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RC-000709-2017 (2) k r i I i d" _ - •fix, - - _ , PLAN K 1 x • O „ I I _ - - - - rE w O 6O1 1 '7 L7 � 'i N N CO , A USTOM ISNQ N 'AGM AP • _ � •L �! ORO u `.p w ! 17RA^N BY: , 00 t 1 r �Ea i ` 2 P^ ,-p N , I;i i_j•,:l .;i°°, "_: � .s a I IS 1 v REVISIONS/1'� TE: C4 Cn NOTICE �I � M {= FOAM INSULATION MUST BE COVERED BY A 15 MINUTE P THERMAL BARRIER E i lull lu PE5 - rvNERS OF F NE � , ES, 5 NCI 1 ; 16a - m - - „ IL T / �1 l / 1�11'tv1/fI1X1 I// 1/ �II� //II/\WI/YI\ / -_VI ///IIIIRI% -// I///II1lY/1 1l//I/I N/If,l N IAV/I I/SII/IF/I /_I1�'I�IL11//IIIIII//I\" II I//11 11 III II -III 1P 1►/\VI/// /I I� ► / I / YI / 1 11 1r/ II \ V/Y1111/ TOWN OF U - Q E E N SB I I URY _ , . s- : , fp - -_ - z� BUILDING L D G & C rF EPT. .,. _ : t � II Reveewe�l B , � z r, t - ,. .L� _ Dat - � g' lu ICE: 4 ' make detectors are required in bedrooms, III adjacent to bedrooms and on each floor le el including cellar or basement, ' I All smoke detectors & carbon monoxide TOWN OF QUFFNSBURY detectors shall be Interconnnected with BUILDING DEPARTMENT battery backup and located on all levels. = E3ased on our limited examination,compliance with our comments shall not be construued as Carbon monoxide detectors are re uired q Indicating the plans and seclfications are in • _ i outside sleeping areas and on all levels. full compliance with the wilding Codes of I • ew York State. ._ Mom mis"930% M " 14 GROOKEfl o N G R 1=® - TREE LANE , nl ' I'I .� GLEVERfl�LE IN L STREET®V7I`� LES FAL:FI�I' `r 4F. ll YORK 2 !SO 1 NEW YORK j�"T (=1 45 I . I • g a - L, . �_ - S • I� � S . GO1� r 1y I g� _ - - -•Y4-�+-_ _ _ , ,""'4.•".� yir.ii ^! -+y,'' eta >1,4n � `, � , '� - •§_ :a': ,.-„err _ -� �.i � - •, 2 r - k t� lu lu R Scheck Software Version 4.6.4 < ...Y u__._.,�. .- w W < � tl1 Y J Q ComplianceCert'f'cate . _ %mom ..� U_ NOV 1 '�' ..1 w o z •.l 3 2017 J . OR U_ oaf WED F r . _ I . 9 p� s'y, l ' Project PLAN NO. 060117 �� #3Ult.l 31tjj( a r. ' O Q E �;c�� z ENERGY”CODE COMPLIANCE, � _v I ► Energy Code: l 2015 IECCCht Location: Lake George, New York i' W z Construction Type: Single-family P g Y I' J Project Type: Addition _ . _ e Zone: _ ., f.. I / / II 'Climate 6 (7377 HDD) , ►nlxu/ xl>A nnl orrl m/nnnnu n► .:.- t-.,¢-�-�,-r,r i - -: ,:.,. -. . ., r,: , ,_.: : ._ .: �►I I I \/ � xi` E�1 r AI ® xm n lull P D - ; �►,:. ,� _°.s fir. mit ate• d , I: Permit Numb , 3 F - /: -.. . st its: Owri r nt: Designer/Contractor: Con t'o"ruc I n S er/A e 14-CROOKED TREE LANE KATHERINE SEELYE JESSICA CHENIER BULMAN � - '.'',,, . - '° .i $ -_ -.-. ., .,a •; - p, „ T 1� , i I I CLEVERDALE,NY 12820 10 McTERNAN ST .. I WLLIAMS&WILLIAMS DESIGNERS - y- _ t< s. t - CAMBRIDGE MA 02139 509 GLEN ST � A f! _ >� ;�-r - n 917-8 6-B r �, 4 379_ GLENS FALLS NY 12801 - ,�. �• " .-t r� I � � 68 1 79 4 7 r , 5 8 8 ' »•' �' _ �•- 1';�; WILLIAMSANDWILLIAMSDESIGNERS. COM � iii < 4.. a :ra? to y,r - ,A _ .4%Better Than Code Maximum UA: 71 Your UA: 70 Compliance: 1 •. I I I i � I The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. ,,,•..,.J _, - .`',yF, ` 't'" s' - It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies ILf HimP. Ceiling 1:Cathedral Ceiling 288 38.0 0.0 0.027 7 . : F-1 ° tt 5F .! Skylight ht 1:Wood FramW e:Double Pane with Low-E 28 0.450 13 a I f I TO THE BEST OF OUR KNOWLEDGE,BELIEF,E a sLL PROFESSIONAL JUDGEMENT,SUCH PLANS i r , -- -- Wall 1:Wood Frame, 16"D.C. 464 21.0 0.0 0,057 23 1 _ ' 3 5PEGIFICATION5 ARE IN COMPLIANCE WITH THE 20 19 Window 1:Wood Frame:Doub ! 