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2004-964 (2) x PLAN No. _ �r�wrraw PAGE OF DRAWN BY: vo REVISIONS / DATE: - • ..: _ t .. _ a rv— IL - _ _ --- - _ —+—__-- _. ._._. c� -_ T 1. ION pOjTICE KRAFT PAPER INSULA' ON MIDST BE � COVERED 42 min 455 y -R 1065 Z °W NOTICE 18 � Z 2 FOAM INSULATI ON MUST BE COVEREE M ��J�) :•:: ... Q BY A 15 MINUT THERMAL BARR,� Complete lockset for entrance door handle include rr clr_ i I• Z "„ � I = 17 min t.se lock, handle outside, and knob and rose inside -- --- 12 min 1 12 min I o o 430 � E c F ;,lR01 C , 10% 1 1 Z rn i�:; E o �_rr'�GTH - II'- 54 mIn _ 305 30� ( CLEAR �---— — - - — —7 cc N '-- _/_/ _ - - _" s 12 max 1370 �, I FLOOR Lf) �-� ' ►,J z 1 CLEAR Is ti �" 3os 42 min ► 3� I SPACE E o r' j i 1 ,;.. I 10s5 �36 max N w C FLOOR d_. 00 E I Q �` �, ' 7'9 ` T 915 j,), ET PAPER I .•. O o I SPACE { 1_ y c 'i _ _ — 180 230 — CtS'ENSER �%; I-- — — - - - .1 *• Cr? 1 �� 1rr s er o t E , ti.,: rto C 7 O LL ! •;:;.; E �-,_ `� 1 q cv) M v ^� 03 Q 1 '/4 1112 1 'r' (38 mm ► '`. L_ .— ._. _... ._.. _..J N -f-� ul. cM co M �° (3 2 - 38 m m} i 3 max �• F) 7. - ROSE :=:�:�:�:�:�:��� 60 min TDE CLEARANCE rn � 1 525 11 min GRAB BAR "- 48 min `EG CLEARANCE 2eo n n LEPER HANDLE ^ o ;,_ i 220 a3o FIXTURE DEPTH PROJECTION: 1 ';', to 2 /� In. a * Where sp41c:e permits, extend Pr;ih har on ;;sn�ler Tic. �' LENGTH 2 to 4 OF QUEEMRY in- ROSE: Maximum diameter 1 TOWN ,t 9UlI.DING DEPARTMENT '12 ,o in &Vwl on otk Wnftd examination FILE STILE. Larger stile takes larger rose Fig. B4. 17.4 .r ance wimowwm wtsNi Fig. 64.20,3,2 NOTE t)a,hr.d line icdlcatet dimensl��nal clearance of Uptional under fixture cn<fc- : Fig, B4.�7•3 not be oonstned as WCatin the Clear Floor Space at Lavatories and Sinks Water Closet Water Closet plans and speelkabons are � rug _ _ t� Fig.B4.20. 3.1 Side View Front View Of1�wYak State. T^ Bu�dmg Codes S v Vi Cr 04;.�Ct 1! i:i IR :a . Leg Clearancesr;r rr BUILDING & coy EpT. REVIEWED BY DATE: SEa :7 COPYRIGHT C; 2004 CY 1.0-i- M6 49 4ALLIAMS DESIGNERS. ALL RIGHTS RE6ER' A..:. ULLIIAMS 4 t; -LIAMS DESIGNERS' PLANS HAVE - REG16TEREZ; LATH TWE UNITED STA-ES COPYRIGHT OFF+C , THIS DRA11pNG 16 AN INSTRIDIEM OF SERVICE AND MA` NOT OF ALTERED REPROpUC+ED, {�* : COPIED. OR USE^ FOR CONSTRUCTION JTHOIir THE WRrrTEN PERMIS&ON y FROM UALLiAMS, . IU!LLtAMS DESIGNERS. UNAUTHORIZED ALTERATIONS 00 ADDITIONS TO THIS DRAUPVA 16 A VIOLATION OF THE NEW YORK STATE � EDUCATION LAW, AIRTICLE Io, SECTION VO3 `THESE PLANS COMPLY WITH ALL THE CODES, PROVISIONS, AND INTENT OF THE ENlRGY CON60RYATION 4" CONSTRUCTION CODE OF Nft YORK STATE AS ADOPTED .A&T 3, 2002." 00 NOT SCALE THESE DRALLWNGS. THEY MAT NOT 19E TO EXACT SCALE. USE Q ` ONLY THE DIM@MIONS 61,4011K OUINER AND CONTRACTOR SHALL CONSULT ALL APPUCAeU DUILDING CODES TO INSURE THAT PLANS AND MTAILS C,014 O M TO ALL 1M61Ai1REMlW6. THEY &4ALI VBMFY ALL DIMIBWON6 <t EEFORE PROCEEDWi WITH CONSTRiJCT10N WORK AND SHALL NOTWY tWaIJAP76 4 NALLIAM DESiG WItS OF ANY 00GREPANC1ES SEPOW WORK 16 PERFORMED. WILUAMS 4 WILLAMS DOOKW49 S SMALL NOT BE P FOR ANY ADDITIONAL C06TS OR ST PVTUWAL P0tO6L2M+S w®DULTING MOM FAS.URQ TO FOLLOW Ti WN FLANS ANL S PLAN NO. ' RAGE OF D WfN BY: �j REVISIONS / DATE: _ Y :Zol Q _. C LL C�z iL J� ' f _. t I NOK7H rn z o w w 1L t 2 w 0 iz to wf��) �a=.. z � / f r,,1 — JK y J. AREAL: COPYR C-WT C 2004 BY UX,.-IAMS + WILL;AMS DebkkN M6, ALL RK.HTb FtE6ERVE"17. AL. UALLIAMS 4 WILL AMS 0116tGNERb' PLANS "VE DlEN REG ATE UATH THE UNITED STATES COPY RIGHT OFIR--F_ T46 ORAMNG 16 AN INSTWLIMENT OF SERVICE AND MAY NOT DE ALTERED. REPRODUCM, L. 1� 4 T 41 t COPIED. OR USED FOR CONSTRUCTION JNTF10UT Ti-M WRITTEN f'SRt'4WC"F 4..