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Home My WebLink About40100-Z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX: (631)765-9502 Survey_ SoutholdTown.NorthFork.net PERMIT NO. 7(,.)/Oa ---- Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined, 20 Single&Separate Storm-Water Assessment Form ___.. ir / ),/ Contact: Approved ,20 Mail to:j fr___ Disapproved a/c _____ Expiration -.'-7 ,1 20 4-17 - - __.._ 77), L-) 1 I I , 1 C. r 11 e 1 L.,1, ul mg 1 ' ector AUG 17 2M3 . 'APPLICATION FOR BUILDING PERMIT 1 , , Date INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has riot been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,ag nt,architect,eo_ineer,general contractor,electrician,plumber or builder ,,--, Name of owner of premises Ki i (--, I14:)r J , / --- 4, —4- ,C, C-, / (As on the tax 'oil or Iltest seed) If applicant is a_cqrp,oraIiow,signature of duly authorized officer (Name and title of corporate officer) Builders License No.;,.,- : ,r),,,,,,--- Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: /lo House Number Street Hamlet County Tax Map No. 1000 Section ___21 4 Block 6)Z.-- Lot Subdivision Filed Map No. Lot .... State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 1\_ CJ e-tic i_OCT\r)C,C.-1 Nature of work(check which applicable):New Building X- Addition Alteration Repair _ Removal Demolition Other Work (Description) Estimated Cost Fee (To be paid on filing this application) If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars _....gs If business,commercial or mixed occupancy sp tify nature and extent of each type of use. `.-- -. -------'E-1. r L,4 i\J Dimensions of existing structure , if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories Dimensions of entire new construction:Front Rear Depth Height Number of Stories SIC,f-,--- ... .b?i---.?.0 ry Size of lot: Front ear Depth .Date of Purchase Name of Former Owner .Zone or use district in which premises are situated .Does proposed construction violate any zoning law,ordinance or regulation?YES NO))‹ .Will lot be re-graded?YES NO(X Will exccs, fill be removed from premises?YES NO , , /A, .Names of Owner of premises NJ/4 C(POr 7 Address , /6 s; Phone No. C.ct/Itr Name of Architect Address.J ..•,. ,,,, /-.) "f_Phone No Name of Contractor Address /137'"-- Phone No. '-- a.Is this property within 100 feet of a tidal wetland or a freshwater wetland'?*YES NOX_ IF YES,SOUTHOLD TOWN TRUSTEES&ID,E.C.PERMITS MAY 5rQU1RED. b.Is this property within 300 feet of a tidal wetland?k YES NO IF YES,D.E.C. PERMITS MAY BE REQUIRED. .Provide survey,to scale,with accurate foundation plan and distances to property lines. .If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. ,.Are there any covenants and restrictions with respect to this property?*YES NO X IF YES,PROVIDE A COPY. 'ATE OF NEW YORK) r , SS )UNTY 011.---tql-"(-74/( it-- .., ail LA-J/1,f{(Zbeing duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, /1 CONNIE D.BUNCH )He 1st he 1/- I?C 1-if 17-f6?-7'.: Notary• ., ',- - of New York —No.Ol'BU81-85050 — (Contractor,Agent,a rporate 0"'icer,etc.) Qualified In Suffolk County ,A Commission Expires April 14,2 said owner owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; at all statements contained in this application are true to the best of his knowledge and belief;and that the work will be rformed in the manner set forth in the application filed therewith. vurn to before me this i —1/44-, dayof be-1. 20 15 A N RikAr\Li\ -/ , z ,;-- .---' . Notary Public Signature of Applicant A� �a,�rwy„ Town Hall Annex Telephone(631-1802 54375 Main Road % Fax(631)734-9502 P.O_Box 1179 ' Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, 'RE-ENGINEERED WOOD CONSTRLICTION DOR TIMBER CONSTRUCTION Date: °wner {/1-1 ( J ( ! yi Location of Property: 0 . - ) take notice that the (check a le line): Please t w,,,,; New residential structure Addition to existing residential structure Rehabilitation to an;existing. . .residential structure to be constructed or performed at the subject property reference above will Utilize (check applicable line): Truss type construction' KPre-engi red od . 4 nstraotiarl( Timber construction (TC) in the following location(s) (check applicable line): Floor framing, indudi .-girders and beams(F) Roof frame. R 1// Floor and roof grain .(FR) Signature: ,° . Name (person submitting tl4 Capacity(check applicable line): . Owner A. Owner representative russResRegl5_docx Effective 1/1/2015 Scott A. Russell e su • �. - N(0)RM[\WATER SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 t a �' 53095 Main Road-SOUTHOLD,NEW YORK 11971 V d 417 Town of So u th o l d `°�"..„r.r t Iloc 20 2triiii CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: " No (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more L than 5,000 square feet of ground surface. . it B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. '� slopes C. Site preparation on slo es which exceed 10 eet vertical rise to 100 feet of horizontal dis ° Fi° li ° W� "'W`"" arse �� 7 � � i D. Site preparation w , each, bluff or coastal ry erosion hazard ares E. Site preparation wit he •ted* ear floodplain as depicted I • on FIRM Map.of-any watercourse.---_- --- --: 00 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. jl * 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 Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. t I _n Professional,Agent.Contractor APPLICANT:: 1Pro rt)r Owner, o Other) S.C.T.M. #: 1000 Dat District NAME OA ..L 'I .� I 4- a&„. 4". OF "'"� ,,S,' ,� Lot v �r � � Section Block 4. "". FOR BUILDING DEPARTMENT USE ONLY "` , Contact Information 7 4 $, IA' ��' Reviewed By: Date � 1 ;' Property Address / Location of Construction Work:0 CI - - - — — — 0IApproved for processing BuildingPermit. StormwaterRequired. '. Management Control Plan Not Re uired- �m-ITITITITITITmmITIT- � I NivSworrnwater ( t (Forward to EngineeManagement ii g Departm Plan for Review FORM " SMCP-TOS MAY 2014 0 D � � � oc' '— p � o _- � � — Up n no � I, � � � I li 7 G7 m Do 0 1 lmO X � O i"" o F rn — J n Pi u; - j o popO0XI— I 0Ow T. H° °w v o - w s d ° a < m r. o wm� nL o p • - J � m on.CD sa- O o = oo : O o ,, cD oco 0 = I — O00 p CD Cn GQ — - sd w„ _Pc. J _ C J C . J o J J JNW .,, 0 — °L":IQ wnQo =' o E o, O O O c--1- 1C1 ,- cic c y _ Q \ O ' y L, ti _ N lv a -El d ncrnU y4wO - ri, fw _ 0 00 a - w 0 co 7 on - 0 f?o , O oa1 o ? - oo o o ,, — _ ow'N � n Cn [ J = 0 B c • rn -o -o -n � D O _ ---, 0i — 5 w ' 0 D O IOn- O O C X cn m OQ - O . _ - C rc - 5 . 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CD -'t33 + iw , . 3 s 1-1 F p p CD & c r c $En .-r .-f w CD CD LL (;W M a g ,-.1. 1z piO Cr .y . .y 11 1 , Ut ' 3]i � 3Im. p -'V- CD'y 9:, 1 a , „ 0 o < 3 1^O w I 1 aCDcfl I-'0Q °Q1) ? .0 ZD ,I l l 3-30 CD '. no 0 w sc�O O cu 1 U , N.-I. .f1 I o II-- C `0 (� cD IbO IO --c 1 w o CTI — CD 11 11 0 d33, n 1.I -..oa - 10 k oCCDDI ° �, I Iµ ep L M cD _ D Cr O 11 O w - o `-`d 'i7 1 n I 1 1 -Oo o v - d 9 II l- 1 10pCDI y 0 c,• l-f D - D g (1).+ 2J y3 1 I no op rnq cD 7-3 1 I CD I , LOT NUMBERS REFER "GRANDVIEW ESTATES" iN THE SUFFOLK COUNTY CLERK'S OFFICE ON JUNE FILED, 1982 SURVEY OF PROPERTY AS FILE NO. 7089. AT ORIENT GRADING PLAN TOWN OF SOUTHOLD ,2$. 4APPRa1Ep RAIN RUNOFF CONTAINMENT: SUFFOLK COUNTY .N.Y. DWELLING: 2,219 S Ft. "" w 'g; 2.219 x 0.17 x 1 p 377 Cu.Ft. 1000-14-02-334 n' - Provide 3 DWs. 8'0 x 3' Deep 52' /rc s.f' e.4{n '�'' Connected by Gutters & Leoders SCALE: l'=40 g �, - OCTOBER 10. 2013 PSD�Ra SWIM GROUND WATER EL7.4, NOVEMBER 19, 2014 (PROP. HOUSE) MARCH 13,2015 1REVISIONS7 T37 8 FT DIA. x 4 FT HIGH PRECAST CONCRETE LEACHING RINGS May 28.2015(REVISIONS) bACKF/LL MATERIAL COURSE SAND AND CRAM(3'COaAr (.'i',UUG OALLGN x:r.., °A°SK. '10 = PROPOSED ELEVATION -4. WELL ,'lr tb b9 Q:77 a PARK AND PLAYGROUND. (VACANT) ''„,yam :1 ,C " 0.) 1. N8726'1G"E 240.23' r 9.L3'.EL. " ...c. \, CL EL. Eu X04 Et-13.5' i —_ & d iy LOT 3G PROP. f WELL tss7 - ' ra x7 PROP. DRIVEWAY y�,„��' 9az ,.. R1 05 i1g TEST HOLE/ 4yOp 5D_D' I'Es Z . 7f'" _..,_ .,J 4 REDROOM "'4 , `� -r- .. 4 z r P . -' HOUSE :a' "° PROP, '.- ... ...__ _. v aF`�f Il „ .p �0A V & Kh - ~ e r O 1 C1 J' J E ., --- c ,, ' '1::::,T `_ Fp I CLEl- 266.67 EL-13-4. 121 ,..M0H.0-4'S. sari 0'40"W AREA OF SEPTIC LOT 29 \\\ . , tn DAELLWNG al ,''''' ' e i ZaNE X 7Esr Note aArAWELL SF'LOOD7 h le '7RM MAP NO. 36103C0069H SEPT 25, 2009 McDONALD 72D1.3 SCIENCE ,1g,.` ®C p �ry�y�y 80. FT. 11--7r 9/77j'20S 1Tw ^ AREA-40,390 E`•r G DARK BROWN LavM cx fl^Ar+'"J ¢ 0 BROMN SLT AG pL"_' 1 ELEVATIONS REFERENCED TO NGVD DATUM. .r G 1 am familiar with the standards for approval and constrcufion of subsurface sewage @ PALE BROMN FINE 70 COARSE SAND SW disposal systems for single family residences and will abide by the conditions set forth therein and on the permit to construct. ELLA' i6.3' WATER IN PALE GROW arc f r TO COARSE SAND SW The location of wells and cesspools shown hereon are `rem field observations and or from data obtained from others, A I 'i-° WATER IN PALE tamMN 0 fet .Y.S. LiC. Na 41 ANY ALTERA70OR ADDIRON TO THIS SURVEY 15 A VIOLATION FINE TO MEDIUM SAND S. `£CONIC L+. YOR,,. P.C. 7F SECTION 7200 9 OF THE NEW YORK STATE EDUCATION LAW :WEPT AS PER SECTION 7209-SUBDJVSION 2. ALL CERTIFCCA77ONS (631) 765-5020 FAX (631) 765-17' iEREON ARE VALID FOR THIS MAP AND COPIES FHEREOF ONLY IF - t3° P.O. BOX 909 LOT NUMBERS REFER TO -GRANDWEW ESTATES" F7LED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JUNE 8, 1982 SURVEY OF PROPERTY AS f7LE NO. 7089. AT ORIENT GRADING PLAN 4. APPROlED RAIN RUNOFF CONTAINMENT: TOWN OF SOUTHOLD /2.5 PIPE 1 999'",411111k ,14?7,0 owe ase DWELLING: 2,219 Sq. Ft. SUFFOLK COUNTY, N.Y. sri... - -•-,--: 2,219 x 0.17 x 1 = 377 Cu.FL 1000-14-02-3.34 19' 52' /vezkooL __ a . Provide 3 DWs. 8%1x 3' Deep — 4" .." Connected by Gutters&Leaders SCALE- 1'=40' 1.zo•AiN. DRIVEWNTr") gfd ft tz Alb,,,„, OCTOBER 10, 2013 3540 ,, NOVEMBER 19, 2074 (PROP. HOUSE) PROPOSED SEPWC SYSTEM GROUND MEER 0..E4' 3540'P 'o 0.17 o 361 =FT. g II ii 6,f P e D'ifoK‘11111?)Alma,IS,2015 REvisioNst (SLAS rr TEOIFLL L—A 4 rr.141011 PRECAST COVfIRM 1fj,,CFNEG 17070S) Provide"Dn..8,0 x 3'De or equal 361/422 9 VF. "— May 28,2015(REVISIONS) — AUG.25,201 IdriVeway rune) Al 1.000 CALLON SEP17C TAN(. 0 = PROPOSED ELEVATION r ' + WELL 40,4, DIDAmovic IMSPECTIYON5 ANS RIAU, FIII ' 0 :':qnTALt TO',d oqpvueeuurqg 31 7N111,,Is(i :e,ti4oted // o + IddoLlifiVII,Cli,ddy(wide r ulluileeu" II ei,'flldr.dulnd. / 00 IL he du amp has Ihedp,do instd eV to CW De/ A / XCii, ----- - i 4111:7. is-„,,,, /cRosmoN 1.1,SLISMLN1 CONTRO, / ddhqd'JV undudie ktuu imut dre Vol mdtvld Wo ,tottlts, *---1„, .... / IN 1,,,,hrfi ma nitourpd out0 wuctv 1,n r v du aar7, , 4 / VIN r,Km ked qVi'r ro,n1 urh,,;,,sU Aid ilall ono) , 'dd,de,dul,101 nd eKlilot,cd oicido inn Ardi ow doul[1,,, e0731, -171 ((1 (0 I PARK AND PLAYGROUND 'FA c) 41 • 1. (VACANT) 61 # kw ,, LIVDa l'td Or %4dd;dd'I'mt4d'0 ikmoil,,t,i'''''',:l:ii af,44.41.0,1 ,'cl', 8 "C:r.. CL.EL IL , 10,. cl,,r,w,i, 0 0 1 9.3' 42 I „ „ c \ i / N8i126.10-r AA vayav, - 4fok, CLEL 240.23' 9.2' C) EL8.8' ' „ PI •,‘ n BUILDING ENVELOPE OW / OW 111 --,...,...........„. sAL 30 Jr a , LOT.30 IC --N„ PROP. i 40 WELL 1 1,.; 0 ,----- :". PROP."DOR VEWAV 0) -- ----- „...----- 1 rel ^•••7, ''' TEST HOLE/ _._ _--r---- - 5(10' :-..--,%:41e-;.