0290 /NTBRNAT/ONALREs/DENTiALGO0E,z013 le Pane with Low-E' I _ 6 6 19 �,' ' M � Basement Wall 1:Solid Concrete or Masonry /NT2RNAT/ONAL eNCR6YGON32RVAT/ONGODe t 2O t b I y 5 '- lg 0 0.0 19.0 0.044 8 � SUPPLIMCNTS OF NEW YORK STATE(REV.AUGUST 2016). Wall height:4.0' fi Depth below grade:°3.0' _ f 4 0'Insulation depth: . G II OPYRI6HT 0201-7 BY WILLIAMS 4 WILLIAMS DESIGNERS. ALL RIGHTS RESERVED, WILLIAMS t WILLIAMS g -- 5E,4L: C o m l i a n c e` �d esenl beildi •design described here is consistent with the building tans,specifications,and other DESIGNERS'PLANS HAVE BEEN REGISTERED WITH THE A f�'aP rt4 9 9 P P UNITED STATES COPYRIGHT OFFICE THIS DRAWIN6IS AN -�: -_' .,_,,,•,; ,„,. , j, x - calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in I complyINSTRUMENT OF SERVICE AND MAY NOT 8C ALTERED RESc h e lterlsion 4.6.4 and to with the mandato listed in the RESc I'h e las ection Checklist. mandatoryREPRODUCED,COPIED,OR USED FOR CONSTRUCTION - - WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS t es4�r`ca CGceniel' ��G�ra�r �vosi�7 II -F T� •.:-. :.> _ m� - - r` JESSICA CHENIER BULMAN �F U Fjiy '' � ,,•� ' WILLIAMS DESIGNERS-UNAUTHORIZED ALTERATIONS OR - - Y- 11 twN°. p ._ � Name-Title Signature I Date .� - � ,. nom;.. , '_ �-'a �” r; '�` - ;•+• -�;_ _ I ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEW P '`� O -• :t,a ,:-�' _''�':a. ,. ': -' , ' . . _ �:�.; .�: r - •"��' __a., _ a up YORK STATE EDUCATION LAW.ARTICLE 145 SECTION � I - :• 1 X09.DO NOT SCALE THESE DRAWINGS.THEY MAY NOT - � .d- �` tx bis, f�. ,, :i A y F ;"�%n. ��t'_.-.4a ":�•:�,- Jyy r „b 1 �; � � � � - „� f' �.'_ �- '�.�•a,- '� t.,,,s. BE TO EXAGT'SGALC. USE ONLY THE DIMENSIONS SHOWN. ES I r,•..,• '+ -'fir •' >t- w^• - ': i �' ',,, .• ',= __ ,�;<a, �-•»�,3:+ '`^ _ `+' »,. *.:.. : OWNER ASP CONTRACTOR SHALL CONSULT ALL r �'��• h f CL EK O-,/4,- APPLICABLE BUILDING GODCS TO ENSURE THAT PLANS C% '�,%.'"-i�-��'t y/ i AND DETAILS CONFORM TO ALL REQUIREMENTS.THEY � �i •' .-x a- � S ONS BEFORE PROCEEDING LL VC I SHA VERIFY ALL DIMENSIONS R •t- a - WITH CON5TRUOTION AND SHALL NOTIFY WILLIAMS t WILLIAMS DE5I6NER5 OF ANY DISCREPANCIES BEFORE s i WORK IS PERFORMED.WILLIAMS f WILLIAMS DESIGNERS t F Project Title: PLAN N0. 0601171 Report Elate: 11/OH/17 SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL 3 p COSTS OR STRUCTURAL PROBLEMS RESULTING FROM Data filename:Z:\REScheck\060117-SEELYE.rck Page 1 of 1 FAILURE TO FOLLOW TH050 PLANS AND DETAILS. •� I � VVV I i _ I - I i . . I PLAN NO: I 601 1 : 1 PAGE� I LINE OF EXISTING SHED ROOF TO BE REMOVED BY CONTRACTOR 12 OF i7RAWN BY: 50 YEAR ARCHITECTURAL I F-OOFING SHINGLE5 REVISIONS/DATE: I II I I ff 1PITGHI f _ II REUSE EXISTING WINDOW WOOD 51VING (MATCH EXISTING) Cl- I I — 1 I II I I j GRADE lu 7 a lz F o � FRONT ELEVATION I l SCALE: 1 /4 1 _0'„ - lu 50 YEAR ARCHITECTURAL ROOFING SHINGLES Al71RE58• 14 GROOKEP TREE LANE I GLEVERDALE - WOOD SIDING �,i = I I NEW YORK -- -- - - -.9 r` � =6RA17E — --- - - - �! I - - — — - - -- — -- — - — w oYAy sI - - -- - - - -- --- - -- -- -- -i v o ul FS. lu _. .. � lq JU lu � �., � -. - . ., ( I. -} f•� y �� Ill, ',,.?� _ .r � v W ARIGHT 51PE Fm LFVAT10" N l Q ?' w lS' < LINE OF EXISTING 5HE1_`ROOF TO BE REMOVED BY GONTR.AGTOR �' j �ffI . ,r � ;� I i is I I I I j�; •, 50 YEAR ARCHITECTURAL ROOFING: SHINGLES �� i i .• I IFm�.• Em TO THE BEST OF OUR KNOWLEDGE,BELIEF,t r WOOD SIDING PROFESSIONAL JUDGEMENT,SUCH PLANS t -!' _ SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2016 ( a I /NTERNAT/ONAL RES/DENT/AL GORE,2015 :1 ,,Fi. INTERNAT/ONAL ENER6YGONONRVAT/ON GODS l 2016 -' — - SUPPLI T5 OF NEA YORK STAT V.AUGUST 2016). ' I � MEN E ETRE ♦ ! �i I - - - - - I W I - r - - - - - , I _ I COPYRIGHT o 201 1 BY WILLIAMS t WILLIAMS DESIGNERS. _ ox - - r - - - - °' ALL RIGHTS RESERVED,ALL WILLIAMS i WILLIAMSSEAL• DESIGNERS'PLANS HAVE BEEN REGISTERED WITH THE UNITED STATES COPYRIGHT OFFICE,THIS DRAWING IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED,GRADE I REPRODUCED,COPIED,OR USED FOR CONSTRUCTIONWITHOUT THE WRITTEN PERMISSION FROM WILLIAMS t OF! �.J. WILLIAMS DESIGNERS.UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING 15 A VIOLATION OF THE NEW YORK STATE EDUCATION LAW,ARTICLE 145 SECTION '1209.DO NOT SCALE THESE DRAWINGS.THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. " OWNER AND CONTRACTOR SHALL CONSULT ALL r ## APPLICABLE BUILDING CODES TO ENSURE THAT PLANS - +t, x,) Ul AND DETAILS CONFORM TO ALL