�V, A! iI FROM UAW AMS i UA W AMb DESIGNERS.VI TIONUNAUTH F TWE7 I!W 't O K S TE ADDITFONb TO THIS ORAILIFtiG IS A VIOLATION OF THE NE1U PORK STATE EDUCATION LAW. ARTICLE i S, SECTION MOS. 'THESE PLANS C TIPL.Y WITW ALL THE COOM PROVIS101`46, AND INTENT TION COt*TRUC N C TIOODE OF NMU YORK SSATE AS TAt)OPTM JULY },21�M'HE ENERGY 4 W R NOT SCALE THESE DRAWNGS. TWEY MAY NOT BE TO EXACT SCALE-. U16L' ONLY THE DWWN610N6 SHOWN. OWNER AND CGNTRACTOR SWAU, CONSNLt ALL APPLICA6LE 001ALOPiG CODES TO INSURE THAT PLANS AND DETAR-i COfMO1QY'1 TO ALL REGIWRErJENTS. TW EY SHALL VERPY ALL ORIENW00 OW<?IRE PROCEEDING WITH CONSTRICTION WORK AND S".L NOTiP 1 WU. W" • MLLW DI�L5 FIRS OR ANY 016GREPAW-JES SE140iE WOW If PI RFORT9 D. UALL IAYI6 &UklL AMS DE6IG EM 64ALL NOT Mill MMI#6O FOR ANY ADDITIONAL COSTS OR STRICTMAt.f°IP'7!I!6 EH?f16 TM-. PROM FAILURE TO FOLLOW THEM PLANS AND OV ti ur�■rrti�saw�r�m1 PLAN NO. 2 PAGE •, f 1 OF �E--'`'-pIFI -rI DRAWN BY: p 'f''�/t-a �..� �.�.� � .� � t-r:3...y�� �L..L�'i ,�.�.+ �I'�.,�yr �./ � �; �1+--I.'�',/ `� '.,r-C./ F1�',/ �.. ��•V .�n T.._. /� al � ,rr Y-- , _ ( � .._ _.. --_..._. --__. �n.w.�. ... _ rrawir�.ram iwww `� _.. �• �._. �.•_.- ._..-___.._. ._-. __.__. REVISIONS t DATE: ! ��vvE.RGticG L►�F�TIhi _ ?jAT T AG1Ku Ul Fj T TZ iLu I t i 0 /�f'% ` NOW, r� i Ill- I 2So }lam o, c. viz 1 Q 1 ra _ --�• { , �.fX� C�,Lt1.-. _ C C��/2 -?r- 1,I 1L, V14- 141 N�' 11" ' ` N ` C71�-�£.=%' v PEA��11 ,� i i at , 6 1 t f. Off. c.T{otU pF a c v � � 1 U- ) - - I duo v�, -; *. ` +4a-D « I To�, K � :.�� , - _._ - =� ui �. _ a f _ r_ 0 �v w -� 11 0 0i V ' LJi t?t�1NK1N� � low— LOOP, !`l xI T ':.7�1 I r- 9:X1T�f f� �I LS oN P Tor PaoA W1 UF' LI( - ZZ- ° I 6A - I''l4'� x �Osir -.t----��' �- / o J �.th0 L To Sv L� tits. !", '`'-* `.` ..»r 7 ::. CAN �o�/►� �-�Jx IC1G-r�''1�-►' o'-� j 4_ � .., : S II I U} 41 LL 4 1 1 ©I lrx z t .. EVE L L :PLAN - N i A. Y _ I Ir �r i u � UJINDOW 6G+-4EDULE- NATURAL_ LIGHT AND VENTILATION REQUIREMENTS LU/ EGRESS � `' ► _ .: +4 BITABi.E RO^* E.: 8% 3 4' "ENT EAR 85 '`` � •�,4 f:;. REC, G . . REC. E,:C )P 3840 3C .20 y�3.✓� !J �' .. .+. , .. , r _ _ 3 �oC _ 3 80 PARTS -- _ -440 r- '''��_ 3-` 3.4 4 g 3/4' :3 � r.8^ .�� LOWER REVEL 640 5j.-2C 7.�✓ - - - - 4�25 L..ti I - -- -- ---- -- --- - --- -- -- - - - 3 4 5 �0 b.- SEAL: REMAINING REQUIREMENTS TO SE MADE UP MEG-4AN!G,4LL�" cq�-T c 2004 W �;a*�6 4 LIALLIAMB DESIGNERS, ALL RIC*4TS > vl;✓ ALL lJ!LL!AMS 4 unLL1AM6 DE646NgR6' PLANS Have EIEE►N REGISTERED WITH THE UN!TED STATES COPYR1C%HT OFFICE.. TH16 DRA IN.& I6 AN INSTRLC'fENT OF W-WVICE AND MAY NOT 0E ALTERED, REPRO, S COPIED, OR USED FOR CONSTRUCTIOI, WITHOUT THE WRITTEN PMM16NON FROM WLLIAM6 4 WILLI4M6 DE&CINER5, LirWUTHORIZED ALTERATIONS OR � fi ADD7TJON6 TO THI6 DRAWING 16 A VIOLATION OF THE NEW YORK STATE EDUCATION .Aril, ARTIGL.E 145, SECTION -009. 'THESE PLANS COMPLY WITH _ ALL THE CODES, PROV1670t4• AND INTENT OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NMU YORK STATE AS ADOPTED ULY 3, 70=' DO 1 1 NOT SCALE THESE DRAWNG6. THEY MAY NOT BE TO EXACT SCALE.. USE ` r 1 ONLY THE Drt'1ETlb{ON6 SHOWN, OUIeR AND CONTRACTOR 6HAL1_: GON6,.k-T ALL APPLICABLE IBUIL04NG CODES TO INSIRE THAT PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS, THEY 6kALL VERIFY ALL DiMEN61ONS BEFORE PROCEEDING WITH CONSTRUCTION WORK AND SHALL NOTIFY WILLIAMS 4 WILLIAMS DE6+GNER6 OF ANY 016CREPANCIE6 BEFORE WORK 16f PERFORMED. WALLiAMS t WILLIAMS DE64"MS SHALL NOT BE RFbPONSIDLE (/ FOR ANY ADLNT;ONAL COSTS OR STRUCTURAL PROOLJEM6 RESULTING FROM FAILURE TO FOLLOW THESE pLAN6 AND DETAILS. • s PLAN NO, PAGE OF DRAWN BY: w.. REVISIONS / DATExt 0 I . o o-oui rKo1li po= _ - - 2x4 t-lAILr-- , WALL f 1 N 164-E 4 cof4c. ns (T 67 —r4L---4 rcvg4ej�'-) j , Pl I ioo I � olI � i 5Iti1N ol lo ol oo if I lllj 0 - j i 1 I � j �i I Sri fi � r I00 00 �r to4-4 LIA I I i f lr t i I� i yFj Y{��t� `' •�V 6t � t s . APIAL12005 B W!2004 " LL A.