-s-- r-- 1\1 r-,.. EL7.7'/ --- 15° 11441441.1101352 0o2 i \ ; r j \ ,.. fr„.. 111."--A°11 a .... / , ei ir mr,,E ....„ tx3 7 50.0' Q Mg z4- ,..._ J \ ,-g-a ---- -3 Nr,..- 9 --1 0__ _ — — _.,1---- ----__ _ EL....9.5 u0 — C-s--,-. — _— — ..,,, 0 tz 72— 2601 3 e; EL Eti • 0, i2A moN.0.4,s. 0210W 0 AREA OF sEp% LOT 29 d Idi -towie'qd i e eh ler2 • , — DWELU"- CONTRO C.41 r OwteL„,4,7j -.d, 1 1,ri:' 1 Appflimd Olor , ' ,,411,,P l'1 ^1,e2t ' L FLOOD ZONE X TEST HOLE DATA WELL L- __, ----- McDONALD GEOSCIENCE RIM MAP NO. 36103C006911 PT 25, zuus 1 9/77/2013 AREA4.40,390 80.FT'. Et-77. 17 DARK MONA Law oL 51101•4 SET M. ELEVA7IONS REFERENCED 10 NGVD&MEE 3' el-Nen,""--.. I am famtior with the standards for wormed and constrcution of subsurface sewage - PALE BROWN NNE TO COARSE AND SW disposal systems for shale family residences and will abide by the conditions set forth therein and on the * permit to construct. EE1.7E—AS . ..- WATER 1N PALE EROVE4 FINE TO COARSE SAITO SW The location of walls and cesspools shown hereon are r 1100 "IfAirx.4.04‘41,-4: s7 from field observations and or from data obtained from others. ,Y.S. LIC. N496 ANY ALTERATTON OR ADDITICW TO THIS SURVEY IS A VIOLATION a OF SECTION 7209 OF THE NEW Y715*STATE EDUCATTChl LAW ME TO MEW 3/10 SP "EthlT1411:9 .9 YORS, P.C. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATTONS (631) 765-5020 FAX (631) 765-179; HEREON ARE VALID FOR INS MAP AND COPIES THEREOF ONLY IF 1$ P.O. BOX 909 ‘,,,,,,,, “.40 AD rrusec ores 774F 11117471,7,7$19 'SAI TIP 774E VR14E11710 191n MAW!FR STRFFTI ...., .-..-..., N THE SUFFOLK GVUN1I' ULLII'K.7 UN-1C0 oN JUNG 0, r, oz - 45 FILE NO. 7089. AT ORIENT GRADING PLAN 4' APPROVED RAIN RUNOFF CONTAINMENT: TOWN OF SOUTHOLD 125' PIPE AL RAI , STIED cewce 9.9 DWELLING: 2,219 Sq. Ft. SUFFOLK COUNTY, N.Y ,., . ...,,.. ...._ 2,219 x 0.17 x 1 = 377 Cu.Ft. 1000-14-02-3.34 Provide 3 DWs. 80 x 3' Deep 7= 9.2' nue, &7' 84'yr.,E,,,. 9 Connected by Gutters & Leaders SCALE: 1!=-40' , . 1 OCTOBER 10, 2013 3.0'MIN. NOVEMBER 19, 2014 (PROP. HOUSE) PRoROSED SE271C$YS7101 GROUND WATER EL1.4' MARCH 13,2015(REVISIONS) (33 0 77 MA.x 4 FT HIGH PRECAST CONCRETE LEACHING RINGS May 28,2015(REVISIONS) BACKFILL MATERIAL COURSE SAND AND GRAVEL(3'COLLAR) El]1.000 GALLON SEPTIC TANK. 1101 = PROPOSED ELEVATION 4- WELL 41, Water 0„„ine(s)M,1,11,E:'':4 insp,:,:,:w.ted1113), "III,,N Suffobk County D"e4)1,0'HIsalth Senor," 41., 4 * ;\ cb Call 052-5700.4'3 Haul,.,,)Advance To Schedukt Orbspwr,',,j,,,,,,,(0 , ' *.. It ,,e >,,, [ 1- N, wt: "Vo 11, .,\ ,..., Th (1) G ''' (1i PARK AND PLAYGROUND (VACANT) ...,.....—„,,,,„....., WELL AND LATERAL MUS',..Liteg I 1 ,,, k, SHOWN ON FIN AL ST):,.,"ItEle ,I, , ,_,,, CO / 240.23' 9.3' CLEL 2 „1 N872610E , , 2,LI lib+ 9.2' 51 – EL8.6 9,LIL2M I V) n , LOT 30 C-- "") \ WL PROP. EL . Is3 PROP. . DRIVEWAY - li.'' TEST HOLE/ ' - 1 PROP. 70.0 , RR &RP _, o SYSIDM A & e \ ----; , <, ._, i 0 @ ' 274____ — EL.9.6. 0 il– s iliFIV,Fx)- _ --- ----- — — 77 .--- , – t""Hll'Al-PAWI!,2a1,0.2:„,,„„„„...,,,„.„.„„, 0. '6 266.67' -- ',, mot4.°"4 . 58210 c11.2.E..\\_. EL.1 '4' ,s40 w SEPTIC LOT 29 , ciri"ivro y-Cm,114,,TY M!!!:pARTInscr cf,FI-IE:i.MR Rkt„6V,F,,..R 1 , SING,„:E 10%,1,,,Y RESIDENCE 01,,HY tzl DWELLING OM R IES 7 HIRET YEARS.1:::'RO IA DAT IIE:.OF APPROVAL ',,, - \ FLOOD ZONE X TEST HOLE DATA FIRM MAP NO. .36103C0069H SEPT. 25, 2009 McDONALD GEOSCIENCE AREA-40,390 S.F FL-7.7, r DARK BROWN LOAM OL ,7777... 777777,, , BROW SILT ML ELEVATIONS REFERENCED TO NGVD DATUM. .3. I am familiar with the standards for approval and constrcution of subsurface sewage Nis BROWN FINE IV COARSE SAND SW disposal systems for single family residences and will abide by the conditions set forth therein and on the permit to construct. EL 7.4' 6.3' WATER IN PALE BROWN RNE 7, TO COARSE SAND SW The location of wells and cesspools shown hereon are l'",41.5'74.7"::: :,f`,„„/" from field observations and or from data obtained from others. Of1'''i0 ,..411„ ,Y.S. LIC. NO. 49618 ''''...4'isl '" ' ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLATION WATER IN PALE BROW F7NE TO MEDIUM SAND SP 'ECONIC 471,511EYORS, P.C. OF SECTION 7209 OF NW.E NEW YORK STATE EDUCATION LA EXCEPT AS PER SECTION 7209–SUBDIVISION 2. ALL CERT1f1CATIONS (630 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF ' 13 P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. r----rwrEaTutzri— ■=MONUMENT SOUTHOLD, N.Y. 119711 —,3 260 co,I lEAL I h':)MICES I tArrwY ni'I'd/AS II;M, REVISIONS: A 5 .---5 S 0 te_— _ . \ _ 1 I I/070 0 / c) - 3, 5r ge 7741in 1 , . , . - / . -------: _1 • • O O 01 a xx W CIO Z a I - - \ _ - I I I 1 I I I PROPOSED SOUTH-WEST ELEVATION o SCALE: 1/4" = 1' r"'''A 1 �UdWH: '- 1 mmN0o .i,uc'1,,1 I 1, lel' `L.' vU > z - - , - - I I ti uu5 _ I i b d1 ` I _ ._ ., _ 1 :1 ��N .. • • _EMI W cl) H V 1 , ......, - -plitl C.t2 . N. N 40. it a V - . cle) Cr) - - -- I I I I I I I I I 1 ''': N:4.1::**<a-c--s-ti$4[4.- \ I_ � PROPOSED NORTH-EAST ELEVATION cy , , _g , r, �. 6,„, �� „ . ,.., SCALE: 1/4” = 1' J �. , �. � t r�..��.,-;,ql;..-�'4 �.:, DRAWN: MH/MS I.�p SCALE: 1!4"=1'-0" 1k � JOB#: u' ;` 0 , August 10,2015 '0 `v,,3 -. i SHEET NUMBER: t4* OF NE`a.r` 1 At ai _ 1 REVISIONS: - - \ - - i[) I cn . r„............ _ ,, _._ , W , . , - o / 'L.... HH - Q WW . 7.77 HH • • O 't;.;.51 0 • • 0 0 • • 1 • • • • • ' •, i, • • • • • • • VD PROPOSED NORTH-EASTELEVATION 0 ,. .4 SCALE: 1/4" = 1' E w u � z W o s a \ _ _ u .et I..., 0 r in 5 1 c� �i% { cr, o en ° 1 O ¢ N - Jin �' w � tn ri Vii" - In t rr, �n c _____ �. • ',.:::k., I Fall VT3 0 o _._.._____.....__._ V o - I t„ is-, �, \ -:::.==--- [ j H I ••r772-=I • , catte) CA Pir PROPOSED NORTH-WEST ELEVATION ' ,\v- , ',..:-,v"E - \ 1 r-11--- _ ScALE: 1/4" = 1' #, % A,*,::',1.:',.,:4 :'4 .AP, _. ; DRAWN: MH/MS +� x , - SCALE: 1!4"=1'-0" ry+ q �4 JOB#: ,gip �� S, August 10,2015 ,,v,-O F SKEET NUMBER: i Ems 2 REVISIONS: 3'-63/3" 4'-55/8" 3'-61/2" __T__ .__T__ . . . , 0 . : 0 . . I 0 I : 0 . co I i i i i i i i 12"dia.CONC.PIER 0 ' 0 ' ' 0 : ' ' � ., ' w/24"X24"X12" i i 1 CONC.FTG.,3' . ' : BELOW GRADE(TYP.) in 4'-O" 7'-61/2" 8'-101/2" ` 54'-6 " 1. 's_--`0 : 0 : • ,2'-0", 7'-31/2" ,2'-0" 19'-81/2" '-0" CO 19'-63/4" '-0"/ -,:e, r r ��Q : � Q 24"X24"CONC.PIER REINFORCED w/ -I." ' ' ' ' °+:1, ' ' 4a (9)#5 VERT.REBAR(STIRRUPS @ 8"OC) °'4t : ,„',, -',''4, O '�;,P "7 e• ', e° 9'. 36"X36"X12"CONC.FTG.REINFORCED `$ . .,'.,'' %<•- . 'eC'•7,, 1 1'' ^° ''`" w/(6)#5 REBAR EACH WAY 3'BELOW 4r ^°c.o. GRADE(TYPICAL) 11-211” C Z ap-,B1 Z Q o `r / 36'-0„ / w Cf) ,2'-101/4", 33'-13/4" , O O 3'-41/2" 3'-3" 7'-43/4" 12'-3" 6'-101/2" , o • 0 . •,t •o• .a ' ' Dp' „a •• �'D 4 '•• Q•„ • • - +, .• u4 •v'A 4 ,� •. '.t:: 4P D Qi 6,_ 1„ •••` ; 24'- 63/4" ; �. v : a O. .a h. A• C• .• V L D • •4 v • a M •v -� b •,e C 0 . d n • ••p D 1 4 CO a `, c 4 4 , V p ob, 4 07 .14r, ; 'moi 40 .° SLAB ON ,.• 20'-21/2" °'° GRADE . v. '•' �j z 4 . • d • 1 D 1 H g O 4 ••D aN .• •.4 N SLAB ON GRADE 4 o N w D . • D A•v 4 • t7• 0' L1 n o p 'a .• •h e .a V p• •D ' V • 4 0 O .v D 4 O ^ o • ' • a'' O In a ••° • i I :a: �,4 '� ON p D r tar . o• O 41-1 0' Do' h N41 5 -�r •v ..vo ' co0. m O p •p >tlesI . „ „ „ • 4 o r+ r„ �) yy3 -3 61/ •0,61,f2" 3 -3 c4 en 0 ..G f 4 . "L_ D "I_---_... ,I( SLAB-ON GRADIS;8"h..WALL + •D R 0 ,`moi X a ms 1� 4 '. pp4 p • ,o • v • °p • •v ' , •. p�Q °p ,o ' • ', pP4 °D • ,e L. • •, ppd 417.; •v • w d 4 I 4 • • .Q •O N ,P ••• • '•0 •O .Q 4,D . •L.• •O pa sa Q • al.. 0 '�j FFrr V ' 's-�N t o +; E IN .o. 4 v D ". 24"X24"CONC.PIER REINFORCED w/ - ': • p I -� oo " cz ,c1 r v° ` ° ;I (9)#5 VERT.REBAR(STIRRUPS @ 8"OC) �:',-''.,'1, O N sr v •4:3 . -C-N" D ° r7 36"X36"X12"CONC. FTC.REINFORCED •, ','• '7 I 0 W ' ''t O w/(6)#5 REBAR EACH WAY 3'BELOW `1y� •',^ P'-4 a SLAB ON GRADE O ••4 _ I GRADE(TYPICAL) a •N.-- v •• 1,, 41//, T pP Mfritel A ,.• v oo a W d CI)G - U 'KtJ •v • -• p04 °p • ,v • • •• pDQ •°p • •v ' • • pfd °p •v ' D -4.1O I� • .O ..0 •0 O rd .I.; •A• .O .Q np - •s .4' .Q J tt r ` 21'-0" , 15'-0" °`� • , H 36'-0" , Q 11'-73/4" '-0" 19'-63/4" '-0" U ..„ g35'-21/2" , g E FOUNDATION PLAN NW SE PROJECT NORTH 1) 10"THICK POURED CONCRETE FOUNDATION,3500 psi. 4).VERIFY WITH OWNER 1F BASEMENT SLAB IS TO HAVE RADIANT WALL REINFORCEMENT TO BE#4 BARS SPACED @ 12"OC HEAT AND CERAMIC PRIOR TO POURING SLAB. i i BOTH WAYS,MN.3"CLEAR(TYP.) HOOK INTO FOOTING. . sw,^*a '; Ii\ SCALE. 1/4" 1� 5)-PROVIDE 2X8 ACQ SILL PLATE UNLESS OTHERWISE NOTED. � :� A(7q ' 2).FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY SILL PLATE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD �` ); FOOTING.FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR AND FOAM SILL GASKET. At?4l��r�� '-&� Ac _� w/#5 BARS PERPENDICULAR#12"OC.ALL FOOTINGS TO REST a ON UNDISTURBED SOIL(MINIMUM 3500#CAPACITY). 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0" G� `^� '9,��`A‘'.‘� OF CORNERS,INTERSECTIONS AND SPLICED JOINTS.ANCHOR 4r Q " 4 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON BOLTS TO HAVE A MINIMUM 7"IMBEDMENT INTO THE �' i-,;•-•;• DRAWN: MH I MS COMPACTED FILL. REINFORCE SLAB WITH 6X6-W1.4XW1.4 WWF, CONCRETE.EACH ANCHOR BOLT TO BE ATTACHED TO SILL P.*'. .1,‘P. j`:, Y. SCALE: 114"=1'-0" INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS PLATE WITH 3X3 SQUARE WASHER AND NUT. { ' JOB#: ADJOINING WALLS.CONTROL JOINTS SHOULD BE NO LESS THAN E y`� ONE-FOURTH THE THICKNESS OF THE SLAB IN DEPTH. :;12339 4b,4` August 10,2015 MAXIMUM JOINT SPACING SHOULD EQUAL SLAB WIDTH. sir SHEET NUMBER: MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO '• '...,__O F MORE THAN 16 FEET. • las 3 I REVISIONS: 4'-0" 4'-0" 4'-0" 6X6 ACO PO Si)2X10 ACQ GIRD )2X10 ACQ GIRD 12"d(a.CONC.PIER (TYPICAL) 1 1 " I-AL) 3'BELOW GRADE (TYPICAL) \ I I O -t C> .. ..•,••• dilillEIIIRD... .......•....... ...0 MI=I 1 �■ y 1 1 ! B ' O ,. 1 MEV.I I 110 1. 1EV1 1 1 1. I IV +1 1 I F �� ! 54'-1 3/4" , (2)2X10 ACQ GtC�DER(TYPICAL) if 1' ` , , I , x,91/" 9'-3t/z" 21'-81/2" : 21'-63/4" o ,�/z ' 1 1 , / 2 2X10 ACQ GIRDER PICAL) ,__ _.., (§). \ ;F-k-i- 4-- ---+ . , . - N. HSS 5X5X1/2 COLUMN ' :.E3 y _ - . e . — . . - - . - Li ' --_-1 -N\ \ POST TO BELOW I r • 1 : • • : 1 _ ' I: C 1 I (4)1-3/4X14 ML GIRDER 1 HSS 5X5X1/2 COLUMN (4)1-314X14 ML GIRDER HSS 5X5X1/2 COLUMN , 1 H5S 5X5X1/2 COLUMN ' i ' (BOXED IN)(TYP.) r;-__, LUMN POST TO BELOW ' POST TO BELOW ` ' (BOXED IPOST TO BELOW i P.) (BOXED IN) (TYP.) I (BOXED IN) (TYP.) I I �� , I 1 I I' I W mII I I w z I I , ' n a , 0 U- JII IU PI I Ir- I 17, CAR PORT , I =N i� I 0 on I I' (2ND. FLOOR ABOVE) I I rn 1 I I I I \ , I I I DRI 2X17 ACO DI @i6"OC w ' .1 �- ."� /DBL 14"711560 WOOD-I FJ na 16"OC/ 3 3,0 / ' �T� J I h+i 0 I -1I 36'-0" I VD / I . Y A. I O (DOOR) ,2 a' / I ; 3 II ° I o p„.I O 2ND. FLOOR FINISHED FLOOR _ \\ \ = I I 5 -0 15 -13/4 , 13 -0 I HSS 5X5X1/2 I I N I \ ' I a HSS 5X5X1/2 HSS 5X5X1/2 % x ' \ 0 I N II `" I. (3)1-3�•.\14 ML (3)1-3/4X11-7/B ML HEADER , 1--� up I `^'/ 2)$/�'\ EEL S\� W III I I f X o a 6'- 1/z" "' m 24'-91/2" I I ,, I I 1 ii" r, w , • I CD �'— m 1 x N .. 1 3 I x rTl N . I I �.i..r r v vr� I ' -� �, o I I \N --I O I I rn Up ; i-�; O I A - c0 I I I I X HSS SXSXI/2 COLUMN i I; V I A C7 rn 'I� POST TO BELOW : LU r N E' 2 I I� (BOXED IN) (TYP.) -- --I, �F ,y \N gi O LL, ' pl,e I I g ! x TSS J I� !.., L4:7---, 1 111 " I I I o STAIR WELL W ' - - ~ w IIP 0 I (2ND. DECK ABOVE) I W N I O N I E""', o e•,, \ \ , !