REQUIREMENTS.THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING = r: i WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS i U o WILLIAMS OESK+NERS OF ANY DISCREPANCIES BEFORE f /{ REAR ELEVATION WORK IS PERFORMED.WILLIAMS 6 WILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL G05T5'OR STRUCTURAL PROBLEMS RESULTING FROM 4 FAILURE TO FOLLOW THESE PLANS AND DETAILS. ( " f 5GALE: 1 /4"m V-0 i I i I — EXISTING CONSTRUCTION PLAN NO. - - - - - - - - - - - - - --1 — — 0601 1 '1 - - -� - TO BE PEMOLISHEP I - NEJM CONSTRUCTION PCE .L 4'T'-2" PRA INN BY: 1 5' / SHED / SHED SHED REVISIONS/aA�TE: I 7m;�7 I MAST ,, � o/OM M , / ROOF BELOW /DTK 7 ii r G SKYLIGHT - dJ /SKY I H7 �z � N / / / / / / / / --, /- tV I �,/ I/U L/� T / / �KYLIGH� / I � � � I I I I I �/I `w// �' • • lu j t fl /B1/-T1// , I / �- - � _j p/ c EENEDOFFICI / u— ry PECK EV 7 ullw ROOF BELOW - - LIY,IN� ININ� l EXISTINGGONt7 FLOOR PLAN UQ' � �/ SLpP£iD LING 5GALE: 5/ 1 6"= 1 '_O.. Jul LSKYLIGE �0 14 CROOKED } KI" GWEN� / �� WS TREE LANE Lr�UNt7/ry GLEYERDA�LE NEW YORK / T7RY WASH / 4 _ ��. � / /d i i � / ,tom • I'';I�-i / i i r "11' /%-r•' -'- / ..�! / / -�.- �i r• '_� — — — — — HOUSE ABOVE — — — �. — — — — — DECK ABOVE � • -,�' s:x 'nu I . MCI V E �►w� z -A i � w T OOR f' I w � T NG RS �L. L,�1 EXIS I �I a - 5G/4LE: 5/ 1 6"= 1''-O" Q LOOK AREA RATIO. a., !I Ct�ENOTE� BY HATCHED AREAS) 5FACE C1 {. / II UP X ISTING. If PORCH ABO`IE / FIRST FLOOR:// 1 42 '1 SG?. T. B/�5EMENT ..4 I i r Iu SECOND FLOOR: S64 SQ. F T. Dun Y 3' - s BASE ENT: 242 SQ FT — F • • TO THE BEST OF OUR KNOWLEDGE,BELIEF,4 = t PROF99SIONAL JUDGEMENT,SUCH PLANS 4 SPEGIF7GATI0 _ F;r ,- NS ARE IN COMPLIANCE WITH THE 20 f 5 e O • a FTOINTERNAT/ONAL ENER6YGON9ERVAnom,GORE,4 2016 INTERNAT/ONAL RESmENT/AL GORE,2015 (-( .f- 5UPPLIMENTS OF NEW YORK STATE(REV.AUGUST 2016). I. I COPYRIGHT•201 T BY WILLIAMS 4 WILLIAMS DESIGNERS. R ALL RIGHTS RESERVED,ALL WILLIAMS 4 WILLIAMS DECK ABOVE - - — — — — — — — — — — — — — J O O • DESIGNERS'PLANS HAVE BEEN REGISTERED WITH THE UNITED STATES COPYRIGHT OFFICE,THIS DRAWING IS AN 4 i INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, 1 / id G.✓ 1 1 ... REPRODUCED,COPIED,OR USED FOR CONSTRUCTION NEV../ ' WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS 4 C ' i . T ECc17t; FIRST FLOOR: 4K1 6 6 S 0• F T• WILLIAM9 DESIGNERS.UNAUTHORIZED ALTERATIONS OR �rQn •j °t, ADDITIONS TO THIS DRAWING 15 A VIOLATION OF THE NEW YORK STATE EDUCATION LAW,ARTICLE 145 SECTION O j 9209.DO NOT }} I BE TO EXACT S SCALE THESE DRAWINGS.THEY MAY NOT U j',• ''� SEGONJ� FLOOR: 8 6 50 T ;, �{ GALE. USE ONLY THE DIMENSIONS SHOWN. r 1 OWNER AND CONTRACTOR SHALL CONSULT ALL r _ 4l'-1 1" ,, I APPLICABLE BUILDING CODES TO ENSURE THAT PLANS ` , • • AND DETAILS CONFORM TO ALL REQUIREMENTS.THEYMFTO 1 SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS 4 WILLIAM9 DESIGNERS OF ANY DISCREPANCIES BEFORE ITIONAL X I S T I N G O U N " T I O NPLAN 2 ""1 8 2 50. FT* WORK ISPERFORMED.WILLIAMS 4 WILLIAMS DESIGNERSTOTAL• COSTS SHALLOR STNOT BRUGTURAL RESPONSIBLE PROBLEM9 RESIN PROM FAILURE TO FOLLOW THESE PLANS AND DETAILS. I - EX15TING GON5TRUGTION PLAN NO: ^INDO^ 4 DOOR SCHEDULE *ALL ^INDOIN5 $ 1:)OOR5 TO HAVE LOW E ARGON FILLED GLA55 — — — 06011 ROUGH 5Q. FT. SQ. FT. CLEAR OPENING/ T O 15F. D�M®L.15�"�� • MANUFACTURER PLAN SERIES/ STYLE OPE VING GL�55/ 5Q. FT. CLEAR QTY LOCATION 5HGG NOTES UNIT NO. MODEL # W1PTH HEIGHT � LIGI5.HT VENT EGRE55 WIDTH HEIGHT ��G� IOFENIN6 I - NE^ CONSTRUCTION " '— 1 /2" I 1 1 ,5 10,6 4,5 14 *7/ 16 45 1 /a— 1 MASTS tMO OM .2cl .5114 0� I ANNE SEN GX214 400 MT 5'-5 1 /4" 4'-0 1 / ' I 1 6,5 1 5. 