`?6 • !IAi.L,A"1S DESIGNERS. ALL R*k"$ RE5MvW. ALL 4 U)IL.IAMS DESIGNEM PLANS NAVE BEEN REG,STERED w:7-, T4E .N!TED STATES COPYRIGµT OFFICE., T416 DRRAUNG Ib AN .NS'RJMENT OF SERVICE AND MAY NOT BE ALTERREDI OR Jaw " C4N6TRUCT!ON W:T40UT T►g WRITTEN F ERM1661C - PROM WILLIAMS 1 tMLL1AM6 DESIGNERS. JNAITNORIZED ALTERFATIC.NS OR ( , ADDI"ONS TO Tµ S DRAWING 16 A VIOLATION OF THE Me,, ,4 K 6?AT1E E-'JCAT'ON LAW, AR11CLE 45, SEC-',ON 710�. 'T166E PLANS COMPLY ill!'µ • { ALL THE CODES, PROV164ONS, AND INTENT OF THE ENERGY CONGWVAT:CN CON67RUCTION CODE OF NEW YORK STATE AS ADO!o?M jULY 3.1004.' DO � �• t; , NOT SCALE THESE DRAt1ANG6. THEY MAY NOT BE TO EXACT SCALE.. USE ONLY ?NE DIMEN610NS SHOWN. OWNER AND CONTRACTOR SWALL.: CON6ULT �y ALL APPLICABLE BUILDING CODES TO INSURE THAT PLANS AND DETAILS o6 �/(S[ CX�RM TO ALL REQUIREFIENTS, THEY SHALL V MFY ALL OR'tEN K" SX BEFORE PROCEEDING WITH CONSTRUCTION WORK AND SHALL NOTIFY WILLIAMS • WILLJAMS DE6!GNERR6 OP ANY 0160REPANGIES BEFORE WORK PERFORMED. W!LLIAMS • WILLIAMS DESIGNERS SHALL NOT ME RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING PROM FAILURE TO FOLLOW THESE PLANS AND DETAILS. swelu PLAN NO PA(l• 1 I I T i DRAWN BY: - �.� REVISIONS DATE: ILE �• r 1 _ S i s -- -- .. { i L NC 1 Ca 4T �' � � '-o" � ;r-o -to c• ✓" - '� C�- �g i t J��_)�.- I , f ' ` 7�P LL KTS 3 a � / I I fu�N t� U DOWN .Ns s4'V)N 2 x id tiA I L � UJ , -N G�o f �f Ate A�iJON�'* AI�G -�-P 2 Bonn IoP ! ! 1 I ; �r �bPaJ� SILL, U T I o� v�oa �v LOOPr I t 2-1 r5 71 OIL LC)Q- oj _. i i r x --- _ •C� `tom .1A vj! t 7 , " 0 �,ram_••_ ::'� � +�• s RSE4L2005 COt=YRIGH' :G�4 b�" 4jtL !A^B t -LAiL:GMS ;�Ks'ER6 _ 1Flr-5HT+y AP RESERVED 4� uhLt AMB 1 u1�i4t 9 DES'CskZRS' PLANS .44VE SEEN REG18?ERE:' .''H '1E UN17m FATE$ GCP�RIG*+' OFFICE_ 7H16 DRAWNG IS 'S `� -AN INST$Z"`ENT JF SERVICE A7=C, MA` NOT DE 4LTEREL. REPROC1UCEx'?, ��A K tT COPIED. OR SET FOR GGMVSTRiY`'tOTv TµOI:? 7«iE ttJR TEN !a'ERM1S&,>4 ' FROM :J'LL.4MS 1 4"IAM$ DESIGNERS. UNA:JTHOR1�D ALTERATIONS OR DD9 4✓C d ATIONS TO THIS DRALt1(NG IS A VIOLATION OF THE NEW FORK STATE EDUCATION "AI:1, ARTI GLE I.tS. SECTIONmot, 'THESE PLANS C.OMPL.Y W-,4 C" ^w ALL THE CODES. PROV16IONS, AND INTENT OF THE ENERGY CON_ERVAT;ON CONt"RUCTiON CODE OF NEW YORK STATE 46 ADOPTED j Y 3• 2 DO tj1 L ; 4 w r NOT SCAM THEE -_`RAJINGB. THEY MAT NOT BE TO EXACT SCA,.-E.. USE SQ L? ONLY THE DIM, ) ONS SHOUM. OUP&rR A.ND CONTRACTOR SHALT CPNSULT G ` ALL APPLI:AM-E BU L--AW2 CODES TO INSURE THAT PLANS ANC DETAILS P' CONFORM TC ALL RE=MEMENTS. ?HEY SHALL VERIFY ALL DMENSIONS BEFORE PRO—MMXNG WITH CONSTRUCT}ON WORK AND SHALL NOTIFY WILLIAMS 1 L LIAMS DE64-NERS OF ANT- DiSCREPANCIES 8EF RE WCHQK IS r (1 PEPWORME% Lgl_.!AMS 1 WILLIAMS DESIGNERS _HALL NOT DE RESPON&BLE 1 T f FOR ANY ADDITIONAL COSTS OR STRUCTURAL pRO15LEMS REt3UL T!NG PROM �+ FAILURE TO FOL.�OW THESE f'L.AN_ AND DETAILS. PLAN NO, TQlM 4 BRACING DET IL ,�`'"'�c�1 Hell!"..