APPROVED O H --- ..___ I EQUAL SOFFIT BRACKETS r.-- C/) /2X8 DF#2 RR 016"0C/ (MATCH EXISTING)EXISTING) W 5/4X12 AZEK ^ FRIEZE BD. ^ 4 1� \r1Vl EXTERIOR 5/4X4 6 OPENING AZEK CASING AT ALL OPNGS. j A SOFFIT DETAIL ,. „ , 2X8 DF#2 RR 016"OC/ EXISTING i SCALE: 3/4" = 1 '-0" o co N N E Ch nai O OLn ,�-I v ,„ � 73 X � • PROJECTNORTH ROOF PLAN -83 2 0° L t SCALE: 1/4" = 1' v 1v 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.. 6).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING E v MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. V ch c c1] 2).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE N WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND COMPLETE. REMOVE EXISITING SHINGLES UNDERLAYMENT W DIRECTLY TO THE DECK ALONG EAVES. REPAIR/REPLACE EXISTING STR CTURE,TRIM 7).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. EXISTING AND SHEATHING AS REQ ED. 4).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT 5).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS CUTTING INTO SHINGLE SURFACE. ,, WITH ROOF AND SIDE WALLS(TYPICAL). - - W H ciii) i V 44 O ckifilimii N N HOUSE ROOF AREA: 2556.7 SQ. FT. 1111 ,1 1L1 1JJ i . V cn C I.2 AT 100% WATER RUNOFF: 427 CU. FT. ./.. - PROVIDE PROVIDE (2) 8' DIA. X 6' DEEP DRYWELLS [TOTAL DRYWELLS CAPACITY: 507 CU. FT.] • ;. i . N iti7- ?, exA „d, DRY WELLS TO BE 10 MIN. `t -� DRAWN: MH/MS rIp. AWAY FROM HOUSE `', '' SCALE: 1/4"=1'0" /� JOB#: ill c c 0 en � • p.7,)4, February 13,2014 ',,,;.;,::..;,,,,>.(,),,-2:.,,,334:1.:,. SHEET NUMBER: ®f. s r'4r1 A. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APP MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE INCLUDING BUILDINGROYAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS 6 AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: , E are Vrion45. ' - ...r' : Compliance Certificate 12 _ 1-3/4X9-1/2 - ;,¢,5 i :i ML RIDGE — -- +/ _ ____ 2X8° NON-STORAGE ATTIC Energy Code: 2010 New York Energy conservation _ — _____ Location: Suffolk County, New York — _ - — is ' 4 e 2X8 DF#22 CJ @16"OC 4i f Construction Type: Single-family I { y IISi . `ec Type New Con 'l uction - I rn Floor Area: 0 f CO I H O BATH O U_ 1~ Glazing 16% 1--1 E" W o . INo. 7 I. ceZonle: y HALL UTILITY ROOM H Per4 OD - O ., W cy y 12 Permit Number: low t t c*. ro lEi W cn Ci 1 E I _ rLe11"fA enfi: i€ r e C I1 t�3i f= _ 1«r. �1 . .. . .. _� Z r.14 DEIPtTa�s Schwartz. [t - - \ - - /I 3/4"SUBFLOOR e, xaRR @/ -- N 1-� =7570 A Fir I 1 ';2X6 0 @76"O j W MAIN �� _ .� :�33 - I< I 1I i �� i 1 , ,i _ a z Er MARION �1..- ue NY - - 1► - - ! 11-7/8"T11560 WOOD-1 FJ @16"OC �� 1 '"' « (2)2X10 DF#2: (IA Q� �. !>Qrr3nh Ing uiI - GIRDER :1e I MIIIIIIMIIIMMIIIIIIIIMIMIMIIIIIIIIIIIIIIIIIMIIMIIIIIIIIIIIIIMIUIII BATH ® ® 1 O ZO O ,. , _.. , :71.7771'N::,,. ,.., . � t ;' .y ��■ No. 30 y y HALL ENTRY v>... ,-..�t.. .a ;s.° 3.,:a.:=7.., ,ae�n..a ,,x�@ ee,kat? .+�<„w.:,..`>. 'x .. ,. _»..>,.,.<,..,,�s'``.u,�`',.�.<,v<w,..,w,�.s�"aaa,ee.zea+�as,�,.•.^"5 .«,...a,,,a+:.�a:aaxa:.a .a.:,.>.>.>>>.A.. ...o•,... »..� 4�a,+''q`°-"rO°a°>.w�.a>�t:.�<.Lmaa'�w,n.,sas.4�w:s... .a>...m'�.:�...<..<..��..>�>.,,;•,.v...a.c..A:�.,...^,..x.w.,.,>.»>...,.n.,vva,.�s..•ys„�.,.x�>»<>mavbe>esaw.�>avae•>..�..e e:*�..s:.. :>m•>av,.v. x. � II. IF.. � I c rpllan : 0.6%Better n c aximum: 1"A527 'fair UA ,H y n� 44 . „., orThan c J* . how tSarnofio ! lo h1e*1J on cock"4f1 i~—. S 1 y .a N i ars*Aimr of s o• 'el to s mem hor400. pW xy (2)11-7/8 (2)lla/s F _y m. ML ML 1 m 5/4'DECKING. Envelope A S m ies - - \ - - - 2X6AQ @ Oc , � B IN 2+ 1 '':111 I " n 1 cii/1 n t 0 , , , ; • ; ,E. , :o .. .„ :.: ••.. :. • ,...� ' a 4 1-3 4X9-112 ML GIRDER r� fir,. e. , x. :'` `ur° r.. •n ,� Ao V E . „,,,, ..., x ... `,,,i„1:-•,"„.< ,;,..,u,„<,�. �� ... ,: to - ;�.��� ;�. �� 11- ODI PIER1.:,,,,i ,,. r � ,��� .� `; � .�i� - �� n 7/8"TJI560 WO .c , el, y,•. < ,. —■ ,.;.._ 'rise ode n !, FJ 16"OC 4•i. $ STEEL ��" "... .„....m- :;Y �x,:". �..ac..v :... ��.i,_A @ d �. P, fr, or-1:All-Wood stn.►sr -Londied Space 1.15 30.0 t�"0 0.033 3 -� - - m"a s"v�! 10"PC WALL 4X4X1/4 °'` 24"X24"X12" - �- `'� Viten 1:W F me,, 1Ee c.c. 1,255 110 OM 0.022 127 0j (REINFORCED) COLUMN $,p CONC.FTG. c. TO Window 1: Wood Frame:Double'ane E 255 0.320 E3 rn O Door 1:Solid 2, 0220 12 ':o SEE WALL DETAILS t." O Door 2: elm= 42 0320 13 • ON FOUNDATION PLAN a P4 O we 2:W Frame., 'o.c. 1..7' .': 13.0 0.0 0.022 121 - .4"CONC,SLAB .. °:• CC3 4-, ..... .. Window 2:Wood Frame:Double Pane with E 292 0.320 50 k -....-ye . .,-,,r, .r ,e 5 �•••v, s':e 4,. v` p'v��: O 24"X12"CONC.FTG. 3'-6"X3'-6"X1'-0" ^ E"' ung 1:Flat Ceiling or Tn 1,145 30.0 OM 0035 40 (3)#5 REBAR CONC.FOOTING ?-ii (6)#5 REBAR E.W. CZ: W 04 eomplra1 .Statement: The proposed building design described here is comistent with the building Flenz,spelrations., and other SECTION A-Athe permit appliction_hep sae building has deigned to meet the 2010 Ne 'York Er r gn Con r t% .Construction Code re,' uir ernents in RESch Version 45.0 as to comply wins.the Mandatory requirements listed in the Rick Inspection Checklist. SCALE: 1/4" = 1' Ksme.-Title Signature Date 4" }I� ñ I / o • ! 