1 6.5 :21 15/ 1 6 45 115 5 MA5T BEDROOM. HALL .21� .51 i■/ VELUX 506 F5 �DKYLT 44 1 /4" 45 5/4" I 1 :2.5 — I 5 MA5TER BEDROOM. BATH LAUNtMY .45 .26 j I I DRAWN BY: JG�/DW NATURAL LIGHT ,SND VENTILATION REQUIREMENTS kN/ EGRESS � 6'_O„ / 26-2" GC7NTRAGTOR/OJNNER TO VERIFY 0 ,ALL KNDO^ 4 DOO 5 PRIOR TO AREA 5% LIGHT 4 /o VENT EGRE55 09DERINGH,h81T,h8LE ROOM. 50. FT. REQ. ACT- REQ. ACT_ REQ. ACT. ^INDObNS MUST HAVE CHILD PROOF MA%5TEK BED OOM 1 5 1 12.05 56.17 6.04 41 .0 5.17 6.5 L.OGK5 TO PREVENT ^INDO^5 FROM OPENING MORE THAN 4" VNHEN ^INPOW MEGH=MEGHANIGAL 51LL 15 LF-55 THAN 24 ,ABOVE FINI5HED FLOOR ,SND/DR 12" ABOVE THE OUT5IDE GRADE. _ A BA5EMENT EGRE55 ^NDO^ MU5T BE PROVIDED WHEN HEADROOM 15 GREATER THAN V-4" •• ul 7N _ S —YLISHTr 5:7 r—GCz I y • L I I I I I � I � O - - - - - - - - - - - ROOF BELOW — - - - -1 L _ J J p � t GH - N 1U SHELF SHELF — I C, 5 QED— QED— QED— ` LIVING ININ OOM #2 ROOM #5 ROOM #14 v- ,4DDRE55: _ - 1 2— x O cvN rINU0U5 HE ODER 14 CROOKED wITH J,4%C5ETwEEN w1n17ow5 : �fK�r,r; z�_._ _�;��- _ .. , i� TREE LANE--- -- - - - - - - - - - - - - - - - - - - - , GLEYERDA�LE CIX24 d CIX24 GX214 " 1 \ �YLh r ® ] -- - - - - - - - - - ''ll _ � � INTERCONNECTED � � M,�tSTER NEW YORK IL — — — — — — — — — .` HALL z SMOKE I7ETEGTORO " Z - ROOF BELOWYLI-11 *H I &GO DETECTOR — _ �C — s U P GUARD ` -" I lll f- _ 1-1 Ul INTER n I—I O o I I I ,I ,,, o "G0�MOFE�D.I I I /� I I 11- o f(1 " iv PLAY Iw OM/ .. ? I LIr RD .. .. I m TV ROOM I j �' N � 6 - III °I N ry ° x ,n � �� I i �{�. �I .I w s - 4 W I - - - „ 4NU1 ,2468 ��11 n K ITC N 4'-S 1/4" I �— - - to UI ,3IU ,, _ �.TH A ROOF BELOW ', I e j to \- �J N / I � Y � O z Y Jul - - - - - - - - - - - - = — — — — — — — — — — — — — — — — n t _ ..._... ... IA .3--t 3/4 � 5'-0" i�f ,a / �- o\5A TH ><�,� p WIG ,,,,,� ,.,.�, �.. p z m � z U- u1 PRY ^ASH T � � I w � z( flfl I] 11th' ,. �1 sa':' cVes r� 2, ��';,y,.r;. �,�-x M'€„"'Fs x: t ��® "l 1. .«.``:"' " <,m ,Q`✓."s:'` � .3'?� ,f_z;n...ts.. ii - �' CONTRACTOR �_ REUSE *\ J u 1 Z i" TO ENSURE N EXISTING /ENT BATH to 2-2x 1 O HEADER \ APPL.Y TEMPERED TO OUTSIDE O J l WINDOW fI L.M TO i/F.Q./I� m EXISTING KNZ7O^ tt W O �"'ROfi'OS SECOND FLOOR PLAN _t.. SCALE: 5/ 1 6"= 1 x_011 �, � CENTER " - - 5 "' +�•��•- t SKYLIGHT ON - EXISTING y WINDOW 4 y�1# Ia II ' V-4 3/4" 10'- 7 1 /4" ADDITION � I �;. I r.. TO THE BEST OF OUR KNOWLEDGE,BELIEF,t r f ( F, r PROFESSIONAL JUDGEMENT,SUCH PLANS t -F r r 7, SPECIFICATIONS ARE IN COMPLIANCE WITH THE 201 S I; INTERNAT/ONAL REBVBNT/AL GORE,201 S 1 1 v N YGON9ERVAT/ONGODEt20 6 INTERNAT/ONAL E ER6 , FROPOSEP � I � T 00 L k S PPLIMENTS OF NEW YORK STATE EV.AUGUST 2016). � U !R SCALE: 1 /4"= � 1—O 11 COPYRIGHT o 201?BY WILLIAMS t WILLIAMS DESIGNERS. ALL RIGHTS RESERVED,ALL WILLIAMS t WILLIAMS SEAL: DESIGNERS'PLANS HAVE BEEN REGISTERED WITH THE UNITED STATES COPYRIGHT OFFICE,THIS DRAWING 15 AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, j REPRODUCED,COPIED,OR USED FOR CONSTRUCTION f WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS t WILLIAMS DESIGNERS.UNAUTHORIZED ALTERATIONS OR / �r3� !! ADDITIONS'TO THIS DRAWING 19 A VIOLATION OF THE NEW / '\� YORK STATE EDUCATION LAW,ARTICLE 145 SEGTION -1209.DO NOT SCALE THESE DRAWINGS.THEY MAY NOT �\ ' BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. �,) •'I� 7- OWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING GORES TO ENSURE THAT PLANS �' " 1 t 'I CL AND DETAILS OONFORM TO ALL QUIREMENTS.THEY I SHALL VERT ALL DIMENSIONS BEFORE PROCEEDING ,•. AND SHALL NOTIFY Y WILLIAMS 4 WITH GON57RUGTION tP WILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFOREo WORK 15 PERFORMED.WILLIAMS t WILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS. y y y i I I - EXISTINCG CONSTRUCTION PLAN NO: 0601 1 -r Table 4O .4. AIR BARRIER N INSULATION IN TI N NT CRITERIA COMPONENT AIR BARRIER GRITS IA INSULATION INSTALLATION GRITS IA I - NEIN CONSTRUCT ON GENERAL A CONTINUOUS AIR BARRIER SHALL BE AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A 0� REOUIREMENTS INSTALLED IN THE BUILDING ENVELOPE. SEALING MATERIAL. THE EXTERIOR THERMAL ENVELOPE CONTAINS HOUSE ABOVE — — — — — — — — — — DECK ABOVE — — — 17Rr4WN $Y: � - - - - - - - - - - ACONTINUOUSAIRBARRIER. � - - - - - - - - - I BREAKS OR JOINTS IN THE AIR BARRIER SHALL I BE SEALED. CEILING/ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ THE INSULATION IN ANY DROPPED CEILING/SOFFIT SHALL I I I