��`—��•� I- PROVIDE WEB BRACING AS PER MANUFACTURER'S ARCHITECTURAL TRUSS j �/` COPYRIGHT 2003 BY WILLIAMS t W-UAMS DESIGNERS. ALL R*W6 RESERVED. `' l'"� �� ALL WILLIAMB WILLIAMS DESIGNERS' PLANS HAVE BEEN REGISTERED WITH THE I' P-O�' %' TKs O.S.B. (ORIENTED STRAND BOARD) SHEETS 2- ROOF- >S" 0.8.8.,(ORIENTED STRAND BOARD') 02=PTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING OF 2- 2" NOMINAL. LUMBER UNITED STATES COPYRIGHT OFFICE. THIS DRAWING 16 AN iNSTRUMENT OF SERVICE 3- WALL- VI6' 0.6.6. (ORIENTED STRAND BOARD) OF FASTENER &cA FAST'ENEKB 3- BOTTOM CHORD TO HAVE CONTINUOS LATERAL BRACING AT A MAXIMUM AND MAY NOT 15E ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTION JOIST TO SILL OR GIRDER, TOE NAiL 3-80 -- INTERVAL OF 10'. BRACES TO BE SECURELY ANCHORED INTO SOLID END PAGE WITHOUT THE WRITTEN PEIRI'UIb M FROM Wlt.l"IAMIS a WILLIAM6 DESK 6. TO 00 80 tx6 6UBR.00R OR LESS TO EACH JOIST, FACE NAIL. 2-60 -- WALL. • OF 16 A VIOLATM OF FEDERAL COPYRIGHT LAWS. UNAUTHORIZED ALTERATIONS OR I. CEILING WITH ATTIC SPACE........................12" THICK R38 KRAFT FACED 6UJl3Rl.AOR TO J016T OR GIRDER, BLIND AND FACE NAIL Z-16D -- 4- TOP CHORD TO HAVE DIAGONAL BRACING lAT 45 DEGREE51 ON BOTH SLOES ADDITIONS TO TH16 DRAWING 16 A VIOLATION OF THE NEW YORK STATE EDUCATION 2- " 6LOPED CE WIGn WITHOUT ATTIC 6PACE.•.814" THICK R30C KRAFT FACED 60LE PLATE TO JOIST OR BLOCKING, FACE NAIL 160 160 D.G. OF RIDGE LINE NAILED TO UNDERSIDE OF TOP CHORD. REPEAT AT BOTH LAW, ARTLGL.E 145, SECTION TZOB. THESE DRAIL411406 ARE NOT TO 15E USED IDY ANY 3. EXTERIOR uQ Ib................................... " THICK RM KRAFT FACED/POLY TOP OR SOLE PLATE TO 6TUD, END NAIL Z-IbD — ENDS. PARTY .OTHER THAN THE ORKm1NAL. CLIENT, EXCEPT BY WRITTEN AGREEMENT. ...... 6 4- ,O T{ OR..........................................................6" THICK Rig KRAFT FACED STUD t0 SOLE PLATE, TOE NAiL 3.801 Z-16D — 5- ROOF SHEATHING TO NAPE STAGGERED J015T8 AND FASTEN PER NAILING 13- BASE LENT W,AL.L,6....... ................................3 1*6 TN10K RII POLY DOUBLE 6TUD6, FACE NAIL MOD 24 O.G. SCHEDULE. THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO STIPULATE MINIMUM DOUBLE TOP PLATES, FACE NAIL MOD 24 O.C. b- SHEATHING BUNDLES SHALL NOT BE PLACED ON ROOF. A MAXIMUM OF 8 EDRAWN BY: STANDARDS OF CONSTRUCTION. THE DRAWUNG6 6NALL GOVERN OVER THE NOTES IN NOTE, ALL VAPOR BARRIERS (KRAFT OR POLY) TO BE INSTALLED ON THE SOLE PLATE TO JOIST OR I3LOGKtNCs AT BRAG® WALL PANELS 3.16E 16 O.G. SHEETS PER 2 TRUSSES DURING GONSTRUGTION, ALL MATTERS 6PEGiFIGALLY INDICATED, THESE DRAWINGS ARE FOR A 81NGa.E WINTER W�i"1 SIDE � M w DOUBLE TOP PLATES, MINIMUM 48 OFFSET OF END JOINTS, FACE 8-16D I- .LAP ALL LATERAL BRACES MINIMUM .2'. RE61DENSE• F- EXHAUST ALL FANS VENT6 DIRECTLY TO OUTSIDE. PROVIDE 5 AIR NAIL IN LAPPED AREA Itttwtt�� THE DESIGNER SHALL NOT HAVE CONTROL OF NOR SHALL i5E RESPONSIBLE FOR EX04ANGE6 PER WOUFL MINIMUM CAPACITY 16 150 GFM. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE i 3-bD -- CONSTRUCTION METHODS OR TECHhUQUEB, OR OR FOR THE BAFTY 2- I.G. I ABEL.ED RECESSED LIGHTS REQUIRED IN INSU-AT'ED CEILINGS. NAIL RE1+�iSiONS ! DATE: PRECAUTIONS, USCD OR REQUIRED IN CONTRACTOR, SUBCONTRACTORS OR ANY 3- SMOKE DETECTORS TO BE WIRED DIRECTLY TO HOUSE120 VOLT SYSTEM. RIM J016T TO TOP PLATE, TOE NAIL 80 b O.C. INTERCONNECTED FOR 61MULTANTEOU6 OPERATION AND HAVE BATTERY TOP PL-ATE6, LAP6 AT CORNERS AND INTERSECTIONS, FACE 2-1001 OTHER PERSONS PERFORMING ANY WORK OR FOR THEIR FAILURE TO CARRY OUT 1 BACKUP. M I NIMUM OCATION6s NAIL THE WORK IN ACCORDANCE WITH THE CONSTRUCTION PLAN6/00GUMENT6, A- ONE ON EVERY LEVEL BUILT-UP HEADER, TWO PIECES