0/ I I 0 ` / /O 1 4. ln 1• / ' 1 • 1 / I O I. 4" �; • 00 • M �+ O lll; , )(3/, I I I I I pI ( 1L I J ' I , ' ' I , l ' '` I , lr ' I J ' ,4" aN � -61 p Report y ,t� -ppip ll ( r I I r �. I I / i i t 1 i t u o m ,-"•• 412 r Title: e date: Rt �.JFt , ( I J I I ( I I ' ' I 1 I f4 0, .Sr Data filename: CL'1U r {t e S on\D u 11 n Ec 3 1 1� s _1rC Page f 1 � ) ) I II �.�.���._ ( p X oI I I 11 1 0� I 1 I to I o I I o I � c� I I' I `cy / I if ( � II I I � � I #10 STAINLESS STEEL I' I �� I' � I � I I1 IJI � U I I ; 1 OR GALVANIZED � If � � 11 . v, QIP \•. , ( Q, i \ . 1 J11 I'�' WASHERS° lE2 0 I'�' PI 1 ` I I I I Ii ;~ � ( �,y, I , tip, ISI 111 ISI ( _ _ ( I , � Lo U 1 I ( - �� -j— ( I dl v Cn ( I I I I ( ( 12"� I - .. I I 1 12"O.C. ,, I 12" I I \ \_, ) ) I I_ i ) ‘- I ' • S ( 1 .. 51.. ( 05ti ( 11* 4 N i ) Il 1 1 • 1 \ I 1 3/4"APA PLYWOOD 11 I I 1� 1 �1 '/ 1 1 1 O I I ` SHEATHING I I 1 1 \ �/I 1 ' -- I I \, I/�, , I /Q GRAAPA DE PLYWOOD HEATHING I i / 1 ` 1 I ( I 1 ' / / ' ' 1 (ALTERNATIVIVE:7/16"0.5.6.) 1 (+�' I \ I • 1 I 1 1 / Q I I 1 •• I I I 1 �Q I I �1 /,^•J 03 I I I I I I I ( }� I I I ( 1 I I ( C> 1/2"APA RATED SHEATHING \ �� � 1 S_— ' / \ ` �I i ) I \ 1 ) l W os Y II 1 Q i I 1 ( I 1 ' I ® I ' I I ' GRADE PLYWOOD I / I J J I I ) I (ALTERNATIVIVE:7/16"0.S.B.) li -I I I `I I I I ' l E 4 I 1 l I 1 / 1 I / I I 1 /)IQ V U11/4m o 11/4 1 1/2^ 1 1/4 . "11/2 -11/4 I/ I 1 I \ Q ( I 1 l+' I 1 f / 1 / I / O 11/20 71/4 a m 11/4 011/2 71/4 1 1/4- I J_ tom -1 1/4W.0 W.C. `�.� #10 STAINLESS STEEL ,I ( ' I ppp 2X4 DF#2 I III ' I l/ I // ( 1` SINK ' e rW.C. W.C. --��3" WOOD SCREWS W/ ,_( 1 \ rI STUDS—aBATH corml Si) W.M. mow um=BATH B• H VI BA'H F.A.I. WASHERS @ 12"O.C. ) I III �I II I� .��� �-, ( I 1 ( I WINDOW SILL / \ / aC( I ( � \ �` I n 1 �1( TYPICAL WINDOW OPENING i ( o___I ___1 • I ( ( o/ I ( ( I• N 17/20 30 I I, , 2° o f l/4 1 1/4 0 3.. "2 � 1 I I � � � I!• �� 1 I G.o. ez 03 z" „g O 1 1/4 C.O. I I 0' (LESS THAN 4' 0X8' 0"OPENING) I r t I 0 I I1 I ( I �� #10 STAINLESS STEEL0.11111 E. 1 3 o--t_ 0111/2 I Ij OR GALVANIZED 3 3- -3 I WASHERS @ 12"O.C. ! WOOD SCREWS W/ 0 TYPICAL DOOR OPENING Z i SLOPE"1/4"PER FOOT PITCH TO DRAIN 4 L (LESS THAN 4-0X8'-O"OPENING) MULTIPLE PLYWOOD WOOS ASSEMBLIES0 U 2-2X4 DF#2 CONNECTEDD PLUMBING S C H E M AT I G TOGETHER WITH STAINLESS STEEL HJT TO APROVED OR GALVINIZED BOLTS W/WASHERS W 4"C.I. SEPTIC SYSTEM AND NUTS©2'-0"O.C. g TRAP HOUSE al TYPICAL MULTIPLE OPENINGS N.T.S. (MORE THAN 4'-0X8'-0"OPENING) 1.41 WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL - ; '% .0 —0 AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) r':; • ,� g,`'`, - WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" i:= AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO .414. r ,,,i,• ' n, /''_:0 COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIALs � �" ,o, DRAWN: MH/MS CONSTRUCTION CODE).THIS IS NOTA SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. - �, : SCALE: 1/4"=1'-0" ,,. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. . ,• m JOB#: HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. ilk b:) "� February 13,2014 ''sem*�,, el..23 'ri°', SHEET NUMBER: ' 7 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. BID 077 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNEC TORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. - • KING STUDS illil �` ENDWALL ' RAFTER .1 `� WALL STUD — 1 C RIPPLE STUD .7 BOTTOM PLATE '-:� :� `' RIDGE . � 10% BATHTUB -_�` :S ' LEDGER l% . 11 SISIDHEADER DOUBLE JOIST ' I 4iIJ EWALL )Ahi\\ RAFTER \\ I' . IIII '/ JACK STUDS ' FLOOR USP NUMBER DESCRIPTION APPLICATION 114 0 _ HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR CA HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOPJOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ©24"OC O WALL STUD —111•4„ r• . � THROUGH-ROOF EXHAUST gwE......1 �VENTS SELECTED ANDLOCATEDBYCONTRACTOR [�• METAL STRAP / - •;' l CRICKET AT TOP-SIDE OF VENTILATION CHANNEL Q CHIMNEY AS REQUIRED Z RIM BOARD • 0 • RAFTER 141111 RAFTERS H SILL PLATE(S) ,` WALL SHEATHING MAINTAIN- - VENTILATIONWOOD JOIST A., , SIDEWALL FLASHING / 1TOP PLATE1�• 1 BLOCKING FOUNDATION Q - ��_ 2x4 LEDGER BLOCKINGZz FINISH WALL AND MOISTURE ,�,�,,, `� 2x4 SOFFIT JOIST Zik II z BARRIER TO LAP FLASHING \ •- STAPPING TO B E ATTAC HED TO WALL STUDS ©48"OC • • ' ' AT WALL -- MAINTAIN GAP ,� ' p.m-. — ` II 1� U AND ALL WINDOW/DOOR OPENING JACK STUDS \, ATTIC SHALL FREE PROVIDED WITH A b ' FASCIA '' ' II BETWEEN WALL FINISH AND MINIMUM NET VENTILATING AREA ROOFING TO AVOID SOAKING 41NOT LESS THAN 1/150 OF THE AREA OF GUTTER FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ` . WALL STUD THE SPACE VENTILATED. ALL OPENINGS '��-II WOOD GIRDER 4111)11 ~INSTALL 4'O" O.C. �,�� SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT II 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ON ALL OPENINGS ,./ PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ONTIN. SOFFIT / EXT. PLYWOOD FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS , ' GAP TO PREVENT CAPILLARY4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS . ACTION / g EACH RAFTER CONNECT TO ROOF VENTILATION / PROVIDE BLOC KING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS . ' / 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR SOFFITED EAVE DETAIL ON ALL OPENINGS '� ', KEEP ROOFING NAILS OUT EACH RAFTER / , '„ OF FLASHING 2ND. FLOOR WALL .