� I DRL 14"TA560 WOOD-t FJ X16"OC j ,I"1 I 1"" 1 O a HSS 5X5X1/2 9'-43/4" o I ,--i1 I ,� I STUDIO �, m M , I I a ,...•� J. ST.FLOOR SLAB FIN.FLOOR \ \ O r I/14"TI1560 W OD-I FJ l6"OC I O �. e.• . .- e . * e. . • s. e.• e. I -� /- I I ^ ro STAIR SECTION : I CLOSET I I ! 5N i N '—� VERIFY STAIR LAYOUT I I O I I /DRI 7X12 ACO D1 X16"OC—' I PRIOR TO CONSTRUCTION -� �— I cDI , I II . t� a I m m ai °u I '- I II , X0 In ^� � WALL O) 1 3)2X10 HDR all:2x8 Exterior Wall, p „ II SHEARI ;'� -�— HSS 5X5X1/2 (3)2X10 HDR ,, '.s P' I O N HSS 5X5X1/2 O �•' d° �' H N HSS 5X5X1/2 I I _ o I 1/4..) ' I 'd W x Y Ln 1 I a ' CI 3'-4" 16'-4' x x Q ` \ ° I N ' I tip V ) d o o i (2ND. DECK ABOVE) I 1 I - FRAMING: 2X8 DF#2 @16"OC 11 I pT ;y ^I o in __ _�, �� \ i i HSS 5X5X1/2 COLUMN ; , ��' HSS 5XSX3/8 U _ _ _ _ _ _ _ . . POST TO BELOW ' ' Tn u 2.m ch END WALL POST: (3)2X8 DF#2 POST ABOVE - W12X45 STEEL GIRDER ' ' \ (BOXED IN) (T'P.) ' 1i N cn HOLD DOWN ANCHOR: SIMPDON STRONG TIE HDU AT ALL I ,n O W ^S` WINDOW AND DOOR OPENINGS O I x OR AT 6'-0"MAX. o ' \ On 12'-73/4" 21'-63/4'' p1/2/ I MUD ROOMI SHOWER EXTERIOR PLYWOOD: 3/4"ADVANTECH PLYWOOD 1V--- Q X 35'-0" M N1 CD .,Y / INTERIOR PLYWOOD: 5/8"ADVANTECH PLYWOOD p IEti) I HSS 5X5X1/2 I j.,_) (3)2X8 HDR W PLYWOOD FASTENING: 8d @ 16"OC EDGE,8d @ 12"OC FIELD r,0 (3)2X8 HDR 1 TEMPERED \ \ \ \ \ It Q 0-i GYPSUM FASTENING: No.6 X 1-3/4"SCREWS @ 8"OC EDGE 4'-0"x 2'-0'/g" 4'-0"x 2'-0'/e" v 12"OC FIELD A41 A41 TNITZI1 C!1 / 4'-3" j, 12'-6" j, 4'-3" / <C 03 / 21'-0" / 15'-0" / H Ix / 36'-0" / 20'-0" / d E CA j' B 1ST. FLOOR PLAN NW SE PROJECT NORTH SCALE: 1/4" = 1' A SW .r 1).PLATE HEIGHT AT 18'-9"+/- (FINISHED FLOOR AT 20'ABOVE GRADE). 6)-ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE t;4.... t°. A ti--1,z,„. - APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 0',.:5`..'! >>1.7Z'wmC`1Yv;{a '1h ''I 2).EXTERIOR WALLS TO BE FRAMED WITH 1-3/4X7-1/4 1.55e TIMBERSTRAND HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING."• �y ',`I CA, `A. S� \��; .i LSI STUDS AT 16"O.C..SHEATH INTERIOR w/5/8"CDX. 41A, :I r 5. -, ,,,.,s ,., 0 t,. \ y r 6d q r \; — 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 7). INSULATE ALL EXTERIOR AND INTERIOR WALLS. . .. " 1'" '°`'<==`,'',. iv_.. 4 til 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE 8).INSULATE CEILINGS. t 0,6)::L-o : ?`i.. 1 DRAWN: MH/MS BLOCKING AT 8'-0"O.C.AND MIDSPAN. t i, '". ._' '=''A` 14,.,;,f SCALE: 114"=1'-0" 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. x`�` „ -. r JOB#: 5).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS BATHROOM TO BE MOISTURE-RESISTANT SHEETROCK. •,'a.0,' � vim,° 3 ,� OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS hr .,w �?3 'r August 10,2015 ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 10).INSTALL SMOKE AND CO DETECTORS PER CODE. '` ._ � Sts. SHEET NUMBER: MICROLAM HEADERS.STEEL BEAMS TO BE SUPPORTED W/3-1/2"X 1/8" THICK BOX TUBE STEEL POST.POSTS TO BE SECURELY FASTENED IN PLACE WITH PLATES AND BOLTS TO STEEL BEAMS. A 4 s 1I LI REVISIONS: W z o ° 0 U v)B Q a W C/D x 0 0 0 � 33'-13/4" , w 12'-13/4" 5'-4" 5'-4" 5'-4" 5'-O" 'I f a rn AXW41 AXW41 AXW41 AXW41 4'-0"x 2'-11 15/16" 4'-0"x 2'-11 15/16" 4'-0"x 2'-11 15/16" 4'-0"x 2'-11 15/16" rTi Iii 1E2 L , (3)2X10 HDR. (3)2X10 HDR. (3)2X10 HDR. (3)2X10 HDR. 0 I in z ,- ° d• CA X N -� V1 N X Q Fri 4 p III I O 0-� A in STAIRA �'" w WELLun T = ;.- g ›.., i w OPEN I TO N O \ ` : : BELOW a :� DECK ABOVE W C X iv -----Sc r,i 1.0I I all ZD Lf) • a Ul 0 a `° o �� _ ° \ XN X 0 " d 1— Q X N X N O v N X Q O 0 9 'H. co STEEL CONTAINERS ,°. ABOVE (3)2X10 HDR. (3)2X10 HDR. (3)2X10 HDR. (3)2X10 HDR. O � � L-j 4'-0"x 2'-11 15/16" 4'-0"x 2'-11 15/16" 4'-0"x 2'-il 15/16 4'-0"x 2'-11 15/16" u AXW41 AXW41 AXW41 AXW41 o a. SHEAR WALL ,, DECK ABOVEU °' .n .1, Cn oo HSS 5X5X3/8 N a W FRAMING: 2X8 DF#2 @16"OC " " " 5'-O" 5 -0 1 5 4 I 5 -4 1 5'-4" 1 END WALL POST: (3)2X8 DF#2 26'-0" HOLD DOWN ANCHOR: SIMPDON STRONG TIE HDU AT ALL W WINDOW AND DOOR OPENINGS inssi tH OR AT 6'-0"MAX. B E V :::::: ::::::: .l.ST, FLO0R PLASN NW SE PROJECT N 0 RTH cxei U, SCALE 1/ PLYWOOD FASTENING: Sd @ 16"OC EDGE,8d @ 12"OC FIELD ^n — �' `f GYPSUM FASTENING: No.6 X 1-3/4"SCREWS @ 8"OC EDGE NH 12"OC FIELD 0 criiii <4 - , ,,,,- ;t:so."41:j A• •„,,,,, e �ti Nc6 4, F� \' H lr````" ; ) DRAWN: MH/MS te,-1, � ,.,xY_„, ��' I� SCALE: 1/4"=1'-0.. 'i- <,' / JOB#: v1233 -{ August 10,2015 '""Z ,d P, plS ri SHEET NUMBER: REVISIONS: Is DN Z 0 / 32'-7" 20'-61/2" 12'-01/2" f r CXW235 44 8 x''4 0 5'115/ 13/16" 1 I " (2)2X8 HDR. 13'-33/4" <415'-71/4" F-0 / d , Q0— O o s%- ...r.? x X \ \ �TiG�4 CN V 1 m R I Z Crlo _ C N ® I 0 "' T BEDROOM No. (m o P.*KITCHEN o ' M �_ � i.-,., 1. _!�v • xNm . O J T72i :/ o Vx X _ ,.. c :. P C N 2L3/" ^-Q7 ON d► %L • cstl N. 1 (N t IImo►, �r I : N M milk r`. I I • OI * I 2'-4"N- 1r 12'-113/4„- `- // 2'-6„ In 0 I �/� m T V 1 N M O U x NI BATH No. 1 (..? p o �✓ I ''-1---1 Q. - 2 __A; 1 ID w N _~ e ”" n DINING ROOM N '' - 1 1 ^ w A STAIR WELL N j' 11 1 ___ —1 A z C. v 41 r, o Tr ° = N 2'4" r f. _ ..._ _ H u � N m NoV 11 �I W o N F-' v , O ....1 ' V 1i CO BATH No. 2 o i DECK 1."- 1 co 0 r4 "— CO ..—.---/N r _ or- v "-.� I 2'-4" — .— o, ni :r - 9-1/2 T " LIVING ROOM I x NC., 5 13'-33/4" '-31/2„ M M Cr)oO Zo / v - /9.1/2 T11230 X16"(�C N. +; In rr 0 II '' I i'-1 ,. X o X °' BEDROOM No. 2 u I x ��o : N -co = O w +'' `�+ n1 4J 24, 1. in O p O 0 M C �C rH CO o (2)2X8 HDR. (2)2X8 HDR. ' 1 Bi rr , \ \ 0 v 4'411/4" 7-11W N O W FWG50611R , „ FWG80611L I ^ / 25 -2 SII' 0 0 _._ 1 In ;n f821211rn 't— F LI) 8 SHEAR WALL / 1 O'-11" / 13'-11" 7'-9" careml tf 32'-7" 21'-63/4" i Et t FRAMING: 2X8 DF#2 @16"OC E END WALL POST: (3)2X8 DF#2 2ND. FLOOR PLAN NW SE PROJ ECT NORTH ,4 HOLD DOWN ANCHOR: SIMPDON STRONG TIE HDU AT ALL "i'`( B SCALE: 1/4" = 1' SW U WINDOW AND DOOR OPENINGS to OR AT 6'-0"MAX. 1).PLATE HEIGHT AT 9'-2". 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING EXTERIOR PLYWOOD: 3/4"ADVANTECH PLYWOOD 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. i d INTERIOR PLYWOOD: 5/8"ADVANTECH PLYWOOD 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 6).INSULATE ALL EXTERIOR AND INTERIOR WALLS. 4).PROVIDE 3-2X8 DF#2 HEADERS OVEIR ALL OPENINGS UNLESS 7).INSULATE CEILINGS PLYWOOD FASTENING: 8d @ 16"0C EDGE,8d @ 12"0C FIELD OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS { ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. x «, '�^! - 13 GYPSUM FASTENING: No.6 X 1-3/4"SCREWS @ 8"OC EDGE MICROLAM HEADERS. ...., s ' �" BATHROOMS TO BE MOISTURE-RESISTANT SHEETROCK. e`a �. A�C?,� , ,, 12"OC FIELD 9).INSTALL SMOKE AND COP DETECTORS PER CODE. frA. eN.1IN ,y I- 4,.. , Sia =s`, y-4^ g DRAWN: MH/MS }� Ili ;>';r��s11`}.n SCALE: 1/4"=1'-0" ^ , ,� J"4' JOB#: Cys.N‘4,‘,. C' August 10,2015 )'Ir.R, 6.223 -,/' SHEET NUMBER: A .....6 1 REVISIONS: I i i I. I D ,v; B V1 1 I O1 I I , z1 , , I 1 d I 1 a 1 I , 1 w w w 1 O I I O/ 1 , (:) W ILi '.. 1,, )./...7.....) I ' 12 a 1/4� 0 (241 , I 00 I I ' J// I , I I / 1 1 ROOF AREA:1685 0 SQ.FT. 1' , ' AT 100%WATER RUNOFF:282.0 CU.FT. �� I r I I PROVIDE(2)8'DIA.X 4'DEEP DRYWELLS , I I DRYWELLS CAPACITY:338 CU.FT. i i ` , I 1 1 1 I rWr -1 � ✓~� DRY WELLS TO BE 10' MIN. ' I �j• ` AWAY FROM HOUSE 1 1 1 I,. o o ° e 1 }� ILI 1 1 FSI ` I I 1 ,; v I I Q i Gil 1 C I I U L I 1 r Z ' ,r I , w I V' 1 I �] , ,M,—/1 A I M I W I .- I I H 1 1 I TFC V (DECK BELOW) W o , I I 1 I 1 CY I , I , 1 I , I , 1 r 1 OGEE GUTTER-STANDARD 5" 1 i 1 1 NOTES: 1 1 1 1 1 ;� . 1).EXECUTION: 12 A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. I , + 1/4 t 1 2).PREPARATION: I , I N A) .CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. 1 1 B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR r e I m 'et ,,. O ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDMONS. I t I ON i2 C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR , I I X U METALS WITH PROTECTIVE BACKING PAINT. 1 ; I M m p }' 3.INSTALLATION: I ' "� 1 , 1 O 1 v A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. I t 1 X O 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. , 1 1 L�.I } et e 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. 1 1 1 z w " u c� a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND I I t I Lf� t..1 ACCESSORIES. 1 , O \ B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT I e I I N- + t1 0 c- V CONNECTORS. , I 1 G O 3 i~rt )y 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL I I r '� v c� -. ' I CONNECTION WATERTIGHT. 4).PROTECTION: I I 1 U `� A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. ____ _______ __________ _ 1 I E U) B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL 1 `'---'---------'---'--''''''''-''''''''''''- - COMPLETION. _____ ________ - J N 5 4 IP-1 I 1 I I 12 l 2X10 DF#2 RR al6'OC I f 1/4 w '— 1 I o I W I I - 0 I U x 1 O I ---2X1n1?F#7RRt I6"OC/ ,:t. 12 I cm4 g?) 1 1/4� � ROOF PLAN E ,:„.t I 1 NW SE PROJECT NORTH N SCALE: 1/4" = 11 SW 1. J 1).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. w>, 2).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND0 CV DIRECTLY TO THE DECK ALONG EAVES. x ,, 3).INSTALL EPDM(OR EQUAL)PER MANUFACTURES INSTRUCTIONS. I tiB • .■ ,.s_A1,,<1N SCy % �` 1,Zr tv Q„•' AN -'''' ;N Ii', DRAWN: MH/MS ,gl r ,• SCALE: 1/4"=1'-0” ti ,k,;:,::,...,,,.,*7 f JOB#: V.:Tk`. -.+b�,.��-tee t` �C$' August 10,2015 � 2q,O e`er ' SHEET NUMBER: `�� ,„3,„ AA moi'' II REVISIONS: 12 L RI 1/4 EPDM ROOFING ML RIDGE —\ — - — - — "9"172 T.11230 @16"OE 1 - - \ - - -a . ri . PI i 'r Q + 1 N o I - SPRAY FOAM WATERPROOF o .. INSULATION 3ETWEEN JOISTS 1 3/4"SUBFLOOR M —\ - - �� - - __ _ft MP. — 5/4 DECKING \ \ - — 14"TJI560 FJ @16"OC 0 DBL 14"TJ1560 WOOD-I FJ @16"OC ,. ..`1 DBL 2X12 ACQ DJ @l6"OC (4)1-3/4X14 ML 1, (4)1-3/4 X14 MLN I w/(3) 1"STEEL 'I r w1(3)1"STEEL (#i-) 5 I 1 ri ---fl 24"OC 1igl U ®' ( ® Ill� r �^ cn ` / Tlit�mm11•!t / I I I I l r i1 V ti li!il I I _ _ 1 gl/iill. II gq ti l 111 \4104 041 11111111111111111111.1111 4 IPC1 cc) I ) 1 \ / 1 II . ii NI ( vo --, 111111.11111111111111111111111111 ill f J i ` I I 1 �� 1 I 1 I� / I /, 11 Ij 1 SEE FLOOR PLANS FOR 11` �� HSS SXSXI/2 COLUMN z0.' °m5TAlNLESSSTEEI ( II1 ( I SHEAR WALL POST TO BELOW1 l 1 \\ I I DR GALVANIZED _/ .f ,1 1 J1 �i1 l/ / �� WOOD SCREWS YJ/ I 1'I �A 1 ! O / oo I©J J I __A/1 I ~O.I -_----_._.___._-r�-i .____ _,__....._----- OIf010 I wnsHEes lr o.c. J I ~sip I W --' (BOXED IN) (TYP.) ZnISI1 ( f .�t.��i�===��__' I 12'O.C. 12" ( l/ 04. A-1 rWi) 111' I -� Q L. ,i) I\ \\\ ....I O —1 oac) ./ I 6 �t\ I/ ( / I I, 1 I 1 I SHEATHING ----- - .�_ -__._._ P4 chi ' / I / I I/2•APA RATED SHEATH INC ( ��I ' � l li I f/ ___ ____ ^ I {( /1 I ) ' /O. GPADE PLYWDW -- --- I ;_ 1 It L_JIMI ,1 / I ( / { RNATiVIVE:7/t6"056) ) 0OI / —* ti -� 1 --------------- � � V 1!2"APARATEDSHEATHING ---i ' - / I f 1 I CRAM PLYWooD l ® LJIJ ALTERNAi7(16'O5B) 11 ) 11 ` fr I I`rj f II1I I/ i --I `iii !Ii1l I ) I I/ I ------ -.Ii F~+i ;kID STAINLESS STEEL � (/ � ( 1 J/ / fi OR ANIZED ' / / 2XD ( ' ( I r I ( — DD I I WASHEPS @ 12"O.C. ' 1 ®j / 0 -%� " --. l r i I f I 1 WINDOW SILL t ( �' ` f —. - \ - — °. e - ° .-. . 4 CONC.SLAB ` a e .-. . -- i . : :,,..,• .a n 1 '8 O, v.J `� \ s •• - - a .�• ♦• ° a. °. a. e• a •. °. • ♦ •. ° a a a a s. �,I 'I ( ��11 '1 'TYPICAL HANINDO 0"OPENING)G i f i �rgr � L - �r� a0 .D • iD I. .o• ' \ i I 1Y I ' ]0"PC WALL,REINFORCED L ' a a I 4• Q"•. ( r r .10 STAINLESS STEEL f l f 11 ! , I OR - 24"X24"CONC. 