WiTH It 6PAGER 160 ib ALONG IF THE CONTRACTOR DISCOVERS ANY DEFECTS IN THE CONSTRUCTION B- ONE IN EVERY BEDROOM EACH EDGE G- ONE UUTWN EVERY Id OF A BEDROOM DOOR IN HALLWAY + PLAN6/00C RIII TB, HE 6HALL PROVDE WRITTEN NOTICE OF THAT DEFECT TO THE CONTINUED HEADER, TWO PIECES 16D 16'ALONG i • DESIGNS SO THAT THE DESIGNER MAY CORRECT SIGH DEFECT. IF THE 4- PROV E CARBON MONOXCE DETECTOR ON LOWEST SLEEPING LEVEL EACH EDGE CONTRACTOR F T14A TO DO 60, WE SHALL BEAR ALL GO&T8 ASSOCIATED WITH 5- CONTRACTOR 16 RESPONSIBLE FOR DESIGN AND PROPER FUNTION OF HVAG CEILING J016TG TO PLATE, TOE NAiL 3.8E ! ! AND ELEGTUGAL SYSTEMS. CONTINUOUS HEADER TO STUD, TOE NAIL 4-80 PROCEEDING CAUSED BY SIGH DEFECT. IF THE CONTRACTOR FINDS A DEFECT IN -°- M TO AAMA/NtWJDA 1OV1.6.2 ._ \o\ CONSTRUCTION RESULTING FROM THE WORK OF THE DESIGNER, HE 6NAt.L NOTIFY THE U'' '�- � TO CONFOR CEILING JOIST, LAPS OVER PART'iTION6, FADE NAIL }10D � {N WRITING AND ALLOW THE DESIGNER TIME TO SUGGEST REPAIRS. IF THE 1- ALL EMERGENCY EGRESS WINDOWS AND BEDROOM WINDOWS MUST MEET THE / CEILING JO1 ER 6T TO PARALLEL RAFT6, FACE NAIL 3-00 DESIGNER FOLLOWING GUIDE LINES, -.. CONTRACTOR DOES NOT NOTIFY THE DESIGNER IN WRITING. OR ALLOW REA60NABLE RAFTER TO PLATi~ TOE NAIL 2.160 TIME TO 6UGt'sE6T REPAIRS OR DOES THE REPAIRS NOT IN CONFORMANCE UUTN THE A- CLEAR OPENiNC' OF 5.1 SQUARE FEET ABOVE OR BELOW GRADE � a C BRAGS To EACH STUD AND PLATE, FACE NAIL 2-8D 8- CLEAR OPENING OF 5.0 SGitLARE FEET AT GRADE I x6 BREATHING TO EACH BEARING. FACE NAIL 2-60 DESIGNERS SUGGESTED METHODS, THEN TI$ CONTRACTOR SHALL BEAR ALL COST& C- MINIMUM HEIGHT OF 24" _ ASSOCIATED UUTH SUCH DEFEGt, D. MtNLMUM WIDTH OF 2D" I x8 SHEATHING TO EACH BEARING. FACE NAIL Z-8D � J THE CONTRACTOR 16 RESPONSIBLE FOR SAFE CONDITIONS AT THE JOB SITE AND FOR &' 6AFTY GLAZING OR TEMPERED GLAS6 TO BE PROVIDED AT: WIDER THAN 1xa SHEATHING TO EACH BEARING, FACE NAIL 3-8D A- EXPOSED AREA of AN INDIVIDUAL PANE GREATER THAN 9 SQUARE BUILT-UP CORNER STUDS MOD 24 O.C. THE TEMPORARY SUPPORT OF THE STRUCTURE PRIOR TO COMPLETIONFEET OF THE 1X BUILT-UP GIROBR4 AND BEAMS, LUIhL'IER LAYERS 10D I�A1L Alb R4.01 I.AtrEQ M Sr VERTICAL AND LATERAL LOADS SYSTEMS. ALL WORK SHALL BE IN COMPLIANCE WITH NEW YORK STATE CODE6 AND LOCAL CODES AND ORDINANCES. C,- ONE7CN'i EDGE �� THAN 18" FACES FLOOR o.G AT TOP AM � Y � G- ONE OR MORE WALKING 6WRFAGE6 18 WITHIN 36" HORIZONTALLY OF IaottoM OTA 44RW. TWO N . ' VERIFY ALL DIMENSIONS PRIOR TO ERECTION. THE GLAZING WAILS AT 006 WAn1DRAIL/ .11ARCReII O iyiL+11cd � .D- Top EDGE GREATER THAN 36" ABOVE FLOOR. AND AT 6A W FOR ADDITIONS AND/OR RENOVATIONS THE BUILDER AND/OR GENERAL )� GLAZING ADJOINING 6TAM28 WITHIN 60" OF BOTTOM TREAD SPLIr.E. I- PROVIDE A 3'x3' MINIMUM LANDING EACH SIDE OF AN EXTERIOR DOOR. CONTRACTOR SHALL FIELD VERIFY ALL .PREEXISTING 6TRUCTUAL CONDITIONS 4 S. PROVE A 30"x& ,6� ACCE,b6 IN A WALLIUAY OR A READILY ACCESSIBLE PLANKS 2-WOO AT EACH THE EFXCF T ER: WHERE A STAIRWAY OF TWO OR FEWER RISERS IS LOCATED ,Ala DEMINSION6 PRIOR TO ORDERING MATERIAL,4 BEGINNING CONSTRUCTION. AREA, NOT IN A STANDARD CLOSET. BEARING THE EXTERIOR SIDE OF A DOOR, OTHER THAN THE REQUIRED EXIT DOOR, A Q 10- PROVIDE AN 18"x24" CRAWL SPACE ACCESS. ROOF RAFTERS TO RIDGE, VALLEY OR HiP RAFTER6: LANDING 15 NOT REQUIRED FOR THE EXTERIOR SIDE OF THE DOOR. Z 11- PROVIDE 5/8' TYPE X FIRE CODE GYPSUM BOARD ON GARAGE CEILING, TOE NAL 4-160 --- 2r STAIR REQUIREMENTS: BEAM, AND GARAGE 61DE OF WALL COMMON TO HOUSE AND GARAGE FACE NAIL 1-160 -- a. OPEN RISERS NOT ALLOWED FOR STAIRS OVER 30" IN HEIGHT. PROVIDE �' TYPE X FIRE RATED GYPStNM BOARD ON HOUSE SIDE OF WALL TIES TO*RAFTER$, FACE NAiL 3.8E -.