• ® AI. ® / r ,,' ROOFING LAPS BASE FLASHING 4 INCHES • • �- .i � '�. BASE FLASHING WRAPS CORNERS, RAFTER //'\"\HROUGH IDGE CAP OF SAME O 4 EXTENDS UNDER SHINGLES AT ' ATERIAL AS ROOFING • / SIDES 4 INCHES AND LAPS ,• SHINGLES AT BASE MIN. 4 INCHES VENT I 0 , _ , • . . . , ' WOOD JOIST I ♦ I ® h TOP PLATE /111* ' GIRDER/HEADER '1i� OA sal [-� 1� ittII I IMP. ✓ ✓ ✓ ✓ -� SIDE WALL FLASHING \� 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC WOOD JOIST 0 II W AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD 3 ' AND RAKES DRAINAGE PROVIDE HEMMED EDGES SO FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATIONN AS TO FORM CHANNELS AND RAFTERS // INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION h-�I 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" RIDGE VENT FOLDS / ALL JOISTS CONNECTED TOA FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS OONFORM TO SLOPE ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EAOCHRSTUD OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS I. DB L. SILL PLATE \\\\\\\\\\\\ C�� o +• TERMITE SHIELD\\\\\\, SILL GASKET \\ , f SUB FLOOR N °) E \\ \\ WOOD JOISTS rn m cu u // O\\\\\\\\\\\\\\\\\ / r NEOPRENE o `n a; TYP. CONC. FOUNDATION ^ CONC. SLAB \\\\�\\\O\\� GASKET ���.` ' 2x6 /2x8 CONTINUOUS WOOD PLATE Ln $ •4 DAMPPROOF EXTERIOIR 6 MIL. POLY \\\\\\ V� ` I BOLTED TO STEEL BEAM WITH 0 X o 6MIL POLY ON EXTERIOIR GRANULAR FILL e v STEEL COLUMN \,p / Ilk*Itrroi `,`, rn 1/2 " DIA. BOLTS 48" o.c. STAG. �'' Gi �' 'A A � ° a ° a D \ ROOF JACK \ a, CONC. SLAB • ° C \ <.,�,..�• 7; �� Vii., �- / I STEEL BEAM +° ,,,,�X° :l...� i°SAO .,� ANCHOR BOLT EMBEDMENT: d+ cng' ! '`'%'' !•roc,, POURED CONCRETE: 7" ` �_•: �.. ,. ;. • 4" x 1/4" x 8" STEEL s~ a� COMPACT FILL .:•_!o‘ °(•::,•r= ••;o BLOCK WALL: 15" `� TOP AND BOTTOM PLATE rn U r p ROOFING LAPS e • 4 e • p • '' FLASHING AT �` WITH 1/2" x 6" ANCHOR BOLT oN CA KEYWAY FOOTING D ° V /` CONC. FTG. r 'A • Q'p • G D' �. / USE 'WITH 3x3 SQUARE WASHERS SIDES AND TOP a ;�• •;...• „•,•. ,y��i•e : 0 ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) �� 1/2" GROUT E cu N W ^ _ •,•••.�r:.,.." ••_ :• ^ ^ .` I 3„ STEEL COLUMN I~ "`•" & IN REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I I ( 10 KIPS ) DRAIN TILE -.. ► P * ,� ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS SILL PLATE TO FOUNDATION ROOFING AT BOTTOM % .-- -. (CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC TYPICAL BEAM DETAIL TYPIC AL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC W WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. (CRAWL SPACE OR FOUNDATION) STEEL / BOTTOM BEARING F4 WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OCC ~ (SLAB-ON-GRADE) ROOF JACKS & VENTS DETAIL O I/ 'I SUB FLOOR '44 Cr) CONC. SLAB II DOOR FRAME Imo— Emil 03N 6X6 10/10 WWM GARAGE [-i COMPACT FILL ' DOOR O JOIST ' I USE 2X8 STEEL BEAM i FOR BLOCKOUT .01 �'<� `, 4" SLAB ,f ! r 111111010 /. W/ 6X6 WMMM I I SLOPE V P.T. PLATE ., ..° yatl 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT 1/2 AIR SPACE I0 ° Ve ( ) 0. 11111111111,7 �� 71/2" _ o • •e WITH A NAILING PLATE IF NEEDED' AT END AND ���" ��. )• ',p , n ° :° • ° , TO B E APROX. 1/2" OR HIGHER THAN �: : SES OF WOOD '�=���� p ° ° STEEL BEAM TO ALLOW FOR SHRINKAGEB EAMS - I_ I ° ° • 04,, 1 i�- (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) AG'ADE QQ4 e e • e ° . ���•'•_.1___•��j�. •p `�I 'A "4'. , .v,;.,:;- c c TE Ii=11E-11E11" 4 a •-:;2.1; +•� %�!` •'1=� 6X6 W.W.M. •�r - - s - - •• r - ° ► -'II D' p 'p I I=11=1 I I_I I E I I E 12" D , D ;D c �,'',�'• ^ a n a I - I 1 ' 45• A p ° II-WI SUB FLOOR ��:. °' ° •�.�t•.: `I.p `1.p /1., ° I `NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM _ ° ° „ 'D 11—E r MIN. r `� NOTCH EQUALS 1/4 DEPTH OF BEAM rI At. D °,D A I1=11 �'� _ �1 REINFORCING BAR o' • 01ST , • ice'•' • * C A REINFORCING BAR •e I -E E O°' D •► , DRAIN TILE IHS o ee SHEET METAL / 30# FELT UNDER BEAM AT POINT iL d ,' I I ° ��'� �, °.�, ° I I STEEL BEAM = -� 12" OF CONTACT WITH CONCRETE OR CONC. BLOCK _III iris'�iTi_iiI___M IiI - 11- 4' FFF��� r ; • y. ° •i �' PLATE (BOLTED TO BE �'.; �-: "" AO b o•� c 3" SHIMS TO LEVEL BEAM >`\� "$jy` a TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. '^ ®' , ...- '1" ;' REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. MINIMUM BEARING SURFACE FOR WOOD BEAM � �' ,' , `,'14 .,..0 DRAWN: MH/MS GARAGE DOOR BLOC KOUT "} SCALE: 1/4"=1'-0" JOB#: BEAM POCKET (1:2f 71 February 13,2014 y SHEET NUMBER: i ;4' 0,223.9.40�' A....8 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: wall laud JOIST DETAILS Plate nail-16d(3-1/2") wat 16" Plate nail-16d(3-1/2") ALLOWABLE HOLES - TJI Joists AM\ box at 16"on-center* on-center box at 12"on-center INTERMEDIATE BEARING Floor panel nail-8d NO LOAD BEARING WALL ABOVE �I�r-' loor panel nail-8d(2-1-2") a n Load bearing or shear wall 4- 2-1/2)common at 6 No Held evt holes 1.1/2"hole maybe common at 6"on-center* above(must stack over wall in hatched See Table A See Table B nyk ata hereIn SI. . . • • • • i on-center TableSee Tablewebout-below) Web stiffeners :over (' required each sideLoad from �- sidehatchedzone DO NOT 1"or 1-114 Trus gat 63W Blockin anelsaboveBlocking Trus Joist 1-1/4" / / Joist rim (' Blocking may be required with II ti \ See 16" D O C 6" cut or notch flange. • I' 2x4 minimum shear walls above or ' ; (' panel SII / rim board* board �`� squash below-see detail Bl 1� 1-1/ " L1 zxD 1 DI L2 zxL2 DZ I� ,� I i �� �� ! ♦ blocks ` . 