REVISIONS/a>�TE• ANDFAN'IT 'GAPS IN THE AIR BABE ALI(5NEP IRRIER SHALL BETH THE N BE ALIGNED WITH AIR BARRIER. I SEALED. — — ACCESS OPENING. DROP DOWN STAIRS. OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL BE SEALED. WALLS THE JUNCTION IN FOUNDATION IN 51"PLATE CAVITIES WITHIN COKNEK5 AND HEADERS OF FRAME SHALL BE SEALED. WALLS SHALL BE INSULTED BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE THE JUNCTION OF THE TOP PLATE AND THE TOP OF R-3 PER INCH MINIMUM. EXTERIOR WALLS SHALL BE SEALED. t EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED I I I I KNEE WALLS SHALL BE SEALED. WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER. WINDOWS, THE SPACE BETWEEN WINDOW/DOOR JAM155 SKYLIGHTS,AND AND FRAMING,AND SKYLIGHTS AND FRAMING DOORS SHALL BE SEALED. RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. RIM JOISTS SHALL BE IN5ULATED. I I • • lu FLOORS(INCLUDING THE AIR BARRIER SHALL BE INSTALLED AT ANY FLOOR FRAMING CAVITY INSULATION SHALL BE IN5TALLED ABOVE GARAGE EXPOSED EDGE OF INSULATION. TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE AND CANTILEVERED OF SUBFLOOK DECKING,OR FLOOR FRAMING CAVITY O FLOORS) INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH THE TOP SIDE OF SHEATHING,OR CONTINUOUS INSULATION INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND AP— IL EXTENDS FROM THE BOTTOM TO THE TOP OF ALL PERIMETER FLOOR FLAMING MEMBERS. A CRAWL SPACE EXPOSED EARTH AND UNVENTEP CRAWL WHERE PROYjDED INSTEAD OF FLOOR INSULATION, WALL-5 SPACED SHALL BE COVERED WITH A CLASS 1 INSULATION S1 ALL BE PERMANENTLY ATTACHED TO THE I I 5" THICK POURED CONCRETElu VAPOR RETARDER WITH OVERLAPPING JOINTS CRAWL SPACE WALL-5. I IFOUNDATION WALL CENTERED D. TAPPE _ PIN NEW FOUNDf�710N TH CONCRETE FOOTING SHAFTS, DUCT SHAFTS,UTILITY PENETRATIONS,AND FLUE '' WALL TO EXISTING ON 1 6" WIDE x 0" THICK FOUN:7ATION WALL WIWITW PENETRATIONS SHAFTS OPENING TO ExTERIOR OR 12"LONG NO. 4 BAR5 a 2-NO. 4 BAR5 CONTINUOUS. - 6" O.G.VERTICA UNCONDITIONED SPADE LL 13 SHAE SEALED. 16" LLY . — — — — — — — — — — — — — — — , NARROW CAVITIES 1 BATTS AND NARROW CAVITIES SHALL BE GUT TO FIT,OR NARROW CAVITIE5 SHALL BE FILLED BY INSULATION THAT ON INSTALLATION READILY CONFORMS TO THE AVAILABLE I ': I�1 — — — — — — — — — — — — — � Y CAVITY SPACE. �I T I lu GARAGE AIR SEALING SHALL BE PROVIDED BETWEEN THE I Gr NL 2x 1 2 JOISTS ABOVE 16" O.C. SEPARATION GARAGE AND CONDITIONED SPACES. I — I I , RECESSED LIGHTING REGE55ED LIGHT FIXTURES IN5TALLED IN THE REGE55E7 LIGHT FIXTURES INSTALLED IN THE BUILDING SPACE BUILDING ENVELOPE SHALL BE SEALED TO THE THERMAL ENVELOPE SHALL BE AIR TIGHT AND IG RATED DRYWALL. UP PLUMBING AND BATT INSULATION BHA"BE CUT NEATLY TO FIT AROUND WIRING WIRING ANI:FLUMSING AND EXTERIOR WALL5,OR INSULATION THAT ON INSTALLATION READILY CONFORMS I PORCH ABOVE TO AVAILABLESPACE SHALL EXTEND BEYOND PIPING AND k I >. WIRING, ICRANL EXISTINSI G I " I >�aaREsS: fi IBASEMENT I - " GaNCRETE SLAB I I 14 GROOKEa SHOWER/TUB ON THE AIR BARRIER IN5TALLED AT EXTERIOR EXTERIOR WALLS TO 5HOWERS AND TUBS SHALL BE I INTERCONNECTED EXTERIOR WALL WALL5 ADJACENT TO SHOYNEK5 AND TUB5 IN5ULATED. — 2x 1:2 NAILER LAGGED i i TREE LANE SHALL SEPARATE THEM FROM THE SHOWERS I OSMOKE DETECTOR TO HOUSE RIM JOIST AND TUB5. I 4 CO DETECTOR :HANGERS 9 16" O.G. GLEVERVALE I I NEW YORK ELECTRICAL/PHONE THE AIR BARRIER SHALL BE INSTALLED BEHIND I v BOX ON EXTEKICK GTRICAL OR COMMUNICATION BOXE WALL5 AIROR -SEALED BOXE5 SHALL BeBE INSTALLED. = 4' x I ; HVAC REGISTERED HVAC J REGISTERED BOOTS THAT PENETRATE I = — — 500TS BUILDING THERMAL ENVELOPE SHALL BEy-- - - - SEALED TO THE SUBFLOOR OR DRYWALL. CONCEALED WHEN KEOUIRED TO BE SEALED,CONCEALED _ I I *i'IN NEW FOUNDATION *�."„ ... s""w SPRINKLERS TIN FIRE SPRINKLERS SHALL ONLY BE SEALED INA I I WALL TO.EXI5TING ' 1 ��' Y MANOR THAT IN RECOMMENDED THE MANUFACTURER.CALKING OR OTHER ADHE5IVE = FOUNDATION WALL WITH W { OL lu lu SEALANTS SHALL NOT BE U5ED TO FILL VOIDS I �' 11 2" LONG NO. 4 BAR5 v O t} x BETWEEN FIRE SPRINKLER GO/=R PLATES AND I 1 6" O.G.VERTICALLY ! ' Z V — — — - - - — — PECK ABOVE `.