'O•<`'.,•e• `` I I I 1 I O #4 BARS SPACED @ 12"OC • • • _ I d 1 i I _11 I I�, I i I } S IDSCREWS W ° .o (9)#5 REBAR,STIRRUPS - W WASHERS@12"O.C. I BOTH WAYS ••- ••• �. ...J. 01 f• } NO .•�p ,p, e, V L TYPICAL DOOR OPENING •mss d• :•• d° ' ',,,..*.••'d MIILTIRLFE2STUDS ASSEMBLIES p �1�. •A V•- . �•O. • • va E. V•- • (LESS THAN 4'-0X8'-0"OPENING) 2.251 OFN2 STUDS CONNECTED —\ — - — - — • • OR VIENRIWITH STAINLESS 2ED BOLTS W/ AS STEEL 24"X12"CONC.FTC,. 36"X36"X12" • CONC.FTG. % AND NUTS Ora"O.C. (3)#5 CONTINUOUS AND ( ) CD TYPICAL MULTIPLE OPENINGS PERPENDICULAR#12"OC S E CTI O N / —i 6 #5 REBAR EACH WAY (MORE THAN 4'-0X8'-0"OPENING) W WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SCALE: 1/4" = 1' E AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) W WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" r F-, AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL �W-y CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHU I I ERG FOR INSTALLATION. E -4 �.{/ O Wo S a 9-1/2 TJI230 @16"OC IMIQMAIMIOSIQM1CM SR Q S S2 SIV S71PQ S2 SI S2 S2 S ?CPS? g Si S2 ,,I 2 S2 Q_St S2 '1 S?t2 S t 52 Sit52 ClitQ S 2 - - -� - - . - I ile C C �I I tocri .1, o O3 O3 - 10 m r�-I ("^ +�.•11/41 11/20 1 1/4• •1 1/4 •11/4 011/2 i11/4 I4"1 oq a4LAV. ' SIi.NK - iiit._• I - WVW.0 "a W.C. Wil lI) � f.+D.W. b.W. I \ SHCNVER BATH (" ri_ �`■1 3/4"SUBFLOOR I I/4o 30 20 02 03 02 C.O. 1._1..4:t1.1. .- �.f1!�c.�.- 2. ... .. 'L:'� .", 41 ,�1 411.-I�.1 L.2. 1.Ut I i� �.iti I 1[�2CI,1 v C.O.O 3 o t t/a 1 « DBL 14"TJI560 WOOD-I FJ 16"0C el i « (4)1-3/4X14 ML .i In U SD•� 1� I C.O. 3 « C° 3 Me ►e CC N v C I. W ---'ter k'I —� I Vic. 4 11/4• 11/20 OI ' --113" o W.G. F.A.I. r ail' .t �SHfWER HSS 5X5X3/8 'j 1..--- W_Forri t BOXED INlN ei N040 c.o.II• 3o N N P41 fl\� Pei 3 --a __� « SEE FLOOR PLANS WI O0 a �—7. — - \ - — » FOR SHEAR WALL 11141 Ir,.7.1 TO APROVED 1 O SLOPE"1/4"PER FOOT PITCH TO DRAIN 4"C.I. SEPTIC SYSTEM L 11.11/ N �y TRAP HOUSE W12X45 STEEL BEAM i) 1411 HSS 5X5X1/2 COLUMN 'z i tc I » POST TO BELOW PLUMBING SCHEMATIC WI (BOXED!N) (TYP.) g � »I it N.T.S. ii104o1411 111104I 0 Cl) 04rill ilil` �,,, — - \ - — a 4•• •.• - ° •. a.• . _• a. o•• - 1.i� °. . .-. • e. °. -• • .••a s •. . .�. -. • e a. . .-. • .. e. J ° e •. . a °..b w.a — - —s- - — 2"_ '•"".•""•,44''Z.:.:: �ii \ :aD 10"PC WALL, REINFORCED •a•D ,.t' -D.•,..0 >`J eiF Ck''' �'" ,a L.e .N. 24"X24"CONC.PIER a . • • A O C.., #4 BARS SPACED @ 12"OC •D ,p„ (9)#5 REBAR,STIRRUPS •„-Da •o <' 1, 1$C� �:� I •..D BOTH WAYS • sP °,-' @8"OC) D • ...-°•e `�S 4- # {�'i �<0 �- 7.0 AV .••.d° >o•• ••d °••.dp A•.; ” '•••"...P. fHJ 11 Fs1,ii Z F of DRAWN: MH/MS 24"X12"CONC.FTG. 36"X36"X12"CONC.FTG. 0- 4. ,' l''-�'*"'-', SCALE: 1/4"=1'-0" N (3)#5 CONTINUOUS AND (6)#5 REBAR EACH WAY -@ ,' ',.`f "k4 ,4-- �e .; PERPENDICULAR#12"OC , - -` JOB#: SECTION B-B v �° O I August 10,2015 p. "/ "2239 �� SHEET NUMBER: SCALE: 1/4" = 1 _"�� REVISIONS: NYS ENERGY COMPLIANCE FOUNDATION: CRAWL SPACE: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE `i4 WINDOWS AND DOORS: '� it ,�s�,? c - � j 0 INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. a 1). INSULATE HEADER UNCONDITIONED BASEMENTS: b' .': 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. 4 e c,«' . E,, ,E, : ,,, , .„ ce, } , 1 ' # '� "° .4:::21EL, 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. ?A Ina BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ALONE IS NOT ADEQUATE. 4). SEAL DUCTS IN BASEMENT. 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE 1). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2). DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FRAMING: Project PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. SEALING PENETRATIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. 1TTgy Code 2010 nem ` Conservation ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. Location: SuffolkCounty, Herr York U BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. 0 `+ ns : c Type.:: Sing e = RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): * a Project T e Const ion RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALON`�,` '``„, `' Q p CONTACT ("IC" RATED). AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. ndtttiII Floor r : 0 W o INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS glazing 0 C STANDARD OF 2.0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK: Climate Zone: 4 (5750 Z ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO I). FULL INSULATE JOIST CAVITIES. W BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. Permit Date: P4 r=1- SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: ?emit Number: IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. Commu ` "i Site: Owner/Agent: 'D atior r>I Nontractor: ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: �+C U T- CPU ',t : 5ch ar ,,, Arc e HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1). PROVIDE HORIZONTAL BLOCKING AT 48" O.C. AND AS NEEDED FOR NAILERS. . ., IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. P.O. L a 9=' 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. J, nC 1..1I�:'1 4" rT1 TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. - �-� -4^1- F-�-I PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES C INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: mkzarchiteV*;optordline.net SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. 0 HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: HEAT LOSS CALCULATIONS AND SYSTEM SIZING: „-. ." .n r- ..:,:•.. r -,.. .,. .- � ,. •. ,. ..,.:., r.- ';,,tea%,>m»c®e,aa x - %&.;, ^°;'^'�m;r,- ',^ .'" '. "'=, �,+a•' , ,?.:RM° `�„�_+x+r+.. ,.m^z�, THE BLOCKING AND THE SUBFLOOR. .. � . .. ,. �.. ,.,, Y � : V1'. , ..' I).. SEAL ALL PENETRATIONS THROUGH OCK ,. _... � .. . . . ,. � �., . . .,. x , .., > , >� :/-. �r: �' :.A ,�F . `yam .. - � w.-:y . „Isa ,iii.:, ., ,T -_,.,:' ,-:.v- ..b�•' 5.. .: ... .. -' -J;., : - .- . .`',�,„� - �ai.'o yy�.. , 14„.h",&,,}7,15"4„,,,,,,,a. .,• s .. y+ ,. a -- .-_ .,.. _, "?,,,:',':'-:'!:,E'.. -... -'--`, .: .- ....,, _:.- ... : -r.a � ,.. ., ', .,? ._". . . ., , M - ^ �P -„ HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. .,, w e : - 1. a. � ,. .„ . . . .- ,..,.m� ,�� ..�«„�,,, . °` ate.,., <,.,-,,. �r�,. F ,.., -„ . , -':. ,��.,:'! ., . A JOIST WELL ENOUGH TO PREVENT WINDWASHING. >ga . .' _ , .�� T 2 . SEAL SOFFIT AND BAND JO �,.,q �� .erg, ,�; °y 3. 'hma .2 .-,:%:,,,:,, F 5 .. . .. d - ,. ,,,..,- .. .: ..:,..-;.,., vrb:,R, "c,.. ...,, s, :..,.......�.•�:' . �m..<..�..w:. ... <an..,.","�"�t+.M- S•,.,w_ .,. ✓ ,. .,, ., A ,,.A ,.,.. .,,,. F'z .. `£� .., ,..dm.k F .,.x e.._e. , ax �... .: '.-'. .. v .. 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. .� ,�.��.,��b �,. �.�. ,. .� . � �.� �x , �..., n ,. .k .�,.< rs w_m ..-.. <:::'. .�.�. , ., .. ... .... . HVAC SYSTEM EFFICIENCIES: 4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THE n7111;ric : " ' R r "'` n• � Xi fb Sgi � i r ` IA,: 597 rr ll THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. V 44 Z ECCCNYS 503.2. NOTE THAT CODEMINIMUMS FOR EFFICIENCY FOLLOW FEDERAL It I 1L „prr d m %t e cad' u �,c` , e ve Irzi a , . iyr ° °" i O MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: [� 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE t� HVAC CONTROLS: CEILING WITH ADHESIVE. Assemblies c CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPERATURE 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM : , CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER "'�' PIPE AND DUCTS. �' CY R STATS USED TO CONTROL ..,: (FOR HEATING) AND/OR 85 DEGREES (FOR COOLING). THEMO 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. 1,,.-z,.,-,,,,,, , -.,_ .: ." �, „,, .,-... ,n rrrs,v'Y.,.b:.,. >wo-.ratz-+..'-- ,� ,=a ,.k`.�i. .� , % e, (OFATh,. ,-., ,,r. ... :, .. _ ,. ANDCOOLINGSIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGEg* HEATING ,: .z • . ..-,,,p, ..,'.... 3 b=."•,wJ°'a:- i ,rq- , -..,,, 1::,�7•k,,. .. *• .- , :, „ '� .e- w AC, 6 +. - ,ate _: -, �, �, . ., � t L .- '�. :.'..•'- �mias. ...,., �y" era 1, ,.,�,.Ya:.a n.sa' ,. ..:..,.. '+; ,- .. 4 . PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY , ; ' -". ,.� .;.,, � , . `;' ,.. . Win_... TI AND COOLING ARE EITHER ,,�r,., ._. ., .' .� . WHICH CALLS FOR HEATING . ;�: .. . . . �. .: ,-. ^.:.,.. - .. . _ ., _ .� . , _ : , -' " e' .,... r, . .: � ., � -.,: �� LEAST 5 DEGREES) WITHIN ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. . _ !. '.'''-;,i, - fi ,. , ,., t. . , . .. . -, �_ .,:.X ,. ,.,4 .;, .:, -'. ' : �� , ,::«�.:,': • i .� .,:: ., ,.. K::,, ,,...*:,;;;.:4,-, ..w SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO . .:;.. ., ,:.,,,,:4 ,.. .,. .:. .., -. . �-, _ . . .. �� °: 7 , -, .1. .. . 9,. .. :��:. . F"i a CONSUMPTION SUSPEND OPERATION BETWEEN 30 AND 60/o RELATIVE PREVENT ENERGY CONSUM ;_. DROPPED SOFFIT ON INTERIOR WALL. -:. ,., N„:,,.. , .. �a..rz. _.,.,,,,..., ,. � .., -. .,,ice:<.,„,,. . .a... �.,. .. , -. ..:.�.::.: Ati.h ac.,...,- : -. ,a ., ,. � .,x..,.:d.,,, _..,,,,,._. . , . , HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR . " "�" ` 1002 3 TOP USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT '� �":!` e °'d , TEMPERATURE. TOP PLATES. ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN insulation dpth.'� � - o VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR C1 G 5 GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. INTERIOR SOFFIT ON EXTERIOR WALL: L41 1: ice"' ' F 1�-', s ,1 * 1 .c. ,r3G 43.0 0. 0.0 2 75t. tri 't v, 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. X 11j 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE ,, �, a °aJ DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILITY CHASES. `' cam 1: 'o d Frame:; '` le 'bane with - 22 02 24 '" �'" " DUCT AND PIPE INSULATION 1S REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE w G R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5.3). Solid 8 a 36 KNEE WALL SUPPORTING ROOF: o 60 6 "I DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES 1). SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO c "r 2: Solid 244 030D 12; 2 3 MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. THE INSULATED ENVELOPE OF THE HOUSE. 2). IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. .e 2: Wood Frame, °,l °* ,a.c. 1,273 12.0 D. 0.025 21 c v .� IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR Window : Wood rame:,. l Pane with _E 12 ., 3 4 w DUCT SEALING: INSUYA"TIb TE. DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.4). ALL FULL LOFT: Door 3: Glass 15S 0.30 5 PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) Ceiling 2: ,FittSling or Scissor T : '1, 5' ' t.� 0.04 7 w MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. NOT ROUNDED OR SCALLOPED AT EDGES. TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING UL 1816 MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT FILL THE CAVITY: + "o Ian Statement, ,I� proposed :, dint designdescribed i . 1_ r- . 