6" minimum minimum 6" 1,, \` `I oe nail-10d(3") •`I 12" `i oe nail-10d(3") /� (� / ����� (applies to all ``l NI,- - I box at 6" I�I box at 6" • .� // / .00,211 holes except �� � \ I� On-center* coin. on-center / �!� • T II-II knockouts) Do not cut holes larger than ./` \ \, 1-1/1"in cantilever DO NOT Remove tongue andgroove Bl B1 . + , / Ili Table \ g \ .� .Ir/ 111 . i�\ A - End Support �� from floor anel ed es �� ! cut ho/es/n cant!/ever �� P g Boun•a . ,, ( Minimum distance from edge of hole to inside face of nearest end support/ tY nailing I� I� 1/ g reinforcement. Ip d, supported by1"e-Rim®to (2-1/2") ► (� 2x4 minimum �, PP8d Web stiffeners \, Istall proper blocking I 1 squash DEPTH T11 ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE TJI rim 1� ensure quality nailing. common at 4" to support all panel required each (� ii I q joist Convention/construction code minimum for on-center* pp side at B1W and blocks 2" 3" 4" 6-1/2" 8-1/2 11• 13" 2" 3" 4" 6-1/2" 8-1/2 11" 13" 1 se with A3 only.See Trus Joist Framers edges B2W Use 2x4 minimum squash 110 1'-0' 1'-6" 2'-0" 5,0" ' 1'-0• 1'-6" 2'-6" a'-6" O Must have 1-3/4"minimum 0 to se Guide for A3.1-A3.3 installation "See Trus Joist Framer's Pocket Guide for B2 62 63 B 3 CS blocks to transfer load 9_ln• 210 1'-0" 1••6• 2'-0" s'-o^ 1'0" z'o" z'-6" s'•o" Jul A2A3 3.2 3.4 around TJIjoist 210 1-0" 2,0" 2'-6' s-0" 1-0" r-0" 2'-6" 5'-0" joist bearing at ends specifications additional installation specifications 360 r-6" z'-o" 3'0^ 6'-0" r-6" z'-6 3'6" s'•6 110 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 1'-0" 1'-0• 1'-6• 4'_6" 6'-0" 6-0"length of 210 1-0" 1-0" 1-0" 2'-6" 5'-6" 1-0" 1'-0" 2'-0" 7-0" 6'-6" TJI joistNail Trus Joist rim 11-7/8" 230 1'-0" 1'-0" 1-0" 3'-0" 6'-0" + 1 8"diameter maximum hole Attach reinforcement 360 VA" 1,0" V-6" a'-6" 7-0" 1-0" 1,0" 2,6" 6'-6" 7,6" g 8"diameter maximum holedeep board to blocking 4'-0"length of reinforcement and for 11-7/8"-16" with connections to joist with one 8d 560 1'-0" 1'-0" 1'-6" s'-0" 8'-0" 1'-0" z'-o" 3'-6" 7'-0" B'-o" 3/4" for 11-7/8"-16"deepfiller block.Use blocking panels;6" 110 1-0" 1-0" r-0" 1-0" 2-6" 5'-0" 1-0" 1-0" 1-0" 3'-6" 6'-0" 8'-0^ CA Web stiffeners 8"diameter maximum hole equivalent to (2-1/2")common nail at Nail through 2x_,wood backer 210 • 1-0" 1-0" 1-0" 1-0" 3'-0" 6'-0 r-o" r-0^ r-o" a-o^ s•6^ s'-6" reinforcement blockingpanels;6" 4-0' length with diameter maximum for Z required each for 11-7/8"-20"deep " 11-7/8" decking schedule each corner and 14' 230 1-0" 1-0" 1,0" 1-6" 3,6" 6-6" r-o" 1,0" r-o" 4,0" 7-0" 9,0" on one side at diameter maximum for 9 1/2 and blocking panels 9-1/2"deep side at E1W blockingpanels;6" Trus Joist Attach reinforcement TJl joist web with 2 rows 10d 360 1,0" VA" 1'-0" 2,6" s•-6" 8'-0" 1'-0" 1,0" 1-0" 5'-6" s'-0" 9,6" E2,both sides blockingpanels 9-1/2"deepTJI joists. or shorter than 12"long. 560 1-0" 1-0" 1-0" 2'-6' 6'-0" 9'-0" V-0" 1-0" 1-6" 6'-6" 9'-0. 10'-0" 0 diameter maximum for rim board Blocking panel between Blocking 3" common nails at 6" " at E3 or shorter than 12"long. o not cut flanges. to joist with one Sd ( ) 1 210 1'-0 l'-0" 1'-0" 1'-0" 1'-6^ 3'-b 6'-0^ l'-o" 1'-0" 1'-0^ 2'-b 6'-6 a-o" 10'-6" *locking panels 9 1/2 deep ) ch joist.Nail to top I' anel230 1-0" 1-0" 1-0" r-0• 2-0" 4'0" 6-6" r-0" r-0" 1,0" 3'0" 7'-0" 9'-0. 1r-o" ~ ►• not cut flanges. (2-1/2' common nail at • late with connections P /'n-center,clinched.Use ib" P e 16d (3-1/2")nails with 360 1'-0" 1,0" 1,0" 1,0" 3,0" 6,0" 9'-0" 1'0" 1,0" 1,0" 4'-0" 9,0• 10,0" 11,6" or shorter than 12"long. at `` each corner `^`, H pLDo not cut flan es. Trus Joist equivalent to decking g \ � S 1/ 3- 2"TJI joist 560 1,0" 1-0" 1-0" 1-0" 3,0" 6,6" 10'-0" 1-0" 1'-0" 1,0• 5'-0" 10,0" 11'-0" 12,0" `' l 14,40. , " ♦ rim board \ " gt schedule. / e widths. -)/i` Trus Joist �` . ` 12 len hof � \ g a" 6• 8" lo" 12" 15" 17" 4" 6" 8" lo" 12" 15" 17" 1-1 •rim board ttach !` , 3/4" . 12"len th of 360 1'0" 1'-0" 1'-0" 2'-0" 5'-0" 10'-0" 1'-0" 1'-0" 5'-0" 10'0^ 11'-0" 13'-6" g••L•g��' �' "11 /t g 18"�" ,I • II � reinforcement t0 reinforcement I. n560 1'-0" 1'-0" 1'-0" 1'-0" 5'-0" 11'-0" _ 1'-0" 1'-6" 6'-6" 11'-0" lz'-0" 14'-6" E"i/ ` •ttach reinforcement .� joist web with 3 11 on one side at �I iI ,0 20' 360 1-0 1-0 1-0 1-0 2-0 7-0 10-6 ,1'-0" 1'-0" 2'-6" 8'-0" 11'-6" 14-0" 15'-6" W Trus Joist rim / to joist with 8d(2-1/2") rows lOd(3") ! E5,both sides �0 reinforcement560 1-0" 1-0" 1-0" 1-0' 1-0' r-o' n'-0" 1-0" 1-0' a'-0" 9'-6" 12'-6' 14'-6" 15-6" H Q • •% board / ,� / ••0 �� on one side at I' �� common nails at 6"on- 10 common nails at 6" / l� at E6 I� Wood p Z j� , I' a ,. 