-- - - — — — - - - - — — - - — — — — — — I Q z�t� tu — — — WALL5 OR CEILINGS. — � 5 l37 � FW- 1 � " M W < no �i �Q tu q" V X e.ONTINUOU5 RIDGE\/ENT w , tr r JfiUA 2x 1:2/2x4 RIDGE BOARD 2x 12 RAFTER5 9 1 6' O.G. 12 .,,.;5 COLLAR TIE ' w r - I --- �/5"0.5.5. ROOT SHEATHING W/H-CLIPS - �� 1 5# ROOFING FELT Q u► Al J ..O YEAR ARCHITECTURAL ROOF SHINGLES i ICE BARRIER 24" INSIDE EXTERIOR WALL5 PROPOSEP F PLAN 411R BAFFLE 10 1/4"K55c INSULATION SCALE:METAL DRIP 1 /4"= �_0�� Y EDGE i� -- �\ 2x5 SUBFAGIA(MAT(:,H EXI5TING) r 1x4 TRIM 1 VENTED SOFFIT 2xo STUD5 a 1 6"O.G. - I I BATH O MASTER = n6"K21 INSULATION �6U IAPOK BARRIER(WINTER WARM SIDE) "'1/1 6"0.5.8. WALL SHEATHING f ' y AGri1 R lip FTERS - ,BUILDING WR,�,P TAPE SEAMS ,�.,^ - 5/4" T4G 0.5.5. _ ^IOOD SIDING 5 ®I /-SUBFLOOR 2x 1 2 JOISTS 0 1 6" O.G. _ 2x6 TREATED BILL 4 51LL 5E.4LER — �� a -1/2" DIA.x 10"ANCHOR BOLT5 G V O.G. 2^2x 1 2 RAFTERS FoOTIN 0 . ^ ALL ; - =4 12" FROM CORNERS 4 END5 TO DROP 6" IN FIRST 10'RUN _ ® - Z�I- f( , _ ( AWAY FROM HOUSE ' TO THE BEST OF OUR KNOWLEDGE,BELIEF,& 5 F 8 GZ.L. i/ 6XOAR TIE ; 6x0 COLLAR,TIE OUIREfl CONCRETE ALL AS S�EGIFI r� PROFESSIONALJUDGEMENT,SUGHPLANS 4 FrF SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2015 O6 1/4" R 1 q INSULATION BLANKET IN7ERNAT110NALRE9/DENr1ALGORE,2015CRA^L SPACE � DAMP PROOF TO GRADE /// I I WALL'REINFORGEMENT AS SPECIFIEDINTERNAT/ONALENERGYGONWRVATIONCW042016 -_ 5" THICK POURED CONCRETE FOUNDATION ", 5UPPLIMENTS OF NEW YORK STATE(REV.AUGUST 2016). 4" THICK CONG. 5LA5 _ WALL CENTERED ON 1 6" WIDE x 5"THICK CONCRETE FOOTING CONCRETE FOOTING WITH 2-NO. 4 5AR5 D 9 G O 11 BY WILLIAMS&WILLIAMS DESIGNERS. CONTINUOUS N P �� 0 ESIGI 'p'ALL.Ft*HTS RESERVED,ALL W 4 ILLIAMS WILLIAMS 5E>>�L: 'l'' 17NERS LANE HAVE BEEN REGISTERED WITH THE NO.4 SIESMIG;PAK 045" O.G. 'T"O BE INSTALLED E" UNITED STATES COPYRIGHT OFFICE,THIS DRAWING IS AN q r INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, ° ° ° ° FROM BOTTOM OF FOOT�NC7 EXTEND UP INTO REPRODUCED,COPIED,OR USED FOR CONSTRUCTION / Or ��E " 006L PaL Y VAPOR BARRIER 4°DIA. PERFORATED DRAIN PIPE TO "i 1 .; GONCKF-TE WALL $ TIED TO CONTINUOUS FOOTINC, WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS4 ��G KEl7t"yob 6" POROUS FI�.L DAYLIGWT,DRYWELL,OR STORM SEWER P�,,AN VIEW WILLIAMSDESIGNERS.UNAUTHORIZEDALTERATIONSOR � Q� �G�� REINFORCEMENT OR ADDITIONS TO THIS DRAWING 15 A VIOLATION OF THE NEW S�r �- ro p AS 501E&SITE CONDITIONS DICTATE � - ; �. INSTALL A 1 1 /2"x 1 1 /2" I,EYyyAY YORK STATE EDUCATION LAW,ARTICLE 145 SECTION (t� & 120q.DO NOT SCALE THESE DRAWINGS.THEY MAY NOT r T ? j BE TO EXACT SGALE. USE ONLY THE DIMENSIONS SHOWN. ( '•1, I SECTION O ! TAIL OWNER AND CONTRACTOR SHALL CONSULT ALLCOLLAR t TIE I APPLICABLE BUILDING CODES TO ENSURE THAT PLANS 6� '' $ AND DETAILS CONFORM TO ALL REQUIREMENTS.THEY �� - 9 SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING �r ,U 675 5G/4LE• 1 /411- 1_On " WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS 4 SCALE: 3/0'=1'^O WILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE F� O WORK 15 PERFORMED.WILLIAMS 4 WILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS. 4 FLOOR.,ROOF, WALL SHEATHING COPYRIGHT 0 2016 BY WILLIAMS lt Y41LLIAM5 PF_Sl6NF_K!5. ALL Ftic-,HT!5 RESERVED. 1 - FLOOR.- s/4" T4G, 0.5-5. (ORIENTED 5TRANP SOARP) PLAN NO: ALL AILLIAM5 4 INILLIAM5 DESIGNERS' PLANS HAVE BEEN REGISTERED ^ITH THE 2- ROOF- Y2" 0.5-13. (ORIENTED 5Tf1tANP BOARD) NAILINGSCHEDULETRUSS 4 15RACINGIr PE TAIL i UNITED STATES COPYRIGHT OFFICE. TH15 PKA^11146 15 AN INSTRUMENT OF SERVICE 5- WALL- 1/16" O.S.S. (ORIENTED 5TKANP BOARD) 2x.4 DIAGONAL SKAr-INry AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTION INSULATION(UNLESS OTHERWISE NOTED) TOPS NC�LE NAILED TO VE OF BOTTOM 0 (001 167 WITHOUT THE WRITTEN PERMISSION FROM ^ILLIAM5 4 WILLIAMS DESIGNERS. TO PO 50 1- CEILING, WITH ATTIC, SPACE......................... 