- b. ALL STAIRWAYS MINIMUM 36" IN WIDTH. W GOMM'10N TO WOUN AND GARAGE. WOOD &TRiJCTURAL PANALB, 6UBKOOR, ROOF AND WALL BHEATWING TO FRAMING, c. WINDERS MINIMUM DEPTH OF b" ON THE CONVERGING SIDE. 12- PROVIDE % HOUR FM RATED DOOR AND JAMBS WITH AUTOMATIC CLO6ER AND PARTICLEBOARD WALL SHEATHINGWTWIEEN cf. MINIMUM HEADROOM CLEARANCE OF b'-8" FOR ALL STAIRWAYS. Q HOUSE AND GNZACsE. 5/Ifr - 6D-6UBLOOR, WALL 6 12f 3- HANORAIL REQUIREMENTS.MUST CONFORM TO R315,2. F 3- INSTALL ZERO CLEARANCE FIREPLACES AND TERMINATION POINT FOR 8D-ROOF I kp REQUIRED ON ALL STAIRS OF 2 OR MORE RISERS. 1 a. 1 � t AGTURERS SPEGiFGATIONS. •i 8D 6 12f b. REQIURED ON BOTH SIDES IF OPEN RISER. FLUE/CHIMNEY AGCORDWA TO MANUF WMAINTAIN A MINIMUM OF 8" D16TANCE dETILEEN 61DING AND FINISHED GRADE t VO -I 14 IOD 6 12 c. MUST E BETWEEN 34' AND 3 IN HEIGHT, . �l24aI1GIt� 4 d, MUST TERMINATE ERMINATE AT WALLS ORR NEWEL POST. i FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED 601L A MINIMUM OF 48" BELOW W ALL DRAINS, VENTS, AND 6LrpLY PP0Gs MUST 69 TESTED TO THE FOLLOWING •. MUST BE CONTINUOUS FROM BOTTOM STEP TO TOP STEP. �r GRADE. A86�►MED 801E SEARING LOAD 16 200E P6F. (GROUP - , CRITERIA: -- ` A- WATER HEAD TEST 10' ABOVE HIGHEST CONNECTION 4- GUARDRAIL REQUIREMENTS: I SOILSGW GP 6W 6P) SPA,CANG OF FASTEi� a REQUIRED ON STAIRS, LANDINGS, PORCHES, DECKS, OR RAISED FLOOR 2_ "IAXIMUM EXCAVATION SLOPE BELOW FOOTINGS TO BE I VERTICAL TO 2 B- 5 PSI FOR 15 MINUTES DESORiPTION OF BUILDING �� � SURFACES MORE THAN 30" ABOVE OR BELOW GRADE. HORIZONTAL. ib- HEATING DUCT6 SHALL BE SECURED AND SEALED IN ACCORDANCE WITH THE MATERIALS FA6T7l NER b A EDG IEWNCHESJh INTEf ATE SUPPORTS NG OF FOUNDATION WALLS SHALL. NOT BE FOR 28 DAYS, OR NEVI YORK STATE ENERGY CODE. b,cllll UE6) j b. MINIMUM H THAN AT STAIRS 34". 3- BAGKF{LLt 11- COMPATION AIR T6: IF THERE 16 NO COMBUSTION AIR SUPPLIED 1 it GALVANIZED 4 8 c. NO MORE THAN 4" BETWEEN BALUSTERS OR HORIZONTAL RAILS. IbF.FORE FLOOR 6Y6TEM1 16 IN PLACE AND WALL- 6TABILUMP, ►5 GYPSUM BOARD. y d. NO MORE THAN b" OPENING ON STAIRS WHERE RISER, TREAD, AND S 4- ';.tMM�f'' ; pALANCFIZ � T- 1'. TO GAS , IN&TAUAR MUST CERTIFY BASEMENT OR ROOM HAS ROOFING NAIL, 6D PROPER AMOUNT OF C4MOLOT10N AIR PER CODE AT FINAL INSPECTION. COMMON NAi! , 1 K BOTTOM RAIL MEET. ETE II GARAGE CONCRETE SLAB MUST BE SLOPED TOWARDS OVERHEAD DOOR OR SakEW6, TYPE W •. GUARDS CAN NOT CON515T OF HORIZONTAL RAILS OR ANY I- ::ONGREt•E STRENGTH TO BE AS FOLLOWS: A DRAIN T"Ki6T Be PROVIDED AND DRAIN TD DAYLIGHT/DRYUELL. OR 6 ( DECORA1t,,E/ORNAMENTAL PATTERN THAT CREATE$ A LADDER GARAGE SLABS AND PORCHES, STEPS, AND WALKS: 3500 PSI EFFECT, VERTICAL CONCRETE EXPOSED TO WEATHER: 3000 PSF 19- ICE + WATER 6NISLO W�IDERL„AYMENT RECaUII�E"G FROM EAVE'S EDGE A MINIMUM 5/8 GYPSUM BOARD. g 1 Mi GALVANIZED 4 8 PROVIDE AIR ENTRAINMENT OF 5.16 OF VOLUME. OF 24' INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. MEASURED ROOFIG NAILS eD HORIZONTALLY. COMMON NAIL-1 5/8 SLUMP TO BE NO MORE THAN 4" NOR L.EBS THAN 2"• ZO-FN�ILOGKING SHALL BE PROVIDED TO CUT OFF ALL CONGEALED DRAFT bGRE1US. TYPE W OPENINGS (VERTICAL- AND 14ORIZONTAU AND TO FORM AN EFFECTIVE FIRE OR 6 1 I- RESAR SHALL =ONFORM TO A.$.T.M. GRADE 40. WELDED WIRE FABRIC MESH BARRIER BETWEEN 6TORIE6, AND BETWM A TOP STORY AND THE ROOF WOO STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT To FRAMING A.B.T.M. A185. 