1/ E7,both sides ,I * �� "able B - intermediate or Cantilever Support ,ZA o center.When -/ • on-center,clinched. backer / 0 t<` O / / at E8 eS a"!-`��e� s Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support '-1 Face grain ..e reinforcing both 1%."‘‘ Use 2 rows with 9-1/2"• Less than tits` < ti`\e as g Pp F-' horizontal sides,stagger nails. tna and 11-7/8" 5„ Less than 1�1�ti�\e�ti� caEottt`�� DEPTH TJl ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 03 U El El 88 2 E3 E4 TJI joists. OS E7 E8 5.. Fl ca\end' Nr on\� z" 3" a" 6-1/2' B-tn n" 13• z" 3" 4" ban" 8-112 n" 13" Not for use with 3 1/2"TJI 110 1'-6" 2'-6" 3'-0" T-6" 1,6" 2'-6" 3'-6" 6-6" i;/) L 210 2'-0" 2'-6" 3'-6• 7'-6" 2'-0" 3'-0" 4'-0" 7'-0" C) joist flange widths 9-1/2' 230 2'-6" 3'-0" 4'-0" 7-0" 4 1Z Filler block Attach 360 3'-0" 4'-0• 5'-6" 9'-0" 3'-0" 4'-6" 5'•6" 8,-0" FO-' 0 with ten 10d(3")box WEB STIFFENER ATTACHMENT 110 1-0" 1-0" 1,6" a'-6" 9'-0" 1-0" 2-6"_ 3'-0" 7-6" 9-0" U 210 1'-0" 1'-0" 2'-0" 4'-6" 9'-0" 1'-0" 2'-0" 3'-0" 7-6" 10'-0" � i nails,clinched.Use ten 11-7/8" 230 1'-0" 2'-0" 2'-b" 5'-0"' 9'-6" 1'-0" 2'-6' 3'-6' 8'-0" 10'-0" EXTERIOR DECK ATTACHMENT /Gap: H 16d(3-1/2")box nails from Option#1: I-1/8"minimum 360 2,0" 3'-0" 4,0" T-0" n'-0• 2-0" 3,6" 5,0" 9,6" 1r-0" hi each side with 3-1/2" 560 r-6" 3'-0" 4'-6" B'-0• 12'-0" 3'-0" a'-6" 6'-0" 10'-6" 12'-0" Structural exterior Apply adhesive to all TJI Joist blocking with end A 2-3/4"maximum 110 1-0" r-0" 1-0" 2'-0" 4'-6" 8'-0" 1-0" 1'-0" 1-0" s-0" 9'-0" 12'-0" Web stiffeners TJI joist flange widths. sheathing contact surfaces • •cks installed at 1/3 joist 11#2'"■i■ 210 r-o^ 1-0^ 1-0" 2'-6" 5'-0" 9'-0" P-o^ r-o^ z'-o^ 6'-0^ lo'-o^ 12'-6" required if sides of Use fifteen nails with Backer block a s.an locations using III Three 8d(2-1/2")box nails, 14• 230 1'-0" 1'-0" 1'-O' 3'-0" 5-6" 10'-0" 1'-0' 1-0" 2'-6" 6'-0" 10'-6" 13'-0"hanger do not laterally TJI joist depths Install tight to top Bearing plate: Flashing (l l 1-' e o 8d(2-1/2") 360 1'-0" 1-0" 2'-0" 5'-6' 8'-6" 1z'-6" 1'-0" 2'-0" 4'-0" 9'-0" 12'-0" 14'-0" su ort at least 3/B" greater than 16". clinched pp flange(tight to Flush plate with inside an box nails or560 r-o" r-0" r-6" s-6^ 9'-b" 13'-6" r-0^ 3w^ s'-o",lo'-o" 13'-6^ 1s-0" - of TJI joist topg fowall or beam Treated 2x_ \II / osQ e.�. 4�� 2-1/2"screws, Ilir Three 16d(3-1/2")box nails 210 1-0" V-0" 1-o" 1-0' 3'-0" 5'-6" 9'-6^ r-o" r-o^ r-o^ a'-6" 9'-6^ 1z'-6" ls'-6" bottom flange with ' 3 EI �. at 3-1/2'TJljoist flange widths 230 V-0" r-0" r-0^ r-6" a'-0" 6'-6" 10'-6^ 1-0" 1-0" r-0" s'-0" 10'-6" 13'-0" 16'-0" flange face mount ledger \� 11 1 s .I typical 11#2 ■! 16' 360 1'-0" 1'-0" 1'-0" 3'-0" b'-6" 10'-0" 13'-6" - 1'-0" 1'-0" -2'-0" T-6" 13'-0' 14-6" 17-0" . angers).Attach 01.44141‘ace ' l \� 1;ii0Y Web stiffener eachsbo r-0" r-0^ r-0^ r-6" r-o^ 1r-o" 15'-0" r-0° 1'-0" 3'-6" 9'-0^ la'-6^ 16'-O" lE'-0" / �I �� with ten lOd 3' �I See fastener Trus Joist . + ( ') O tion#2: side.See sizes/II` table below.Maintain I rim board ` P W 4" 6" 8" 10" 12" 15" 17" 4" 6" 8" 10" 12" 15" 17" Top //,1 box nails,clinched ` " 2x_strapping installed below, / �� 2 distance(minimum)from 18" 360 1'-0" 1'-0" 3'-0" 6'-0" 9'-0" 15'-0" 1'-0" 4'-0" 9'-0" 1a'-6" 16'-6" 19'-6" flan ai' / ` when possible, 10 s. at 1/3 joist span Tight fit 560 1'-0" 1'-0' 2'-0" 6'-0" l0'-0" 16'-6" 1'-0" 6'-0" 11'-6" 16'-6" 18'-0" 20'-0" hanger I��� �I�� / fi'- 1► edge of ledger to fastener. • ` locations using two g 20' 360 1-0" 1'-0" 1.0" 3'-0" 6'-0" 11-0" 15'-6" 1.0" 1'-6" T-012'-6" 16'-6" 19'-0" 21.0" Face mount .�, :acker block • • \ 2-1/2"screws per joist W Web Stiffener Size W Web Stiffener Size 560 1-0" 1-0" 1-0" 1-6" 5'-6" 1r-0" 16'-0" 1-0" 3'-0" s'-6" 1a'-0" 17-6' 19'-6" 20'-6" �+ Allowable Load/Factored Resistance(lbs) tion#3: Rectangular holes based on measurement of longest side. hanger both sides Fastener 1.3/4"rim board 1"e-Rim" • l� Op 1-1/2" 1/2"x 2-5/16"min 2-5/16"7/8"x 2-5/16"min g g of web with directly applied ceiling Holes may be located vertically anywhere within the web.Leave 1/8"of web(minimum)at top and bottom of hole. 3/8"lag bolt 400/630 N.A./N.A. n 1-3/4 5/8"x 2-5/16"min 2-1/2" 1"x 2-5/16"minimum . Knockouts are located in web at approximately 12"on-center;they do not affect hole a 8single TJI 1/2"lag bolt 475/750 325/N.A. When specified on the layout, one or more of Hi H2 joist H3 .Allowable load determined in accordance with AC 124. PBIt`7e three bracing options shown ILmustl/beplacement. 