1¢ai'" t building plans, , ions# and , r„r 0 V INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING , _ p SEALING. AND DRYWALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL calculations " bmitte t B" it'eFFlic �tll=n., The proposedbuilding ing hem I i `L- the 1' New York ` : 41 v' OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. Conervation 'c .r, ''tru+" an Code rectriremen in i i he ° 'Version 4.6:.0 and to comply with the mandatory requirements fit rr WRITTEN MATERIALS: WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT e liE5c e .; Int-pe iorx e' `l' t' N WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE CUT AROUND OBSTACLES: N INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES; CUT AROUND TO SUCH MATERIAL IS ALSO ACCEPTABLE. ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS blame-- i `'` 'ign re 1)5t d REDUCED MOISTURE: BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT. EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT DOCUMENTATION OF R-VALUES: Ucil THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY FACED OR UNPAGED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. ri IF THERE ISA GAS RANGE. ACCESS OPENINGS: VENTILATION: ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE Pr , rt Title: Report date. 6[15 1 MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND SAME R-VALUE AS THE SURROUNDING AREA. L "' ?�� :a` THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL - i name: A ' 1 .n to Docu �:n ` E chat - I Us Pagel _ r r, � \\�y VENTILATION RATES. R �tN SL`0,0r,--4.;,,-4 , KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM CATHEDRAL CEILINGS: 1). PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. ` ' ,� ,� 0 INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 2)a PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. Q 7^7'�k.� A MINIMUM VFNTII ATV-WI RAIF OF 5a (FM WTFRM1TTFHT OR'n (FM C MITINI IC)I1c ~ - _, .° # .� � � DRAWN: MH/MS 4^.1 � / .;°4�°'i! :�,. , F .,.545 SCALE: t\ -.�',,Y< ,.e ,` JOB#: © ' August 10,2015 ENERGY COMPLIANCE BASED ON USING CLOSED CELL ,� ° �y` �t �3 a ,A` SHEET NUMBER: " _ 4 r SPRAY FLOAM INSULATION AT R6 PER INCH. ik' .9 II REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUC TION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, STUDS diii illKING � ...•• AIIIOIIIIIII ' RAFTER 011,,,,, 0 '� r. ENDWALL CRIPPLE STUD .,�. '� I'NWALL STUD :a L. i • BOTTOM PLATE '—•1 �� ' RIDGE 'l'i a II BATH TUB __`� `` 111111 LEDGERHEADER r '`�\, - DOUBLE J015T !� ` II�Ir`ll4� �� ♦ ISIDEWALL1 1 0001 , I (I ' RAFTER ;� i411011� Pr' JACK STUDS ♦ fFLOOR USP NUMBER DESCRIPTION APPLICATION 11110 �' �� HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS li ( ' 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 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST 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 RAFTEF 2x6-2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH RAFTER LEDGER ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / 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 B B ® i► 4 r', WALL STUD —$►_ _ �/ •N�N.,<., THROUGH-ROOF EXHAUST W �� VENTS SELEC TED AND LOCATED B Y CONTRACTOR O H W METAL STRAP �� VENTILATION CHANNEL 'l CRICKET AT TOP-SIDE OF Q RIM BOARD • (� • CHIMNEY RAFTER AS REQUIRED O RAFTERS ' ~SILL PLATE(S) ` D �` WALL SHEATHINGI Ill 111 I Illi%r-A4 MAINTAIN [� • • VENTILATION WOOD JOIST II , C SIDEWALL FLASHING iiiill . 111111111114 i. • BLOCKING C/) FOUNDATION _0 TOP PLATE r0 BLOCKING ` 'y O E-+ FINISH WALL AND MOISTURE ,,,`r1b /f ` - 2x4 LEDGER �� 7' I (+ Q•I Z BARRIER TO LAP FLASHING ,� . V . . r.-� \ 2x4 SOFFIT JOIST ' 0 0 STAPPING TO BE ATTACHED TO WALL STUDS Q48"OC AT WALL -- MAINTAIN GAP `� , ATTIC SHALL BE PROVIDED WITH A �-� ) h 4 I U AND ALL WINDOW/DOOR OPENING JACK STUDS FASCIA '' ` I� �/ \ BETWEEN WALL FINISH AND �` MINIMUM NET FREE VENTILATING AREA r FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION \ ► ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF '� _ I GUTTER ht.* ' a INSTALL �./ SHALLPAC E BE COVERIEDTED. ALL WI H CORROSIONIGS ' • 'ONT1N. SCREENED VENT WOOD GIRDER i1ll`,� 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACKOSTUUDS / • RESISTANT METAL MESH WITH MESH \ ON ALL OPENINGS • �� PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. CON TIN. SOFFIT / EXT. PLYWOOD INSTALL 4'0" O.C. . '� FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATIONEAVE 8" - 14" LSTA30 1-1/4"x30" 18 a. STRAP AND JACK STUDS • AND SO AS TO MAINTAIN AIR SOFFITED / 9 • GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / 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 ANC HOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS .' ,' KEEP ROOFING NAILS OUT 44 / 2ND. FLOOR WALL • `.., �, OF FLASHING T/) ,'° ROOFING LAPS B ASE ® c44110 FLASHING 4 INCHES , i 41 RAFTER 410 O W ,:, .e.... : •• $ BASE FLASHING WRAPS CORNERS, /"\HROUGH IDGE CAP OF SAME ®®..e i EXTENDS UNDER SHINGLES AT 'SIDES 4 INCHES AND LAPSAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES VENT Q ® z ' WOOD JOISTIt+ 41 ` 1. E� PP G TOP PLATE / Z. / '��1 1 ,\ GIRDER/HEADER I� 1` i (� Pi I -i -� -� -� SIDE WALL FLASHING �', '111) r h 0 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS (�48"OC �� I WOOD JOIST �'► —� C. AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD oi f, L - -- E FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES A E CHANNELS AND HEMMED EDGES SO D AS TO FORM DRAINNAGE RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY AC TION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED aKEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TOA FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. FABLE, SET FIR JOISTS APROX. 1 2 HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS E O ROOF TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS I"�'� CONNECT OVER OF ROOFF ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE ��\�\ TERMITE SHIELD \� (.C—)... o SILL GASKET SUB FLOOR N y • WOOD JOISTS o r x• NEOPRENE _TYP. CONC. FOUNDATION A ,., �� • GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE C4 DAMPPROOF EXTERIOR6 MIL. POLY p VIll 6MIL POLY ON EXTERIOR V GRANULAR FILL - BOLTED TO STEEL BEAM WITH Q 7.1 @c, u 1• 1 _ `$ 1/2 " DIA. BOLTS tg 48" o.c. STAG. w +, • STEEL COLUMN Q xw ,� i ° Q o \ ( tC +� • ROOF JACK o s' D u CONC. SLAB4:74:11;$., 'ii �' '1°.,� �'• e• e / i�\ �!"�fi► I STEEL BEAM G�! b�A �y Hur e n A ;t 1• ANCHOR BOLT EMBEDMENT: �• .. ,e `� +. p +'ti+�rfi - ri��4 I :aro QRS v m ++ COMPACT FILL !,.t!A`• •1°;4;Z. �;•' POURED CONCRETE: 7" // 4" x 1/4" x 8" STEEL •a \' •.• co 1 B LOCK WALL: 15" ` I ROOFING LAPS • TOP AND BOTTOM PLATE in U r' 47+ V ° • d ° w1* n FLASHING ATa` CO in KEYWAY FOOTING r' n CONC. FTG. I•p • 1/2" -fl / Q'Q • G ° USE WITH 3x3 SQUARE WASHERS SIDES AND TOP •` WITH x 6" ANCHOR BOLT N Id p oma;��; �• ,�.�k + ^ $. , ^ : 4 ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) �� 1/2" GROUT o "r. w REINFORCING BAR I 1 I "'11 3" STEEL COLUMN G FOUNDATION 5/8" DIA. ANCHOR BOLT DRAIN TILE ► P ,' ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS �.- i I ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM (CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL W TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. (CRAWL SPACE OR FOUNDATION) 2 STORIES 36" OC STEEL / BOTTOM BEARING H WHERE NEEDED FOR STRUCTURAL B RACING. WALL BOTTOM PLATE TO FOUNDATION0 (SLAB-ON-GRADE) 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL VO cl, c!1 C/1 SUB FLOOR Q' CONC. SLAB I [IMO 6X6 10/10 WWM GARAGE DOOR FRAME I� +I JOIST COMPACT FILL m 1 DOOR �I I 0 I I I USE 2X8 STEEL BEAM .'�`� FOR BLOC KOUT -41 it ' :ir4" SLAB z P.T. PLATE �` W/ 6X6 WMM I I SLOPE ' ' ' ' 1/2" AIR SPACE ,�` s'6' . < `�° p r' v A 4, 4"DRIVEWAY —�. NOTCH JOIST AND ADJUST HEIGHT . Alglidill/IPPI < 7 1�� • (WITH A NAILING PLATE IF NEEDED) AT END AND ��. • / ••4 " ° ° p• • •a •°• > • TO BE APROX. 1/2" OR HIGHER THAN U SES OF WOOD '�-"��' ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE ,• ► ,_i� �6 D o Q *1 •;�`�•j�i PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) G'ADE cT ' r. BEAMS 11 i.' i '1 ° ° '�:. ...mil ,& �.L•'Q A.0 144, ••. '*! i;�? 6X6 W.W.M. ..� — — — — -hr — up D /�,.� I I�III �I�IIII,• • 4 4° • e • • rl�'T♦��' 110, r4 5 . D •a c �, 1 . ^ n• • A 4 A. 1 1 —u_ SUB FLOOR ��NOTC H BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM '� /n A 4,' NOTCH EQUALS 1/4 DEPTH OF BEAM I _I o' c MIN. r, C, .�Ain:. n �'' Gy'a •f w3 4 ` ;.s REINFORCING BAR ° ° o MH-=-11=111 II—I o i II s a 4°,e c �o I�=I I L ^.�I JOIST ��. 3:;• .. 4` REINFORCING BAR o °I DRAIN TILE e e , SHEET METAL 30 FELT UNDER BEAM AT POINT I • L!•n 4a 4° - v 4 / # �� STEEL BEAM OF CONTACT WITH CONCRETE OR CONC. BLOCK 111i�-11Ti-11i11JIT_ 1 43., s0 o•°^ 3" PLATE (BOLTED TO BEAM),4 ... ii. �Cis...4--,;,t,. –~TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �° SHIMS TO LEVEL BEAM >`.at .{,� 5C ,b\REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. ,' � ��3" MINIMUM BEARING SURFACE FOR WOOD BEAM {� `�- �d DRAWN: MH/MS GARAGE DOOR BLOCKOUT � �_,� " C° ,--1 �� 4 41 SCALE: 1/4"=1'-0" , :=,. :r BEAM POC KETX :a 1 2 :,--''-,;, `` +� JOB#: 1 August10,2015 ),,ji ,$ SHEET NUMBER: N. Z9.:'" � z REVISIONS: WiND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. :16- -#!_- 4"MAX. 4"DIA.MAXIMUM 4"DIA. MAXIMUM \In- I` Ail POST GIRDER/HEADER II '�o4 ' '� A`Y' POST/COLUMN 1o' A i i _Z 12"x12"x12" • .' .° • IIrill 00000900900 CONCRETE FOOTING * ? . . 3? • A t A m v o t • � y A V V tiII I DECK POST FIG. CONNECTION DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING STAIR RAILING POST-TO-GIRDER/HEADER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING W USE MN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS 1-1/2"SPACE MINIMUM :� O E--i W 41 Q HANDRAILS Z 0 4,_....)ff GIRDER ` ~ RI a U POST 1,/ ''\�. • GIRDER/HEADER 1 O H ' - •>> • 1:1- 0 4111114 cro BALUSTERS RIM/DECK JOIST POST/COLUMN ' • > a/ U ' CONCRETE PIER 0't • • • . OPEN BALUSTER ATTACHED TO WALL t • >• . • t• HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS HEADER/GIRDER-TO-POST CONNECTION SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS LOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. . GIRDER/HEADER i PIECE OF SIDING BELOW RI UNDISTURBED SOIL Q 2-1/2"DIA. LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON CONNECTED TO BLDG. @32"OC UNDISTURBED SOIL(ORGANICS REMOVED) E ? Z LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB 1 Q Gx� STAIR TREAD17° r z ►- --.� POST/COLUMN �� II BRACE TUBE 0 '' 111 ji FILL AS PER MANUFACTURES'INSTRUCTIONSRIM BOARD STRINGER � I,IAllikih �T� FLOOR FRAMING F��-i a�:,_a. 111= — �l 2x JOISTS —III— _ = = =.1� � —III— — = =-III=I �,, ,� ,,I i/ =III=III=III=III=III_III-III=III_III-11 BLOCKING FOR `• a 0151:4 -C— POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS e..]D JOIST HANGER rV l LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. o A G 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN 7DISTURBED/POOR SOIL 1" STRINGER TO DECK/PORCH CONNECTION • 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6"LAYER OF CRUSHED STONE OR HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN / GRAVEL — DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL a LEVEL BASE N 4-, 5 FIT CONSTRUCTION TUBE AND PLUMB co co • ° 4/.1.‘ \\ BRACE TUBE X ., u FILL AS PER MANUFACTURES' INSTRUCTIONS If, o -4 •'� x a c,-,) 1/ •.. t rN� sr �� 4•«7,M �" •...��• ♦sem t� !``r...i. s+f► ., p,• W U3 I - I 11 =III-I = II-11=11 -III=III' in I F 'IS! '111-III_III_III_III-III-III-III-III-II v 11 liefr- ' WOOD JOIST II/ 41.11-4,4114-b- i11111 WOOD JOIST ;a JOIST 1 `) `� I , 44%", , IlA BLOCKING f� Lo:5 U4114 ( �� II CONC. PIER FOOTING .