6PACE•FWtEbLOCKNG 6WALL 9E PROVIDED IN CONSTRUCTION 14 AND L.E&S 8D COMMON NAIL 6 12 gHALL Gc7NFORM TO 2- it" DIAMETER 1 " b.T.R BOLTS • 4' O.G. IN THE FOLLODUNG LOCATIONS. 1/8-I by COMMON NAIL 6 12 2- s5 EAR VERTIC ALLY • 4' O.G. A- IN CONCEALED SPACES OF STUD UTA' I AND PARTITIONS, INGWDiNG 111844 IOp COMMON NAIL 6 I2 � FURRED SPACES, AT THE CEILING AND FLOOR SPACES- CONCEALL— srsq HORIZONTAL FURRED 6PACE6 6wA.LL ALSO BE FIREBLOCKED AT ♦ ALL NAILS ARE 61MOOTN-COMMOK DOX EXCEPT WHERE OTHERWISE STATED. (45 TYP c0 c'ot1GPi FILM IMOATION Ai► INTERVAL& NOT EXCEEDING 10'. SATT6 OR BLANKET& OF MINERAL OF F'PROOfING: ASPHALT/TAR TYPE COATING NAILS WISED FOiR FRAMING AND 6HIIATHING CONNECTIONS SHALL HAVE A 1• DAM GLASS FIBER Si-LOLL BE ALLOWED A6 R�OGKING IN WALLS MW4M IM AYERA69 DENDING YtiLD 6TR04TN6 A6 FOLLOWS: 80 " FOR WATERPROOcIN'-: RUB�'R/ICE AND WATER SHIELD TYPE COiISTRLICTED U61NG PARALLEL ROWS OF 6TUb6 OR STAGGERED SHANK DIA."ETER OF O.i3?" t200 COMMON NANJ, WKSI FOR 6HANK DIAMETERS STUDS. LARGER THAN O.I4=" iSUT NOT LARGER T►iAN O.1'T1', AND 100 tG6t FOR SHANK � � DIAMETERS OF 0.142" OR LE66. = RISERS SHALL BE A MAXIMUM .J►I z � � � B- AT ALL Tk2N6 1 CONCEALED VERTICAL AND Z MINIMUM TREAD DEPTH SHALL BE z I- 4' DIAMETER PERFOiRATED PIPE WITH FILTER FABRIC TO DAYLIGHT, ORYWELL, HORWONTA<. ��� BtIGH OCCUR AT SOFFITS, DROP GQLING6 b' aI'a•L NOT ��® MOIRE THAN 6 O.G. AT ALL HUPPORT6 WHERE . � SPANS ARE M' OR GREATIER. Lu OR 6UMP PUI AS $O CONDITIONS AND SITE DICTATE. AND GOVE CEILINGS• G- � 4'>r1' OR 4'x9' SHALL DE APPU® VERTIGAL.Y. :2 IL � G- IN GONGEALLED 'SPACES BETWEEN STAIR STRINGERS AT THE TOP AND cf- SPACING OF FA6TENi IR6 .NOT INCL1DED IN TN16 TABLE SHAU,L BE BASED ON _ .... _; ;',�• '•� BOTTOM OF THE RUN. ENCLOSED 6PAGE6 UNDER STAIRS 6WIALL � W �� FIRST 10' RUN FROM ALL St�E5 OF HOUSE TABLE EG07.3 (U. 1- GRADE SHALL DROP b' IN RS COMPLY WITH SECTION R314.8. • FOR REGIONS RAVINGS BASIC WIND SPEED OF il0 MPH OR GREATER. BD � Z +... .,•�� u;µ D- AT OPENING AROUND VENTS, PIPES AND DUGT6 AT CEILING AND DEFORMED NAILS SHALL DE USED TO ATTAGHNG PLYWOOD STRUCTURAL PANEL ,.,,i �► -, FLOOR LEVEL. TO RESIT THE FREE PASSAGE OF FLAME AND ROOF 6t•IEATHING TO FRAMING WITFNN MINIMUM 41' DISTANCE FROM GABLE END ILL. LJ f L11lYCiC WALL6, IF f1EAN ROOF NEiGHT t6 MORE THAN 25', UP TO 3b' MAXIMUM. LUMBER GRADES IS AS FOLLOWS: PRODUCTS OF GOMCU6110N. _ 1- PER.IV5, BEAMS, ANL� STRINGERS.........'2 SPF OR BETTER �- FOR REGIONS HAVING A BASIC WIND SPEED OF 100 MPN OR LESS- NAILS FOR - cz � ��°✓�✓ !,- FOR THE OF t.HIMNI AND FRO'LAGEB. 6EE SECTION ATTACHING WOOD 6TRUCTURAL PANEL. ROOF 6HEATHNWK1 TO GABLE END WALL uj r 2- JOISTS AND RAFlERB..............................'2 SPF OR BETTER RIOOL16. WL- �'1 &PF t7R BETTER FRAMING SHALL OE &PAGED 6' ON GBNTER• WHEN BASK WIND SPEED Is CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA 3- 5TUDS........-...... F- FI INCs OF GORNIGE6 OF A TWO-FAMILY DWELLING 18 REQUIRED i � . . . REBLOC.K 4REATER THAN tOO MPR NAIL& FOR ATTACHING PANE. ROOF SHEATHING TO 4- BLOCKING AND BRIDGING......................A2 t3PF OR BETTER AT THE LINE OF DIEING UNIT SE'PARA710�L INTB2MEDIATE SUcPORT5 6HALL BE 6PAC1® 6' O.G. FOR MINIMUM 46" 4 GROUND WIND SEISMIC WINTER ICE SHIELD � FLOOD I � 9- PLATE6, BILLS CONTACTING CONCRETE......PRESSURE TREATED SPF DISTANCE FROM ROGE6. EAVES, AND GABLED WALLS: ANS 4' ON CENTER TO SNOW SPEED DESIGN w. t`sAdLE WALL FRAMING- I I ! SUBJECT TO �Alv� FROM: i DESIGN UNDERLAYMENT i HAZARD D OR BETTER 6- POSTS AND BEAMS............ '2 $PF OR BETTER I■/fuIAwl ��r.'