2-1/16" 3/4"x 2-5/16"min 3-1/2" 2x4 • For simple span(5'minimum)uniformly loaded joists meeting the requirements of current Trus Joist product guides,one maximum s .Corrosion-resistant fasteners required for wet-service ize round hole may be located at the center of the joist span provided no other holes occur in the joist. F/] applications. installed - Distances are based on the maximum uniform loads shown in current Trus Joist product guides.For other load conditions or 0 ^ ›•1 hole configurations contact your Trus Joist representative. Z BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers ° o BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE - 2x diameter of the largest hole(minimum) i/r c�? `� BEARING AT WALL WINDOW HEADER CONNECTION WALLAA te'1 1/3 depth '-C 3Wa ".O Joist Framing o Allowed hole Trus Joist rim board Strapper code if Cut only round holes andon/y O E-r o zone o o ` O o 1/3 depth o 0 or blocking for top plate is not Blocking in the center of beam. C/) lateral support continuous over panel Safety bracing(1x4 Ct header / °1 r F minimum)at 6'on center and 1/3 span Allowed hole zone I ROUND HOLE CHART extended to a braced end BEAM DEPTH MAXIMUM ROUNDWall. HOLE SIZE • Silent Floor joist framingFasten at each joist with 4 3/8" 1"does not re vire brid In For uniformly loaded beams only.q g go Sd(2-1/2")nails minimum5-1/2" 1-3/4" Itt I, or not require blocking (see WARNING). - Rectangular holes are not allowed. 7-1/4"to 20" 2" 0 SII it Top flange IP \ f /_ �' ` ♦ ri:::, '• NO holes in Cantilevers. See illustration for Allowed Hole Zoneill \, 1� �I hanger ( \1� ` . / ` No holes in headers or beams in plank orientation. 11� 1 Face mount ®� ` � ( , Parallam®PSL or hanger DO NOT bevel cut Joist C.) , beyond inside face of Rim board jointaTimberStrand® See current Trus Joist 'rotect untreated wood from direct contact "al/ E2 `! `.� between joists \` TJIJOIST ATTACHMENT at BEARING L1 L2 L3 O .�LSLClliterature for framin ` , 1/ TJI Joist to BearingPlate Squash Blocks to TJI Joist(Load O O 0 g with concrete / A3 connectors I® 4 \`Vii; Trus Joist rim board bearing wall above) �� ��,� ` mo - (7 One 10d a(c311") box Seat cuts must be within nail into each Flange ++ CONNECTION OF MULTIPLE PIECES OF cv v s~ TOP-LOADED\I BEAMS(1) Illbo. 400t0IN `����'. �` "a// One sd(z-1/2") cm d+ O �. box nail each cn cr) aCrBEARING AT COLUMN �/ side.Drive nails TJI rim joist ♦ �C- P fl ••• • X .. ••' U 1-3/4"Width Pieces: at an angle at UN a 10,007. O ,- vTrus Joist least 1-1/2"from PO Cn O a-+Minimum Of 3 rows lOd (3"x 0.128")nails at 12"o.e. / �I, © rim board end. 1-3/4"minimum bearing t--1 • vMinimum of 4 rows lOd(3"x 0.128")nails at at end support;3-1/2" / • `� X 0 Verify Parallam PSL or ELEVATED COLUMN Ci J minimum at intermediate `� w © mTimberStrand LSL 12"o.c.for 14"and deeper beams BEAM ON COLUMN COLUMN BASE BASE ^ ` support / ,� ucolumn If usln 12d 3 1 4" or lar er nails the CAP `= : I� ` y Li Shear transfer:Connections equivalent to (� 4) 'ca acs and beam g ( ! ) g ` �� 1/ � capacity number of nailing rows may be reduced Optional I ` , Aoorpane/nai/ingrchedu/e t-1 cM u bearing length. by one. i M� non-shrink • CO ♦�1 ` Rim to TJI Joist mm ..e., ,, See current I grout ,1 �� P. ,..Cr) 4 a ♦ 1 000 TsJoist3-1/2 Width Pieces. ' ; �: ♦ `� TrusJoistrimboard or literature. 1/2" ( Minimum of 2 rows bolts \ 1� elrioH%" ` : �� /`D � 1-3/4"wide TJI rim t1 i U CO ., +�Il �� Ie 1110 joistOne lOd(3")box C!1 li staggered �• B • g 3-1/2"wide T11 rim TJI floor o�0 .� m ,S] at 24"O.C.sta erect I� I `♦ "� li 'S1 • • nail into each flan e 1 ��\ til joistToe nail with 10• N O 4J IIP ( �� (3")box nails,one each joist 1 (1)Load must be applied evenly across entire 2-1/16"-2-5/16"wide O 137 beam width.Otherwise,use connections for side-loaded beams. � side of TJI joist flange P _"I TJI rim joistOne 16d �+ Butting Use Bl or B2 at I>tl 1 Additional nailing or bolting may be required with B4 joists (3-1/2")box nail into each O Pl ,/ with blockin bearingsflange L6 side-loaded multiple-member beams Refer to current O O cJ g • 3-1/2"wide panels �th load bearingor shear TJI rim joist O product literature- End of joists Top View at centerline wall from above II. 4 • of support `_ Braced end wall [mil FASTENING of FLOOR PANELS ' • BEAM ATTACHMENT at BEARING W ,1 see note 3 under Trus Joist rim board El �/` Closest On Center Spacing per Row (D. ` ` ` ` - H' ` • WARNING Qt 0 Nail Size TJI Trus Joist rim board TimberStrand ISL One lOd(3")box 110 and 210 1230,360 and 560 1^ 1-1/2" 1-1/2"or wider4 Microllam LVL Parallam PSL , O V 8d (2-1/2")box 24/2" 2" 6" 4" iil nail each side of O ` •�� 1-1/2e m rnmum from end cuT4O 8d(2-1/2")common 3-1/2" 2" 6" 4" 3" 3" 3" O a 10d(3"),12d(3-1/4")box 3" 2" 6" 4" INSTALLATION TIPS O ("Ili Drive nails at an1�al O See framing plan(if applicable)or Framer's Pocket � 4-1/2" 3" 6" 4" 4" 4" 4" angle to minimize Guide for minimum end and intermediate bearing 10d(3"),12d(3-1/4")commor Stsbfloor adhesive will improve floor performance,but N 16d(3-1/2")common N.A. 4" 16" 6"m 6"of 8" 6" may not be required. O When joists are doubled at non-load bearing parallel o 111 11 xterior Deck splitting of plate /engthr. l Et (1J Can be reduced to 4"on-center with maximum nail penetration of 1-3/8"into the narrow edge. ` titch ment partitions,space joists apart the width of the wall Recommended nailing is 12"on-center in field and 6"on-center along for plumbing or HVAC. O Structural i sheathing Additional Joist at plumbing drop(see detail). \�, DO NOT use sawn/umbersheathing edge.Nailing requirements on engineered drawings supersede O recymmendations. O Nailing rows must be offset at least 1/2"and staggered. ♦ for rim board orblocking. 