12" THICK KS8 KRAFT FACEDr:)ESCIRPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING OF + CHORD YNITH=-12r,> 15 A VIOLATION OF FEDERAL COPYKICPHT LAWS. UNAUTHOKIZE0 ALTERATIONS 0 1 1 OF FASTENER a,r,,d FASTENERS NAILS. - K 2- SLOPEP CEILIN6 AITHOUT ATTIC, SPACE.... 1 0Y4" THICK KSaC KRAFT FACED JOIST TO SILL OF, GIRDER, TOE NAIL 5-5r;> i 2X4 LATERAL SP.Ar-ING ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE ISE^YORK STATE EDUCATION LAW, 5- EXTERIOR ^ALL5.........................................5 1/2" THICK R21 KRAFT FACED/POLY 1 xi�, eUSFLOOK OR LE55 TO EACH -JOIST, FACE NAIL 2-SD NAILED TO TOP S11:)E OF PAaF. ARTICLE 145, SECTION '12001. THESE DRAWINGS ARE NOT TO BE USED BY ANY 4- FLOOR..........................................................01THICK K50 KRAFT FACED I 2" 15UBFL00K TO JOIST 0R GIRDER, BLIND AND FACE NAIL 1 2- 1 lop --- BOTTOM CHORD AITH MINIMUM,2-12r,>NAILS. 00. PARTY OTHER THAN THE ORIGINAL CLIENT, EXCEPT BY WRITTEN AGREEMENT. 5- BASEMENT WALLS........................................5 1/2" THICK R21 POLYI SOLE PLATE TO J015T 09 BLOCKING-, FACE NAIL i 1 &V I 16" O.C. VIAGON:AL BRACED Of= EP THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO STIPULATE MINIMUM NOTE: ALL VAPOR BARRIERS(KRAFT OR POLY) TO BE INSTALLED ON THE TOP OR 50LE PLATE TO STUD, ENP NAIL 2- 1 6P SAYS;EACH END of WINTER WARM SIDE. SUILDIN!v SAT 20' INTERVALS. 1 OP 24" O.r,. PROVIDE ADDITIONAL 1 24" O.C. SRAVNC�AS PER TRUSS ,ALLY INDICATED. THESE r7KA^IN61S ARE FOR ASINGILE CONTRACTOK WILL POST THE ENERGY CODE CERTIFICATION ON THE ELECTRICAL PANEL BOX. r:)OUBLE TOP PLATES, FACE NAIL ALL MATTERS SPECIFIC VRAM BY: CONSTRUCTION. THE DRAWINGS SHALL GOVERN OVER THE NOTES IN CONTRACTOR SHALL MAKE THE INSULATION INSPECTION. UPON SATISFACTION, DOUBLE STUDS, FACE NAIL STANDARDS OF C 5TU15) TO SOLE PLATE, TOE NAIL S-ap, 2- 1 KESIPEN5E. MISCELLANEOUS MANUFACTURERS TRUSS ices/VY4 SOLE PLATE TO J015T OR BLOCKINC5, AT BRACED WALL PANELS; 3_ 116P I 1 O.C. CERTIFICATIONS. 1- EXHAUST ALL f=ANS/\/F-NT!5 DIRECTLY TO OUTSIDE. PROVIDE 5 AIR DOUBLE TOP PLATES, MINIMUM 45" OFFSET OF ENP JOINTS, 61P MAXIMUM 1 S' MAXIMUM 151 THE PE511SNER. SHALL NOT HAVE CONTROL OF NOR SHALL BE RESPONSIBLE FOR. EXCHANGES PER HOUR. MINIMUM CAPACITY 15 50 CFM. MAXIMUM 1 S' LAP ALL BRACES MINIMUM FACE NAIL IN LAPPED AREA 24". RLEVISION5/VATE: C,ON5TKUC,TION METHODS OR TECHNIQUES,OR PROCEDURES,OR FOR THE SAFTY 2- I.C. LABELED RECESSED LIC-HTS REQUIRED IN INSULATED CEILINGS. BLOCKING BETWEEN JOISTS OR KAFTEK5 TO TOP PLATE, TOE_ S-&17 I PRECAUTIONS USED OR REQUIRED IN CONTRACTOR, SUBCONTRACTORS OR ANY 5- SMOKE DETECTORS TO BE WIRED DIRECTLY TO HOUSE 120 VOLT SYSTEM. NAIL TRUEPE, 4 BRACING VETAIL OTHER PERSONS PERFORMINGANY WORK Oft FOR. THEIR FAILURE TO CARRY OUT INTERCO N N ECTF_P FOR SIMULTANTEOU5 OPERATION AND HAVE BATTERY KIM 1015TTO TOP PLATE, TOE NAIL ap I THE WORK IN ACCORDANCE WITH THE CONSTRUCTION PLAN!5/170CUMENT5. BACKUP. MINIMUM LOCATIONS: TOP FL.ATF-5, LAPS AT COKNEK5 ANP INTER5E0TION5, FACE 2- lop 1 6110.(:1. HANDRAIL/GUARDRAIL A- ONE ON EVERY LEVEL --- CONTRACTOR DISCOVERS ANY DEFECTS IN THE CONSTRUCTION 5- ONE IN EVERY BEDROOM NAIL I ( 1- PROVIDE A 3'x3' MINIMUM LANDING EACH 51PE OF AN e i XTERIOK DOOR. IF THE CONTRAC BUILT-UP HEADER, TWO FIECE5 WITH Y2" 5PArfz-K 1 6D 16" ALONG EXCEPTION: WHERE A 5TAIKAAY OF TWO OF. FIDNER. RISERS IS LOCATED ON FLAN5/POC,UMENT5, HE SHALL PROVIDE WRITTEN NOTICE OF THAT DEFECT TO THE C,- ONE WITHIN EVERY 1 O'OF A BEDROOM DOOR IN HALLWAY THE EXTERIOR. 