-� S �- g GYPSUM GWEATHING 6�+ALL CONFORM TO A6N1 G 19 AND SHALL BE INSTALLED LOAD (MPH) CATEGORY TEMP. REQUIRED IN AGGORDANGE WITH GA 253. FSERBOARD 6HEATHING SHALL CONFORM TO I ""°" l- 2x6 TlG DECKING............................ DECKING GRADE .e.rK�.o oe-*w ASTM C 201. 24" INSIDE ALL b- ALL J015TS FRAMING INTO THE SIDE OF A SUPPORTING MEMBER (NOT 6TRUCTIUURAL MAR !r SPACING ON FLOOR 6HEATHING PANEL EDGES APPLIES TO PANEL EDGES j iM N U TYPE HANGERS OR � � "`O"""' ' '""'"" a" � -5 � EXTERIOR '� NO � .( BEARING ON) SHALL BE SUPPORTED BY S PSO D�EGT{ON SUPPORT® DY FRAMING MEMDER6AND AT ALL FLOOR PERIMETERS ONLY, " 'ti°r�;'; ,���� I i EQUAL. ANGHOP EACH RAFTER AND/OR BOTTOM CHORD OF TRiZS TO TOP RAFTERS ►BAYING 6LOPM GREATER T14AN 3:12 WITH NO UtiO &PAGING OF FA/3TENERS ON ROOF SHEATHING PANEL. EDGES APPLIES TO70 , n 4b I WALLS r PANEL EDGES SUPPORTED b7 FRAMING MEMBERS' AND AT ALL ROOF PLANE PLATES AT OUTSIDE WALLS WITH 51MPSON NI OR H2.5 TIES. FINISHED CABLING ATTACHED TO RAFTERS T PROVIDED WITH STANDARD GUT PARTITIONS W180 PFRtMETOW BLOCKMQ� OF ROOF OR FLOOR SHEATHING PANEL EDGER ON WOOD, O BE INTERIOR WALLS AND PAR A OLTHEADS BEARINGi SiaALL NOT BE REQUIRED EXCEPT � � '• � � I ,-�i' 9- ALL B WA5HER5. FLOOR6 AND PLASTERED CIEILW36 L/360 Pt�ENDIECTIO O THE FtRAtITR 1 10- HEADERS AT EXTERIOR DOORS AND WINDOWS TO BE 2-2x10 UNLESS AT INTERSECTION OF ADJACENT ROOF PLANES. FLOOR AND RODE PERIMETER �IN AGGORDA'rIGE WITH THE RESIDENTIAL GORE OF THE STATE OF NEW PORK R301.2.3, BUILDING IN ALL OTHER 6TRUGTURAL Mob L/24o SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. REGIONS WITH GROUND &NOW LOADS GREATER THAN 10 P6F SHALL BE DESIGNED IN ACCORDANCE OTHERW15E NOTED. EXTERIOR WALIb WTN PLAVEM OR 6TUCC0 FINISH W360 I:.".TH ACCEPTED ENGINNEERING PRACTICE AND ACRE 1-02 (AMERICAN 60CIETY OF CIVIL ENGINEERS ! !I- ALL INTERIOR WALLS TO BE 2x4 • Ib" O.G. UNLESS OTHERW15E NOTED. EXTERIOR WALL64ANp LOADS WITH, BRITTLE 19NOWE6 L/240 12- PROVIDE SOLID BLOCKING OR STUDDING BELOW ALL BEAMS, POST LOADS EXTERIOR "LL"IND LOADS WITH lILEXSL.B FINISHES V120 IN WOOD STRUCTURE TO FOUNDATION OR DESIGNED BEARING POINT. n 13- HOLD ALL FRAMING MEMBERS 6' CLEAR OF EITHER 61DE OF WASTE DRAIN$ It AT TUB, 5H01bER, AND TOILET, MA 4- D')JBLE JOISTS OR SOLID BLOCKING UNDER ALL PARALLEL WALLS AND t `� BATHTUt-S. HORIZONTAL. SPAN SIZE/6PACING 61-0crK.NG: ib" D.C. ON BEARING WALLS LP TO V-0 2*6 • 240 O.G. 32 O.G. ON NON-BEARING WALLS 9- - 114 us • 246 O.G. ,: 15 NOTCHING REQUIREMENTS FOR EXTERIOR AND LOAD BEARING WALLS. I -6 - &-115 200 •24 O.G. Yo• A- LOAD BEARING WALLS CUT MORE THAN 506 MUST BE 4• a• 7 •' SECURED BY A METAL TIE .054' THICK BY I" WIDE WITH (8) µ-0 - 16-0 2x12 • 24 O.G. MINIMUM 30•x30• I&D NAILS EACH SIDE EXCEPT FOR EXTERIOR WALLS \ / COVERED WITH SHEATHING. B- GREATER THAN 1" HOLES REQUIRE DOUBLE JOISTS. / � �•�• uft uvE LOAD G- NO HOLES WITHIN 5/8' OF EDGE OF STUD, Apt 2005 G M 6p n•raNnxr• D- NOTCHES NO MORE THAN 35Mi OF STUD DEPTH. EXTERIOREXTERIORd.4L.CC)t�liEb u.E x' INKv+ LlFARANGE DECKS 40 •WATOt G.0W /IUD s LAVATOR" Q D,"LlbLE JACKS STUDS AT EACH SIDE OF OPENING GREATER THAN b'. 50 I'l- F :OvIDE SOLID BLOCKING/BRIDGING OR CRO66 $RAGING BETWEEN JOt5T5 PASSENGER YEW" G ALL JOIST MI06PAN6, ATTIC& WITHOUT STORAGE 10 6- 'ILL CANTILEVVERS TO BE A 3:1 RATIO, 3x SUPPORTED, Ix UNSUPPORTED ATTICS WITH STORAGE 20 ROOMS OT1E1R THAN 6LEEpING 40 A ? 6U.1fr4 IG MOOMG 30 = 6TAI11*6 40 t w GUAIQOIRAILO AND NANDRALLS 200r 4 ' tl f cr .. . .. . �, ✓'L !�� '," .- 4 PLAN NO. 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