14 ga.staples may be substituted for 8d(2-1/2")nails if minimum penetration O ` Sawn/errtnsrmayrhrink WARN I N G ‘-1111*k of 1" into the TJI joist or rim board is achieved. O O + after installation. V • 111111.11. • Protect 1 See ALLOWABLE ',� 0 s s untreated wood Farthest On-Center Spacing per Row A i�l� A A from direct ® HOLES \� Joists are unstable until braced laterally Maximum spacing of nails is: contact with O For Joist widths 1-3/4"or less: 18"on-center {� �' Bracing Includes: 1I/_ concrete 'J '�,�-•`-• •Blocking •Sheathing11111111111,7 al •• Fpr joist widths greater than 1-3/4": 24a on-center .Hangers DO NOT allow workers to walk on •Sit ut Lines .Rim Jo et d DO NOT stack building materials U y N V �. joists on unsheathed joists Stack only ` unti/braced. FILLER and BACKER BLOCK SIZES Shifted joist Additional over beams or walls. TJI Flange Widths 1-3/4" 2-1/16" 2-5/16" 3-1/2" joist 1-.-ii,„„ IPlumbing drop Bearing plate to �' `/�® .. '- 9-1/2" ■ ' 9-1/2"or 9-1/2"or 14"or 9-1/2"or 14"or 18"or 14"or 18"or be flush with inside A Weyer aeuser Business WARNING NOTES: Depth 11 7/8" 14" 11-7/8" 16^ 11-7/8" 16" 20" 117/8" 16" 20" Squash blocks and blockingpanels carrystacked face of wall or Y �16 �� beam Lack of concern for proper bracing during construction can result in serious accidents.Under normal conditions if the , Filler Block* oxo+ Axa+ 2xo 1- 1x8+ 2x12+1/2" Two Two Two vertical loads(details Bl and B2).Packing out the following guidelines are observed,accidents will be avoided. ' 2x6 2x8 3/8" 3/8" 1/2" 1/2" sheathingweb of a TJI joist(with web stiffeners)is not a (Detail H2) 2x6 2x8 2x12 :«" '• '� sheathing sheathing sheathing sheathing substitute for squash blocks or blocking panels. 1.All blocking,hangers,rim boards and rim joists at the end supports of the T11 joists must be completely installed and properly nailed. >' df ••"N'"'"""-' `"�`®� r Cantilever Filler 2x6 62x10-0' 2x6+3/8" 2x10 3/8" sheathingh6 1/2" 2x10+1/2" Not 2.Lateral strength,like a braced end wall or an existing deck,must be established at the ends of the bay.This can also be { sig 1r 11� '- 7 ' sheathingsheathingsheathing Not applicable accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. \-, 16,:,,, M; (Detail E4) 4-0" 6'0" 0' �+ longlonglong long applicable jj DRAWN: MH/MS long long 4'-0" 6'-0" 4-0" 6'-0" 3.Safety bracing lines of 1x4(minimum)must be nailed to a braced end wall or sheathed area as in note 2 and to each joist.Witfb6ut std p• {i ,�,d�')' *.s••a �'y bracing,buckling sideways or rollover is highly probable under light construction loads•like a worker or one layer of unnailed,gbiiyng. 't M,'e{�'1t�- !'�,l _S SCALE: 1/4"=1'-�" Backer Block* 5/B"or 3/4"or 4.Sheathing must be totally attached to each TJI joist before additional loads can be placed on the system. l"P �/ ,, 1, + (Detail Fl 1"Net 2x6 2x8 2x12 } or H2) 3/4" 7/8" 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. f.`,`:{� JOB 4: */f necessary,increase filler and backer block height for face mount hangers.Maintain 1/8"gap at top of join;see detail W.Filler and backer block lengths should 6.The flanges must remain straight within a tolerance of 1/2"from true alignment. s`•�r, d?,S,;ti'-i• ,. y'9$ ��¢$$ February 13,2014 accomodate required nailing without splitting(!1"minimum for backer blocky and 24"minimum for filler blocks). t r+.t'�This sheet is intended as a supplement to the Trus Joist Framers Pocket Guide, which should be referenced for additional information. � , SHEET NUMBER: �`�'� 23� �cct ��' Y• A-9 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: GENER.AL NOTES WIND FRAMING NOTES NAILING SCHEDULE D- NYS CODE: 2010 EDITION PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framingand shear wall connections for rafter, ceilingor truss to topplate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL CURRENT SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 Z 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS (ANY DIRECTION) 200 E-4precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT.C) g specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TOPER FACE NAIL2 - 16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION H _ C,f,) anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 � 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE w Z 4 - 16d COMMONH INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE ►--1 ZO 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structuralpanel on the exterior 2 - 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE P PP STUD O.C. NAIL Sym.: ��yy U attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION "v 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SEE FLOOR PLANS E. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL (SMOKE &CO2 DETECTORS) ® Z TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END 0 O 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK I--1 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: H FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA - length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 ^Q 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD Q determine intended heights of finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonrywalls occuringin exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4 - 8d COMMON SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE (I) 5). Unless otherwise noted, all slabs ongrade to be 2500 p.s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. 