� MIO ' 1/ 'J BIGFOOT SYSTEMS FOOTING FORM N GIRDER/HEADER (; �� 1 II Li ori] 'III) ' >� � j� IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN WOOD JOIST ;�� Addik GIRDER/HEADER WOOD GIRDER 11iI1 ' COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS fr rI'`� (IAT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT PRESCRIBED IN THE CODE. THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT ACCEPTABLE FOR USE IN N.Y.S. BASED UPON lCBO EVALUATION SERVICE REPORTtn FLUSH JOISTS WITH HEADER/GIRDER A' ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. fowl H ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED JOISTS OVER HEADER/GIRDER THE PROPER STEEL CONNECTOR. SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND '� 0I IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION USE WITH RT10 TYDOWN ANCHORS U TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER RTIO TYDOWN ANCHOR CONNECT TO EACH JOIST czo tip tJ� Email H HANDRAIL NOTES: DECK& PORCH NOTES: NAILING SCHEDULE g All required handrails shall be of one of the following types 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. Q or provided equivalent graspability. All fasteners,hangers and anchors to be galvinized or stainless steel. JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES a.., r tasrw 1).Type 1. Handrails with circular cross section shall have an 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. JOIST TO: PER TOE Girders on concretepiers shall be anchored with proper steel connectors anchored SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAILcte) C%1 outside diameter of at least 1-1/4 inches and not greater P p than 2 inches. If the handrail is not circular it shall have a into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA BRIDGING EACH TOE 2-8d COMMON perimeter dimension of at least 4 inches and not greater GROUND WIND SEISMIC FROST WINTER ICESHIELD TO JOIST END NAIL " 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT BLOCKING EACH TOEift than 6 1/4 inches with a maximum cross section of Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall HAZOARDS 2 -8d COMMON dimension of 2-1/4 inches. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED TO JOIST END NAIL be 4 ft. below grade. BLOCKING TO: EACH TOE • '6 2).Type II. Handrails with a perimeter greater than 6-1/4 MODERATE SLIGHT TO 3 -16d COMMON 4). Deck joists to have blocking at 8'0 o.c.. 45 LBS. 120 B SEVERE 3 FT. 11 NONE - SILL OR TOP PLATE BLOCK NAIL ■ inches shall provide graspable finger recess area on both TO HEAVY MODERATE LEDGER STRIP EACH FACE ;t. �s,, sides of the profile.The finger recess shall begin with a 5).A minimum of 10 inch flashing shall be installed between the building and ledger. 3 -16d COMMON fii\s TO BEAM JOIST NAIL f� G, , e S distance of 3/4 inch measured verticallyfrom the tallest "' Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts � � � ,�, r JOIST ON LEDGER PER TOE , ;, sc +."�� _ portion of the profile and achieve a depth of at least 5/16 at 16"o.c. TO BEAM 3-8d COMMON JOIST NAIL 9 °Ainch within 7/8 inch below the widest portion of theprofile.The required depth shall continue for at least 3/8 6).Concrete piers shall be a minimum 6"above grade. BAND JOIST PER END f,'. ••., C^s , t3-16d COMMON e. .k...# q .,;; , } inch to a level that is not less than 1-3/4 inches below the TO JOIST JOIST NAIL +i�C� Ne-K . F� DRAWN: MI-1/IMS tallest portion of the profile.The minimum width of the 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored BAND JOIST TO: PERya, � SCALE: 114=1'-0" handrail above the recess shall be 1-1/4 inches to a to girder(s). 2 -16d COMMON TOE NAIL <'`} '` SILL OR TOP PLATE FOOT ,„ JOB#: maximum of 2-3/4 inches. Edges shall have a minimum • n C' August 10,2015 8). Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal "i n ',V--4/f g radius of 0.01 inches. for any contact with ACQ. ' Z3 " SHEET NUMBER: "„el "` i, ;,"ham Q r r� .s�. I REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE 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 framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOiST 8'WALL: 3 8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 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 3). Dimensions shall take precedent over scaled drawings. RiM BOARD EACH END (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 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 QTY. SPACING NOTES GAURDRAILS (ANY DIRECTION) 200 w precautions 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 boltEXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all OO 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE 4 - 16d COMMON z INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE ZO 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: SEE GENERAL NOTE PAGE STUD TO24" or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE w U attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD O.C. NAIL Sym.: 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 16" O.C. FACE FIRE PROTECTION 16d COMMONSEE FLOOR PLANS a4 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) 0 H in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION g:1-4 Z 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 0/ U 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA a length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOiST OR BLOCKING GROUND WIND SEISMIC FROST determine intended heights of finished floor(s) above typical grade. WINTER ICESHIELD FLOOD 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING 2.4.4.2 and 2.2.4 respectively. MODERATE SLIGHT TO 3). Provide 1/2" expansion joint material between concrete slabs and abutting p y' 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - JOIST TO: 4 - 8d COMMON PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: W 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 NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. SHEATHING LOCATION NOTES BLOCKING EACH TOE AT PANEL EDGES SUPPORTS iN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be 2 - 8d COMMON poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 0 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: EACH TOE SEE NOTES: 1 ( BOTH FIELDS) W anchored on topof the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL INTERIOR ZONE 8d COMMON @ 6" O.C. Sd COMMON @ 12" O.C. 6" maximum lifts (layers). NOTE: 2 FOR PANEL FIELD 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 Q 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. z 3 16d COMMON 8x16 cast iron foundation vent for every 150 sq. ft. of area. q TO BEAM JOIST NAIL Z H DECK AND COVERED PORCH NOTES: JOIST ON LEDGER PER TOE NOTES 3 - 8d COMMON cJ z 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL q W N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. BAND JOIST PER END I P4 the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOiST NAIL C) 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, L7 14 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. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 2 - 16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES 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. 1). All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. rr ) 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION V Edition Wood Framing Construction Manual. QTY. SPACING 3 . Tabulated 4 inch o.c. nail Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. ) 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). gUnless 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 SH EATH l N G: 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 o otherwise. Ledger to be fastened to buildingwith 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION SEE NOTES: 1, 3 ( BOTH FIELDS) COc i o g QTY. SPACING tq where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. c,, v 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD [ t: 5d COOLERS ,f, v WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON 6" O.C. 8d COMMON 12" O.C. SEE NOTE: 3 m o Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. @ @ openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall WALL SHEATHING: �, w d , 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire NAIL NAIL m v E and blockingwhere applicable. to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. pp QTY. SPACING o Q,, 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 .� u N. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and 8d COMMON 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall i anchors where applicable to all connecting joists. PLUMBING NOTES PANELS WFCM - SBC be used. u- U CO - .' 7/16" OSB 3" O.C. EDGE Do 6d COMMON v 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub!. 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 N o 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. ems., 5d COOLERS on plans. WALLBOARD 10" O.0 . FIELD 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o,. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted (typical). FLOOR SHEATHING: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAiL providefelial c4 adequate bracingandplates to protectJOINT DESCRIPTION 8). Dormers running up roof rafters are to be supported by double rafters on either side q and secure the structure. Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. l� state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR.CONTACT WITH ACQ. r�-+ where applicable unless otherwise noted. P g STRUCTURAL PANELS 6" O.C. EDGE 3). INSTALL 1-Co2 DETECTOR iN ADDITION TO SMOKE ALARMS PER FLOOR. U 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES 1" OR LESS 8d COMMON 12" O.C. FiELDrtsit; 0 as required by current NYS Residential Code-FlREBLOCKING REQUIRED 9 Under all bearing walls. tn 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) tn requirements. NOTE: and to form an effective fire barrier between stories,and between a top ry the p 01 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations .roofs ace. N needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir fireblocked at intervals not exceeding 10 =.-,A 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed M CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 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 SOIL COMPACTION: using parallel rows of studs or staggered studs. Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 0 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailingrequirements for structural TO VERIFY EXISTING SOIL CONDITIONS PRiOR TO FILL. drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: p q REMOVE AND ADD ADDITIONAL FILL AS NEEDED. members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces a ''t over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 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 TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be permitted 'l�� _ g p 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S. Residential Code. ' 3 . Install Smoke detectors and Carbon Monoxide detectors throughout as required bycurrent to be reduced tol - l6d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. g q r" i 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. �y approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM .} � '._1NSQ c� ' torch down type material over. a4 a- �-p ZIX'�£ DRAWN: Mx/MS kr 16). All sill plates and wood in contact with concrete to bepressure treated. Sillplates to iAa „ yr,µ �;.' N 1, SCALE: t/4"=t'-0" `.,,,-4 4,; " Jtt JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. t "`�'�y' ` .F.;/ + August 10,2015 ' le 1 �,A QQ R, SHEET NUMBER: IN :12339 If; 1 REVISIONS: 1 I t I C> J . , , _ . _ _,, ______ , . . , , , ... , , __, I 1 _ _ _ _ _ r . . •♦ •. ♦ r ♦ •. •. •r •. ,-♦ ,-♦ , ♦ / ♦ I ♦ , ♦ , ♦ / ♦ r ♦ , ♦ rTl , ♦ , ♦ . , . . , ♦ . ♦ I , , ♦ f..L..� ♦ •• c/1 00 o ♦ r • • • 0 d d F--) W W I I O _ P4 ° °z . . a ••O - - \ - - 1 1 I I I I W Cilip PROPOSED SOUTH-WEST ELEVATION 0 SCALE: 1/4" = 1' Q z wz .. u > z 2W H go W o C)1 - - \ - - I 1 !I in vdo� NvauD © cn v 0fz � � \ N !CU5 -e ♦ , ♦ , • ♦ , • • - r o -EMI W i Xf) ), cm II 11) U A. cn ...,,,,,, o e L(°/6 6)2 N 0 „ ,,----p 4 tvE.....' ,,,. 4., cat) .., 'oel:,;'):- •,,,,,i t • \ jFMV' �A rP 4' i j 'yh• R ,NIli � — A ¢ae ef i��' ry_____ '' . 2339 ” \ _ PROPOSED NORTH-EAST ELEVATION � 'y4745::..-14,F;,,:,,,,:: SCALE: 1/4" = 1' w= BRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: ,. -''"' November 10,2015 SHEET NUMBER: A--THI <7711DDllflT2inu„ Ak MINI I REVISIONS: \ - - I I un I 0i - - --\- - - r.......m...• . ,-,• ,-,• ,-, - .. '^\ '-\ ' `. '-` HT1 \ C/1 z o . , . . A , , •, , . , . , 0, /1 W rip 41o • O o • - x x , • 0 00 , • , P4 Z a z , •• , • , , • reLl • • • • eee • • • or .• I. _ _ _.„. . .._ 1 1 . , _ , 1 1 _, v) O PROPOSED NORTH-EAST ELEVATION ; SCALE: 1/4" = 1' '� A (...) w � � H Qw H 1 1 , Io W o �� S `./ in o 4-1N CU Cl") 0 CA a` h C o �- is _.-_,-I --__ O C.") J/ 1"a :Ili t U / 0 X O 18 r,r ,-!---,,./,` 1 t pTt, Ga r to U ( J _7 r� _ :: _ a. , , CSI owe , ,..„.. 0 imesi v23 I ) ,...1 V O N .--A .N.>„,-,., TIMIT4 CP i 1 l • I • r ( •♦ : T=__-__ • U 7 " c---_-=..1 [ i%1 Q Cf) J a • A c-;i a d 07 ',�GGI SC1:1::::411y-T � Iii ,tez-"7-,.-.---"4" PROPOSED NORTH-WEST ELEVATION _ :i 107, 41:'1A7e... ;a \ — SCALE: 1/4" = 1' ; DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: November 10,2015 SHEET NUMBER: Al/ -\Dfilil'n ,__ Di( MIMI 2 REVISIONS: 3'-63/8" 4'-55/8" 3'-61/2" ,._..-.E__ __T__ , i . , . ; 0 � � 0 ' ' 0 ' 0 , . CD I i I ' I I 12"dia.CONC.PIER \ � •. , •.' � � •, ; ; ,,� ; w/24"X24"X12" 0 II 0 0 CONC.TTG.,3' BELOW GRADE(TYP.) Ln / 4'-0" 7'-61/2" 8'-101/2" -co/ 54'-63/4" \ \--.-Q : I 0 , /2,-0„ 7'-3/z" 2'-0" , / � ; 19 -81/z" ¶2O"/ CO 19 -63/4 —0 / �' 0 ' , 0 , '•" , c c " 24"X24"CONC.PIER REINFORCED w/ °" " ' ' w'qe c',^° `',• (9)#5 VERT.REBAR(STIRRUPS @ 8"OC) ro'1 .v'qy O '�t,eP =o _"„"�:a° "�' 36"X36"X12"CONC. FTG.REINFORCED ',y,'.n° ..' �~ ;�o.I o` 1't'-�• " ' ° w/(6)#5 REBAR EACH WAY 3'BELOW 4"r' ‘,° °l'n ,.. C\ GRADE(TYPICAL) W 1 2/ C .-4 I w -.-. r / 56'-0" / 0 /2'-101/4”/ 53'-13/4" / a w CD P4 3'-41/z" 3'-3" 6'-83/4" 12'-3" 27'-61/z" / / / / / / 4 . -s r-. • . ;:: . \ 4 • ° a• DG o• .- d pa •• ! c.• .V` .. :� .� 0• p.• `v•p4 .. �? U r.• '0. .. Co 4 P• ado v•ad • Cv c.' 4 •,d ' 6'-1"</ 44'-6314„ •f /.•, j� D • pQ . e+ 4 4e•' • 1r T1 ,1 v 0o p. 0, .D.4 o . 0 a 7.0 .• C.* Qe. , � • ' 4 X0ap. SLAB ON .• .- t)• GRADE o 4 . , a. o p, a I I H O a ••17 I 10 ' ° CN SLAB ON GRADE • v N W o \ \ p d •p v 4• v- • d\ t. tor 9 e, dri • o . • • ° •D4• do • p • Q Av d V •a b. 4Q p• O • .O • o ,• 4 e a ••P p• o p • p0 e+ 'a • p 4o• 1-1 .I-+ CU 5' p` to (V Ai r. r ••v X ._-�G u I • 3'-3" 61,6"• 0 1 " 3'-3" • 4 cin 0 •.(L) 6 y "I SLAB ON G AD -"h WALL '~ 4 .• 7P4 "v • •p • �� v • 1r •• P. •w •' 'r . v�d w • •v • •• 7C.4 'nD • •o • r .. 7P4 •w •v •. TPG •4V • •v • •r •• Q w • •v • •• p�4 4p • •v • z FTI ++ ,•yi Q • • .A .4 Al .d 9 • .4. •4, .Q o p .0 ... A, ..4 • .0 •4 zi c p .0 .4 .i A D .0 •e .� c.0 .G. •4 ,Q e p .G1 .4 •� - N • F j \ O e. �� r. a 5 N i t m • 24"X24"CONC.PIER REINFORCED w/ oo • •n .°, 4, (9)#5 VERT.REBAR(STIRRUPS @ 8"OC) .'' tl.. N O W .47 . CN ; r_,° n36"X36"X12"CONC. FIG.REINFORCED vs•4" `1 - a SLAB ON GRADE I ,•1" ♦-- �' w/(6)#5 REBAR EACH WAY 3'BELOW '"'•� c\ \ 4 • O • 4 GRADE(TYPICAL) _, / to / n ,,vb: „.• E.,-,4 1 H-, W Xa, u , 4• 4 .e . pv4 °v • •v • .• 704 °7 • .4 ' . v •4 °v \.o 0 0 \ \ I\ • .O t.0 • .� .4 •Q n Q •L1 .4 .O 0 V •• .L1! • •Q .„_, rterol (n _._ \ Q' 21'-0” 35'-0" °S / / / 1 N 56'-0" / 11'-73/4" —0" 19'-63/4" '^ B / 35 -2/z / E111: �J CGS}N y�. /' 0 cn� 1).10"THICK POURED CONCRETE FOUNDATION,3500 psi. 4).VERIFY WITH OWNER IF BASEMENT SLAB IS TO HAVE RADIANT :� .).-�r� yv FOUNDATION PLAN NW 1 SE PROJECT NORTH BOTHWALL WAYSOMINM3""NCL ARB(TYP.)BHOOK INTO@FOOTO G HEAT AND CERAMIC PRIOR TO POURING SLAB. A • Z� w a'S, J • �� — 5).PROVIDE 2X8 ACQ SILL PLATE UNLESS OTHERWISE NOTED. "'�` y " N.�~ \\ SCALE. 1/4 - 1 sw 2).FOUNDATION TO HAVE 24"X12"CONCRETE(2X4) KEYWAY SILL PLATE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD �� " II— / FOOTING.FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR AND FOAM SILL GASKET. t. 'r .3 1 \ w/#5 BARS PERPENDICULAR#12"OC.ALL FOOTINGS TO REST yam /' -. ALL STRUCTURAL AND PLAN CHANGES FROM ON UNDISTURBED SOIL(MINIMUM 3500#CAPACITY). 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0" 'd,.'' • '39 , s� ORIGINAL PERMIT PLAN SHALL BE REVIEWED 1 OF CORNERS,INTERSECTIONS AND SPLICED JOINTS.ANCHOR ,/ '-i,=‘, 744.-::•,..Ar y+ ��";, '� BY OWNER'S ENGINEER FOR ADDITIONAL 3)° FOUNDATION SLAB TO BE 4"THICK, 3000psi CONCRETE ON BOLTS TO HAVE A MINIMUM 7"IMBEDMENT INTO THE ' ;,,� ' t1� -4- DRAWN: MH/MS CHANGES.ALL CHANGES SHALL BE GIVEN COMPACTED FILL. REINFORCE SLAB WITH 6X6-W1.4XW1.4 WWF. CONCRETE.EACH ANCHOR BOLT TO BE ATTACHED TO SILL /' SCALE: 1/4"==1'-0" TO ARCHITECT FOR COMMENTS TO SUBMIT INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS PLATE WITH 3X3 SQUARE WASHER AND NUT. JOB#: TO BUILDING DEPARTMENT. ADJOINING WALLS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE THICKNESS OF THE SLAB IN DEPTH. November 10,2015 I MAXIMUM JOINT SPACING SHOULD EQUAL SLAB WIDTH. SHEET NUMBER: j MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 FEET. A\DE117711DDI-11:7„\i ( I REVISIONS: 4'-0" 4'-0" 4'-0" 6X6 ACQ PO 2X10 ACQ GIRD 2X70 ACQ GIRDLE/ I 12"dia.CONC.PIER (TYPICAL) 1 1 (TYPI'AL) 3'BELOW GRADE (TYPICAL) ` I I ` O IC) ''''"''' "0111111111110- — -0 i ill= t i. O B 1 ' : t 1 , �. 0/ 54'—13/4" �: (2)2X1`0 ACQ GIVER(TYPICAL) 11 ` ' ' / 1/" 9'-31/2" 21'-81/2" / ; ' ` 21'-63/4" 01 _1/2/ 1 a1 , d ,,.i 2 2X10 ACQ GIRDER YPICAL) (DOOR) ` HSS 5X5X1/2 COLUMN t•� �. . w . �.� — /4?- — — - - - - - ,v " t \ \ POST TO BELOW , 1 , , 'r , ; 2ND.FL OR FINISHED FLOOR (BOXED IN)(TYP.) ' ____ (4)1-3/4X14 Ml GIRDER , ,HSS 5X5X]/2 COLUMN 1 (4)1-3/4X14 ML GIRDER HSS 5X5X1/2 COLUMN , , HSS 5X5X1/2 COLUMN 1 1 - �\ \ `r1 ♦ COLUMN POST TO BELOW POST TO BELOW ` 1 POST TO BELOW __!__ — - - �—{ O I 1 (TYP) (BOXED IN) (TYP.) I (BOXED IN) (TYP.) I I (BOXED IN) (TYP.) I I� I I 1 < 1 I ce 1 -- , 1 I "' mII 2 m 1� H = 1 V �\ I , 1 2 2 11 W I I W Z M I I U1 0 o h I I 1 CAR PORT ,I X 1 .N - U I I (2ND. FLOOR ABOVE) I ry I 1 O w II I II II I °' ,----I 114"T11560 WOOD-1 FJ t 116"(7C 44 i_ir-! I ' I � l DBL 14"T11560 WOOD-I FJ @76"QC/- 3 1 -to W I J '-1014" M / 53'-13/4" M 1 p I-, 1 '2 1 1 „, '1 a o I--, w I 5'-0" 14'-53/4" / I 33'-8„ 1..,_, ::, _ N m I p w O LL I 1 HSS 5X5X1/2 HSS SX5X1/2 / •i , \— 1 HSS SXSX1/2 ' "1 \ rip \ \ W ,. —, O `" I !— __ �� -3'\14 ML _ (3) 1-3/4X11.7/8 ML HEADER \ L., ,,I \ 1 : \ O ��^ 3rI, r. c 11 \ `� s . -d1/2" y/ M 44'-91/2" .I —/ ♦ ci-X r W 1 .. ,---I/ \-- m'L N_ 3 •_ 1 O OL d \ a I Al rT1 ST. FLOOR SLAB FIN.FLOOR p 1 11 W A II _ I1X A STAIR SECTION IP g o E I;rnLn VERIFY STAIR LAYOUT 2 w I STUDIO W PRIOR TO CONSTRUCTION s-- '1 X Et±: L W m 1 I� 2 11 E 4 K7 a.1 ST• "N O 1 — a r 01 w ;,I 11 1 IW (2ND. DECK ABOVE) U y Z a10 N � w LIS SHEAR WALL \ \ '� I I hRl 14"TJ1560 WOOD-[FJ ng 16"C)C LO Ic a/ m /DBI 2X12 ACO DJ fg�16"OC L- Q HSS 5X5XI/2 • I " VERIFY WITH ENGINEER / [� STUDIO 11 W "0wdw - FRAMING: 2X8 DF#2 @16"OC 1 '1 •r a • v 1 'I a f7-- 3 l END WALL POST: (3)2X8 DF#2 I I `,�/ CLOSET ,1 .11 HOLD DOWN ANCHOR: SIMPDON STRONG TIE HDU AT ALL v WINDOW AND DOOR OPENINGS OR AT 6'-0"MAX. M I c 1 EXTERIOR PLYWOOD: 3/4"ADVANTECH PLYWOOD _ I ci- II 11 INTERIOR PLYWOOD: 5/8"ADVANTECH PLYWOOD HSS 5X5X1/2 `--1 +♦ I1 � • o O) iiii3) Wall: Exterior Wall ct PLYWOOD FASTENING: 8d @ 16"OC EDGE,8d @ 12"OC FIELD ' x N 0 v f 2x8 CI GYPSUM FASTENING: No.6 X 1-3/4"SCREWS @ 8"OC EDGE N ` ` -1 1 rn cn o 4 12"OC FIELD NI HSS 5X5X1/2HSS 5X5X1/2 1 T oOIO v 1ici - x oItil x N A ¢ ;D I I Dm 2X12 ACC?hl 016"C)C u"'i " ia ,X @ (2ND. DECK ABOVE) 1 I N g �jo °;"I rya __ �, in aA1 \ IHSS SX5X1/2 COLUMN ; , C) G�J _ _ ' ' POST TO BELOW ' ' is v �'• —• m W12X45 STEEL GIRDER 1 1 \ (BOXED IN) (CYP.) 1 i ' vO �M vO ca N tU p vrn 12'-73/4" 21'-63/4" 91/2' O W CC Iz MUD / / h\-- q X 35'-0" Mry - 1 t. (3)2X8 HDR till WW kR( \ \ \ - ,,! ,.;', F i," .�: 1' 11. - _.: I \ \ "F 4'-0"x 2'-0 4'-0"x 2'-0'/e' 1/8" U A41 A41 �, , ,> Q MOMENT CONNECTION / 4 -3 �, 12 —6 �, 4 -3" / 41 rri 4 21'-0" , 35'-0" / 03 N 56'-0" g d MOMENT PLATE (TOP&BOTTOM ALL AROUND E B1ST. FLOOR PLAN ,,- TYP. OF BEAM) MOMENT PLATE (TYP. FOR ALL) "" IPROJECT NORTH BEAM(SEE PLAN) (IOP&OFOBEAM I I NW SE 4"m ;,, € 1:,14 ' I I I.Q SCALE 1/4" = 1' A SWliayg r; COLUMN 11111-1fitI COLUMN I I O© - '' '9 Oylii 116 6- 1). PLATE HEIGHT AT 18'-9"+/- (FINISHED FLOOR AT 20'ABOVE GRADE). 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE "� +°1 �1 aSEE PLAN i ALL STRUCTURAL AND PLAN CHANGES FROM APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 1 (�'; " `-i a I I I___ _—_- ORIGINAL PERMIT PLAN SHALL BE REVIEWED 2).EXTERIOR WALLS TO BE FRAMED WITH 1-3/4X7-1/4 1.55e TIMBERSTRAND HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. y' � 1? �` � ' ��"`� ,,,,,,,,,s.s,,,,,,,,,.„,,.a` I I BY OWNER'S ENGINEER FOR ADDITIONAL ” % ; •,',1= REVISIONS: `i'ND.FLOOR WALL ' ' —ABOVE(TYP) 2ND.FLOOR WALL-10. ABOVE(TYP) VD o H 0 w ,;,.- B DECK ABOVE coo Q w ao A., V--) b P4 53'-13/4" Q O , / oa 11'-53/4" O w 5'-4"5'-4" 5'-4" 5'-4" 5'-4" 5'-4" 5'-4" 4'-4" a/ E--i f f • AXW41 AXW41 AXW41 AXW41 i AXW41 AXW41 AXW41 AXW41 4'-0"x 2'-11 15/16" 4'-0"x 2'-11 15/16" 4'-0"x 2'-11 15/16" 4'-0"x 2'-11 15/16" 4'-Q"x 2'-11 15/16" 4'-0"x 2'-11 15/16" 4'-0"x 2'-11 15/16" 4'-0"x 2'-11 15/16" ` I ' '-1 -;--Ii i ICI II—II I • • • (3)2X1 HDR. (3)2X10 HDR. (3)2X10 HDR. (3)2X10 HDR. (32X10 HDR. (3)2X10 HDR. (3)2X10 HDR. (3)2X1 HDR. ;. ',-- 3'-83/4'' ,-- �, 3 —8 /4 3'-83/4" ` Co .n o ° rT1 = F�'� o --NT n N x QI'-'r' i v1 V O O 0 AIn •ail. STAIR A r WELL ,,,,, = -- - gM X Q STR11CTI JRF TO RE VFRIFIFD WITH FNC,INEER o w U > z o w N CTO DECK ABOVE:-.7 ,, o p4 ----T-r BELOW lo `° N �za T { O O i „:. �. X x Q IfY O (....)3i 1 -t ,, . a io O ' v ^ = p n o = r r �1 ¢ X [V X [V i Q E"'-. N x Q O . i [:, v. CV a7 5 2ND.FLOOR WALL-0.1 p o -ria-2ND. FLOOR WALL ABOVE(TYP) I - u ABOVE(TYP) (3)2X10 HDR. (3)2X10 HDR. (3)2X10 HDR. O 0, N (3)2X10 HDR. (3)2X10 HDR. (3)2X10 HDR. (3)2X10 HDR. ( )2X10 HDR. o crs 1 4'-0”x 2'-11 15/16" 4'-0"x 2-11 1;5/1.' 4'-0"x 2'-11 15/16" 4'-0"x 2'-11 15/16" 4'-0"x 2'-11 15/16" 4'-0"x 2'-11 15/16" 4'-0"x 2'-11 15/16" 4'-0"x 2'-11 15/16" u '' AXW41 AXW41 ' AXW41 AXW41 AXW41 AXW41 AXW41 AXW41 0 „ �' o � a 1 i SHEAR WALL a ' DECK ABOVE `d 5 I h .