8d COMMON 6" O.C. SEE NOTES: 1,3 V) TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 - 16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) O 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD q along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C._ 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL CA P4 p 8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL e N.Y.S. Residential Construction Code. A 6-milpolyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Q PP g BAND JOIST PER END o ff 3 - 16d COMMON N rn the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL o, < 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, Ct W BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 Q) FRAMINGNOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: - 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. F^-I For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATH1NG: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES r-ic) JOINT DESCRIPTION N a) 5 otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) m N o where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. o cm a; 0 NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearingwall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 7" O.C. EDGE x ,n y, 5d COOLERS o K, � '� Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all •WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. SEE NOTE: 3 PM a\ o • 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: O } x o openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES a 2 w 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored 11, a, -g openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire NAIL NAIL to oo to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. a : and blocking where applicable. QTY. SPACING o 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall i E 4 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMON WFCM - SBC g q .r, U g °_' anchors where applicable to all connecting joists. PLUMBING NOTES be used. m •.. •� cn 7/16" OSB 3" O.C. EDGE " `� ,� 6d COMMON c°71 w E i 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with 4 w Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. R, on plans. WALLBOARD 5d COOLERS 10" O.0 . FIELD 2). Verifyseptic system with the Engineer for Suffolk CountyHealth Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlarns ( height to match floor joists) around stairwell and/o- P Y g P PP FLOOR S H EATH I N G- other access openings unless otherwise noted (typical). NOTE: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL f-iii `L' CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fY QTY. SPACING state code and manufacture's recommendation for maximum hole size and spacing permitted. where applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. U HVAC SYSTEM NOTES 1" OR LESS 8d COMMON 12" O.C. FIELD O 9). Provide blocking bridging in floor joists at 8'0 O.C.. Use solid blocking in floor joists 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. ;T4 v� under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. requirements. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF N needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. frimli E.' equipment supplier. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. as required by current NYS Residential Code-FIREBLOCKING REQUIRED 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 0 up() Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural Fireblocking shall be provided in wood-frame construction in the following locations. rYi adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connect 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 1). All electrical to be installed as per N.Y.S. Residential Construction Code. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and using parallel rows of studs or staggered studs. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected ■ members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, • �!� to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nailper foot. drop ceilings and cove ceilings. „' R� ��i 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current = ' 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces s; ;� {� �' _ under stairs shall comply with current N.Y.S.Residential Code. :' ,-,�r pj�" r ` approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 1`c, 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of it,,,, ''..7 x O flame and products of combustion. ;6' '' " i3ti� SCALE: 1/4"=1'-0" type �,' 'f"' 'S3 �., DRAWN: MH/MS torchdown t e materialover. ,. . 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. , ;� JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. `t w, ' February� .. r ,I ry13,2014 a SHEET NUMBER: \i` d 2233 ,4° :1` A IINIII 1 0 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. ' s. I' it I