>~ i I _.._ Cr, ' 1 -ISS 5X5X3/8 1; a� y `E ,n 1 i i 1 N0 W FRAMING: 2X8 DF#2 @16"OC ,� , 4'-4" , 5'-4" , ' : 5'-4" I 5'-4" I 5'-4" I 5'-4" I 5'-4" I 5'-4" I 4'-4" END WALL POST: (3)2X8 DF#2 I fl i r 46'-0" HOLD DOWN ANCHOR: SIMPDON STRONG TIE HDU AT ALL i / e' Uj —1ST.FLOOR WALL ' FIR724 WINDOW AND DOOR OPENINGS jj�� OR AT 6'-0"MAX. BELOW(TYP) e { EXTERIOR PLYWOOD: 3/4"ADVANTECH PLYWOOD F ,--- ; E 1 NW O SE PROJECT NORTH V INTERIOR PLYWOOD: 5/8"ADVANTECH PLYWOOD U1 SW PLYWOOD FASTENING: 8d @ 16"OC EDGE,8d©12"OC FIELD GYPSUM FASTENING: Na.6 X 1-3/4"SCREWS©8"OC EDGE N 12"OC FIELD ALL STRUCTURAL AND PLAN CHANGES FROM Q 1ST. FLOOR PLAN ORIGINAL PERMIT PLAN SHALL BE REVIEWED IBY OWNER'S ENGINEER FOR ADDITIONAL i i CHANGES.ALL CHANGES SHALL BE GIVEN SCALE. 1/411 11 B TO ARCHITECT FOR COMMENTS TO SUBMIT �'°0 V TO BUILDING DEPARTMENT. / 7t �.' V 4Y r. !i1 fr.4.4.--. itz, ""Z•N\\\ '. 10 p.t ''t, gi / p `�, ^'0 a .4; .e.: ''',.',•:',' "i,i'''Ikil i?, ,,,''''' ' 1— * ,, i t 'Aie.oe;.. ,..",t es.," N:414 .,/....rih.... .. %,..4:1223V3.-4°,d,. t_-� DRAWN: MH/MS SCALE: 114"=1'-0" JOB#: November 10,2015 SHEET NUMBER: A\DR qEi7c___DDREF ,71-.17At4 MIMI 5 REVISIONS: I 0. DN t I z 0 B 1 4 ' 32'L-7" - 1 / 20'-61/2" 1 12'-01/2" CXW235 W • • 5'-11%"x 4 13/l6 - 43'" IE • ,,,% (2)2X8 HDR. 0 M — 13'-33/4" T-:# /, 15'-71/4" O I _try_ p M 5-<" 4) t \ V 1 u N 00 4 I C9 E I O v _ I -00 0 `n M r BEDROOM No. 1 -� ( M P4 KITCHEN l ° L �, A"+ �' _ - M M M • NS ra N M , O J .,.. .. x X ( :in ..... ' co r`l () 16 ► db. Ni r — �� M +l %` I _ \V\ I O \ I 2'-4 I v — i-, — 12'-113/4 // 2'-6" / l C I W VD 0 I tr' m _ N M ' F2- M XI x N I BATH No. 1 M M F.J_ O r` w V1 l--/ =i _ o IT i .... nil^ DINING ROOM AI `) N ^ `' -�` ►-��I w II 0 'i I La, .Q. 11N li 1 d, H AtO STAIRWELL N ' N M o °; I "C\I 2'-4" �� .__.._ — r TI ) V uM N m N / 1 N }- .N.. O CJ ix, /''N a 1 ,, I Y 110 J U N BATH No. 2 = h /'� 0 \ G DECK I cor ` 01 �4,, _ I 2'-4" -- o iv 1-4 LIVING ROOM N 1v 5 COI • iX ce) 4 o 13'-33/4" '-31/2„� M x N 0 J✓ :0 / 11 - 0 m +3 sz I ' V LJ I P- tCd) up �-- X X o 1. 0 1 BEDROOM No. 2 o w U M N Co =,[ 11) 00 I = 5 t\ (2)2X8 HDR. (2)2X8 HDR. Lf) U _N v 5 RC1 N L . e L .a �--� 4'-111/4” 7'-111/4" 0 F4 FWG50611RFWG80611L I / 25,-2„ 1Ir_ 0 to 1 1 in I In W SHEAR WALL / 10'-11N”- 13'-11" 17'-9" / \ �j O / 32'1-7" f 21'-63/4" / T4 Q, oJ E., FRAMING: 2X8 DF#2 @16"OCE 2ND. FLOOR PLAN END WALL POST: (3)2X8 DF#2 NWT SE PROJECT N 0 RT H Z d B SCALE: 1/4" = 1' HOLD DOWN ANCHOR: SIMPDON STRONG TIE HDU AT ALL ' SW U WINDOW AND DOOR OPENINGS U OR AT 6'-0"MAX. 1).PLATE HEIGHT AT 9'-2". 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERECrit) x APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING g/ EXTERIOR PLYWOOD: 3/4"ADVANTECH PLYWOOD 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. :' r ALL STRUCTURAL AND PLAN CHANGES FROM 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 6)-INSULATE ALL EXTERIOR AND INTERIOR WALLS. a `6''' C y.,, INTERIOR PLYWOOD: 5/8'ADVANTECH PLYWOOD �;. � �. ORIGINAL PERMIT PLAN SHALL BE REVIEWED hejitt.... tI l s 1 , •BY OWNER'S ENGINEER FOR ADDITIONAL 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 7).INSULATE CEILINGS �G �v , PLYWOOD FASTENING: 8d @ 16"0C EDGE,Sd @ 12"0C FIELD CHANGES.ALL CHANGES SHALL BE GIVEN OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS �:% -SJ C� ' ,�.• TO ARCHITECT FOR COMMENTS TO SUBMIT ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. �t'-1_��° -� '� �,.`, GYPSUM FASTENING: No.6 X 1-3/4"SCREWS 8"OC EDGE •riet 4' `` ' @ TO BUILDING DEPARTMENT. MICROLAM HEADERS. BATHROOMS TO BE MOISTURE-RESISTANT SHEETROCK. ,2.. #'' ; `7 •N It>_ -� 12"OC FIELD ��' ,/ _ _ • 9).INSTALL SMOKE AND COP DETECTORS PER CODE. / t':`:; �it. ;� v+. y:: fit'•� . "K 3 .{O ' DRAWN: MH/MS ce `z` d� SCALE: 1/4"=1'-0" 'b•- rasp' JOB#: November 10,2015 SHEET NUMBER: AADE IF,K, DD]D1,:777 REVISIONS: s :1; I ' I C 1 I 1 Ii I I , z I I I I ' 1 ' I I I I 1 I I �, /9-1/2 TJ1230 fa�l6"OC � , (-L ,' , 1 1 OO I I ' ' 1 12 ' A-I II 1/4V I ' 1 I I III IIYI 011 1'0 0 I 01 L I.......'***..'''......L."'...1 ).."7"..*...1) 11 CO 11 I 1 , 1 1 1 I ' 1 1 I 1 1 ROOF AREA:1685.0 SQ.FT. i. , I I ,, I 1 AT 100%WATER RUNOFF:282.0 CU.FT. r 1 1 1 1 PROVIDE(2)8'DIA.X 4'DEEP DRYWELLS ; I I ' ' 1 I DRYWELLS CAPACITY:338 CU.FT. ti i t 1 I ' f I 1 11 „ 1 1 1 1I 1 1 I 1, 1 ' ' rTl r — -1 W /��14�� 1' I 1 I I \�`` � DRY WELLS TO BE 10' MIN. �� ' AWAY FROM HOUSEII I 11 I .1 , 1 1 1 1 1 Cip 0� ° I� I' I i I I •1 0 0 0 ° I I I I W ,; , I I I 1 I , I I I.+ A I I u ` �- ----------------------- a iiI rr'�'�� 3 II ', , , , I fir./ 1. 11 A �.,�� ; I A` CZ ;-T4 '' I M I 1 1•LI ' 1 .. 1 I 1 11 H O '' - 1 I 1 '' • 1 1 r I, 1 I I (DECK BELOW) W o 'I ' 1 1 1 '' ' I 1 1 1 .--I ' ' 1 1 1 I 1 1 1 1 1 I ' 1 1 a '' ' I I I 1 '' ' I ,1 I ., ' 1 1 1 1 ' ` ., I 1 11 " V ' 11 1 - - 1 I 1 1 1 , 1, I 1 1 Aide I ' it 1 OGEE GUTTER-STANDARD 5" I 1 ' ' II NOTES: I I I 1 , 1).EXECUTION: I I. + . 12 I I I A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. I I' I/4 , , 11 1 I 1 O 2).PREPARATION: I ,I1 I C\•1 4+ A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. I ,I 1 I I N Q1 B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR I I ' I I CO •rtC) ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. I 1' CO I C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR LI I _'-1/2 T11230(il16"bCI 1 G CJ METALS WITH PROTECTIVE BACKING PAINT. I ,i ✓� 1 1 U") ., 1 ,, 1 1 I cn m '-- L 3.INSTALLATION: 11 1 1 C�� + A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. I 1, • 1 I I O r..i �-'' Ct, U 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. I . I I 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. I 1, I I I W �. t a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND I ,1 I I I 1 TiIf) CU ACCESSORIES. 1' I I I N B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SUP JOINT I ;: ' : CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL I I I 1 I I I '. M m '" CONNECTION WATERTIGHT. I ,1 1 1 , r.+ 4).PROTECTION: I ,I I ' ' 1 N A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. I;. ' ' I C V C+') -. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL I �------—-------�-�-- ====-• -------__===_=_____::__ :__ =; , I ell •� Cn COMPLETION. I 1 .. .– J N y 1 x w 1 0., 1 I 1 — 1 12 1 1 1/4�i 111 I I o 1 N .-1 c) :15 1l >71 O I M 12 I 44 Cl„ 1/4� I ROOF PLAN E I i n NW SE PROJECT NORTH ,m I SCALE: 1/4 = 1svv k L - 1).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. 2).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND V cos) ti)DIRECTLY TO THE DECK ALONG EAVES. ylik' ,y 3).INSTALL EPDM(OR EQUAL)PER MANUFACTURES INSTRUCTIONS. ;r' C `�y, 111.1 •st j''04%,:„-,.....7, SCC +I .,� N n .IJ%'.1..1/' tea-'OF i4�;sd' DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: November 10,2015 SHEET NUMBER: cli \:::91:1 D:(19 CM CT pit,_71:19e..7 , , A7 REVISIONS: 3'-63/8" 4'-55/8" 3'-61/2" __T__, , 0 1 t 1 , 1 1 O 1 1 1 , , , I 7.0 i i i i , 1 12"dia.CONC.PIER , 1 ' O I w/24"X24"X12"' •,.' , , �..' , : ' CONC.FTG.,3 I I i , I ' BELOW GRADE(TYP.) in / 4 —0" 7'-61/2" 8'-101/2" / 54'-63/4" \ -O ; O 1 I 1 / a /2'—0"4, 7'-31/2" /2'-0" 19'-81/2" /2'-0"/ o 19'-63/4" /2'-0"/ -. _ _ Tol , 1 Ci) 1 , " c , " r 24"X24"CONC.PIER REINFORCED w/ I I I I < : - 'n'°, `'<, 'D; �- (9)#5 VERT.REBAR(STIRRUPS @ 8"OC) �'G•°, ''a.., t.-0' s•.,f �'�� v n' 36"X36"X12"CONC.FTC.REINFORCED ,� o v,.• I Q ,�f. . p 4 w/(6)#5 REBAR EACH WAY 3'BELOW ,e',',.-)., NN GRADE(TYPICAL) W Q 1'-21/ O a N z CD B 0) Q o W / 56'-0" 7 O �,2'—101/4"/ 53'—13/4" / O P4 1/ 3'-41/2" 3'-3" 6'-83/4" 12'-3" 27 -61/2" / Q-+ \ \ sc • • • • • -f 40 • qv qo � qo •• QA 0 � I -14ppo •I4 • -♦ P• . d � • n• d •• pdd .• - vs, ,,.. pd •0pd � o• • •� pd • do, pd •� pd . . A. . • pd . Qn• pd . \ . ♦ o 4 , - • • p 4 • ♦ • n 4 - - • • e 4 - • • n a { D °'/ ' 6 -1 / °. 44'-63/4" , ° D / •<'' D , 4• ,.P a c W 00 p6 •• .P 0 q '.� •Q 1 s .a • O 6\ Ih q . , p p 4.1 D r r a A a♦ •;P 4 Q G ' qb v, • r p. rrl o� SLAB ON .- U = H D•oi GRADE '•a i w .v d' • �Zy a , H gi qp4 p P. O Q I a°• • v c`•1 SLAB ON GRADE cD W ' p �b. NNI- O - q• • • D. b. a. .--I CY A 1)114'y 12" "PC WALL 12PC WALL: p. ,tvp (SEE DETAIL) (SEE DETAIL); r V 64 r* I I 8'aia •'4 O ' 4 o • �1 1 a,; • ;o, 1 • P )1""'")t` b, , i : p 0 'ea p rt i q G 2X8 ACQ SILL PLATE 4° o TERMITE SHIELD, SILL SEAL m c u •� 2'6"x4'0" ° p d.. tic __ _____.. _. _SUR_ ._ SLAB ON-GRADE,-841-WALL-- • d Q • ¢ v 10" PC WALL REINFORCED o . Q- a • o •. o• o o � o o 0 0•. • • .a •_ o o a o a a o a ,_ � w y v 4 • v •. v Q v v 0 • v •. 71'4 v •. v 4 • v • .o #4 BARS SPACED @ 12" OC , o A .Ai' ....:�,1.a..q,.•.:al,,.z.ej'. -. :� ,�- .o- �a-- .o• a� 3/4" SUBFLOOR N aL12' Pb BOTHWAYS NC WALL 35' 0" . o `" (SEE DETAIL)t 1 d 1.4./ / m n , C �o r cV cy fn U r O .74-- sN 5 5 S S S 5 P S S S ` r • P° ( 4 24"X24"CONC.PIER REINFORCED w/ • "11 �'A `2X4 ACQ FJ ,6"OC �• O ,c ,' (9)#5 VERT.REBAR(STIRRUPS @$"OC) ?'' 1., G 1 Q ,r v t,' 36"X36"X12"CONC.FTG.REINFORCED ,t ". I W e.<7' °O • . 0 k CRAWL SPACE s� w/(6)#5 REBAR EACH WAY 3'BELOW ,'rr o • 4 PLATE GRADE(TYPICAL) _ Com► 'a l 0 a 21'—41/4" / o .a r N Z DAMPPROOF a. °4' • �, I 2" SLAB (MIN.) �� a w .. G C RAWLSPAC E ,o, a o ®;12"PCWALL12"PC WALL: ' LC) in s {SEE DETAIL)_-_ - (SEE-DETAIL), '' • * o H A .ai . •..r.--:••s-Can- r40rLms.r...S"!-Can.Q.r4d wooly..r..'l.tiad.4.r4de.",..._-4 u . .. ` ' A- v0 • .0 •4 .Q c0 • .4. •4 A7 c0 • .LS •4 Q -154 0 o n . / 21'-0" / 35'—o" �` A A L L ' 36"X12" CONC. FTG. / 56'-0" (4) #5 CONTINUOUS AND PERPENDICULAR # 12"OC 11'-73/4" �,2'-0" 19'-63/4" /2'-0" B / 35'—21/2" C N SE PROJECT NORTH RTH 1).10"THICK POURED CONCRETE FOUNDATION,3500 psi. 4}.VERIFY WITH OWNER IF BASEMENT SLAB IS TO HAVE RADIANT .�✓ • FOUNDATION PLAN WALL REINFORCEMENT TO BE#4 BARS SPACED @ 12"OC HEAT AND CERAMIC PRIOR TO POURING SLAB. A*e5951 �. N��y � + BOTH WAYS,MIN.3"CLEAR(TYP.) HOOK INTO FOOTING. (x 4 " .�!.y, ..i.":- j C��,� �► i �� -- i 5). PROVIDE 2X8 ACQ SILL PLATE UNLESS OTHERWISE NOTED. &! Fk'.-t s, \s,I'"'� 0 SCALE. 1/4 — 1 SW 2).FOUNDATION TO HAVE 24"X12"CONCRETE(2X4) KEYWAY SILL PLATE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD j ?'J- ',w N FOOTING.FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR AND FOAM SILL.GASKET. I, L\ I J t. ii ,,a iF i" . w/#5 BARS PERPENDICULAR#12"OC.ALL FOOTINGS TO REST " j 11 ,.._; r� ALL STRUCTURAL AND PLAN CHANGES FROM ON UNDISTURBED SOIL(MINIMUM 3500#CAPACITY). 6). PROVIDE 5/8 DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/1 1'-0" ':'„,41,...:1— +' le ORIGINAL PERMIT PLAN SHALL BE REVIEWED OF CORNERS,INTERSECTIONS AND SPLICED JOINTS.ANCHOR t, t' BY OWNER'S ENGINEER FOR ADDITIONAL 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON BOLTS TO HAVE A MINIMUM 7"IMBEDMENT INTO THE LO‘` ' a, ;,; 23'3"*_$� DRAWN: MH/MS CHANGES.ALL CHANGES SHALL BE GIVEN COMPACTED FILL.REINFORCE SLAB WITH 6X6-W1.4XWI.4 WWF. CONCRETE.EACH ANCHOR BOLT TO BE ATTACHED TO SILL �I`"'�' OF H,�,'� SCALE: 1/4"=1'-0" TO ARCHITECT FOR COMMENTS TO SUBMIT INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS PLATE WITH 3X3 SQUARE WASHER AND NUT. S C-t ek `�--.v"-.--4- JOB#: TO BUILDING DEPARTMENT. ADJOINING WALLS.CONTROL JOINTS SHOULD BE NO LESS THAN ,'` December 29,2015 ONE-FOURTH THE THICKNESS OF THE SLAB IN DEPTH. N - a - s MAXIMUM JOINT SPACING SHOULD EQUAL SLAB WIDTH. SHEET NUMBER: MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 FEET. Dics],n-?v,—,9 .( Ill]nr HDDJJ 'A'3