51PE OF A POOR, OTHER THAN THE REQUIRED EXIT POOR, A V�M516NEK 50 THAT THE PESIC-NER, MAY CORRECT SUCH DEFECT. IF THE WHEN REPAIRS REQUIRING A PERMIT OCCUR,THE INDIVIDUAL Vk%ELLINS, UNIT CONTINUED Hr=Ar,>EK, TWO PIECES 16P EACH r=1;1I5PE DETECTORS LOCATED AS REQUIRED FOR CONTRACTOR FAILS TO 170 50, HE SHALL BEAR ALL COSTS ASSOCIATED WITH SHALL BE PROVIDED WITH SMOKE PETEC 16"ALON6, LANDING 15 NOT REQUIRED FOR THE EXTERIOR 5137E OF,THE DOOR. PROCEEDING CAUSED BY SUCH PEFECT, IF THE CONTRACTOR FINDS A DEFECT IN ' I EACH El:�CvE 2- STAIR REQUIREMENTS: NEW DWELLINGS; THE SMOKE DETECTORS SHALL BE INEKCONNECTI!P ANP I CEILING JOISTS TO PLATE, TOE NAIL S-ap --- CONSTKUC,TION KErPULTINd, FROM THE WORK OF THE DESIGNER, HE SHALL NOTIFY THE HARP WIRED. a. OPEN RISERS NOT ALLOWED FOR. STAIRS OVER. SO" IN HEIGHT. DESIGNER IN WRITING,AND ALLOW THE PEVC7NEK TIME TO SUGGEST REPAIRS. IF THE 4- PROVIDE INTERCONNECTED G.O. VETECTOR.5 ON ALL LEVELS. ON BEDROOM LEVELS, CONTINUOUS HEADER TO STUD. TOE NAIL 4-5V b. ALL STAIRWAYS MINIMUM 56" IN WIDTH. I CEILING JOIST. LAP5 OVER PARTITIONS,FACE NAIL 5- 1017 1 CONTRACTOR. DOES NOT NOTIFY THE 015516,14EK IN WRITING,OR ALLOW REASONABLE THE C,.O, DETECTOR SHALL BE PLACED IN THE IMMEDIATE VICINITY OF BEDROOMS. C.. kNINVER.5 MINIMUM PEPTH OF 6" ON THE CONVERGING SIDE. PARALLEL RAFTERS, FACE NAIL d. MINIMUM HEADROOM CLEARANCE OF V-5" FOR ALL STAIRWAYS. EST REPAIRS, OR DOES THE KEPAIK5 NOT IN CONFORMANCE WITH THE AN INTERCONNECTED G.O. DETECTOR SHALL AL50 BE PLACE IN EACH BEDROOM RAFTER TO PLATE. TOE NAIL 2- 1 &P 5- HANDRAIL REQUIREMENTS: MUST CONFORM TO KS 1 1.5.6. TIME TO 51J(S�SF CEILING J015T TO VE51C,NER5 SUS,6E5T5P METHODS, THEN THE CONTRACTOR SHALL BEAR ALL COSTS WITH A COMBUSTIBLE FUELED APPLIANCE. WHEN REPAIRS OF FUEL-FIRED APPLIANCES 11 .. BRACE TO EACH 5TUP AND PLATE, FA(.,r: NAIL 2_55� ASSOCIATED WITH SUCH DEFECT. a. REQUIRED ON ALL STAIRS OF 4 OR MORE RISERS. AND EQUIPMENT, 50LIP-FUEL BURNING APPLIANCES AND EQUIPMENT, OR FIREPLACES 1"x&" SHEATHING TO EACH BEARING. FACE NAIL 00 THE CONTRACTOR AN CHIMNEYS OCCUR, THE INDIVIDUAL DWELLING UNIT SHALL BE PROVIDED WITH 1 "X5" 5HEATHIN6, TO r=A(:�H BEAKINC5, FACE NAIL 2-ap b. KE011UREP ON ONE SIDE. tu ,TOM 15 RESPONSIBLE FOR SAFE CONDITIONS AT THE JOB SITE AND FOR CARBON MONOXIDE DETECTORS AS REQUIRED FOR NEW BUILDINGS. 6. MUST BE BETWEEN 54" AND Sa" IN HEIGHT. d. MUST TERMINATE AT WALLS Oft NEWEL POST. -T OF THE STRUCTURE PRIOR TO COMPLETION OF THE 5- CONTRACTOR 15 KESPON51BLE FOR P155*14 AND PROPER FUNCTION OF HVAC, BUILT-UP CORNER STUDS 24" O.C. THE TEMPORARY SUPPORT AIVER. THAN 1 "x5" 5HEATHINC-,, TO EACH BEAKING7. FACE NAIL I 5-ap VERTICAL AND LATERAL LOAV5 SYSTEMS. ALL WORK SHALL BE PONS IN INCLUDING A MANUAL 5 AND MANUAL J WITH AND EVIR OR H\/R. FOR FRESH AIR INTAKE 1 ov e. MUST BE CONTINUOUS FROM BOTTOM KISER. TO TOP RISER. _^ YORK STATE COPES AND LOCAL COPES AND ORDINANCES. ON NEW CONSTRUCTION AND ADDITIONS. MAKE UP AIR MUST BE FKO\/IPr=V FOR NAI-I 'F-Ar-H LAYER f. HANDRAIL TO HAVE CIRCULAR CROSS SECTION WITH GRIP SIZE 1 Y4"-2" COMPLIANCE WITH NEW BUILT-UP C-,IKPF-95 ANP SFEAM5, 2" I-UM15EK LAYERS 1 OD ASFLLOrN5:S2" u_ VERIFY ALL VIMEN51ONS PRIOR TO ERECTION. RANGE HOOPS OVER 400CFM. O.r-.IAT TOP AND 4- GUARDRAIL KEOUIR-F-MENT5: 6- ALL WINDOWS TO HAVE CHILD PROOF LOCKS TO PREVENT WINDOWS FROM BOTTOM a. REQUIRED ON 5TAIK5, LANDINGS, POKCHF-5, PECKS, OR FtA15F_P FLOOR FOR. ADDITIONS ANP/OK RENOVATIONS THE BUILDER ANP/Oft GENERALOFENINa MORE THAN 4" WHEN WINDOWSILL 15 LESS THAN 24" ABOVE FINISHED 5TAGGaREP.T^C SUKFACE5 MORE THAN So" ABOVE OR BELOW GRADE. FLOOR OR 12" ABOVE THE OUTSIDE GRADE. NAILS AT ENDS CONTRACTOR SHALL FIELD VERIFY ALL PREEXISTING5TKUCTUAL CONDITIONS 4 AND AT EACH b. MINIMUM HEIGHT 15 S6", AT STAIRS 54". 'I- ALL EMERGENCYEGRESSWINDOWS AND BEDROOM WINDOWS MUST MEET THE 5PL1r1F_. lu DIMENSIONS PRIOR. TO ORDERING MATERIAL 41 BEGINNING CONSTRUCTION. FOLLOWING GUIDE LINES: 2" PLANI;' e, 2- 161:;) AT EACH d. LE55 THAN 4" BETWEEN SALU5TEK5 OR HORIZONTAL RAILS. d. LESS THAN &" OPENING ON 5TAIK5 WHERE RISER, TREAD, AND A- CLEAR OPENINS, OF 5.1 50UARE FEET ABOVE OR BELOW GRADE I BEAKIN6, BOTTOM RAIL MEET. TO THE BEST OF OUR KNOWLEDGE, BELIEF, 4 PKOFF_55IONAL .JUVc-,F_MF_NT, SUCH 5- CLEAR. OPENING OF 5.0 SQUARE FEET AT GRADE ROOF RAFTEK5 TO RIDGE, OR HIP RAFTERS: PLANS 4 SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2015 INTERNATIONAL C,- MINIMUM HEIGHT OF 24" TOE NAIL KE51PENTIAL COPE, 2015 INTERNATIONAL BUILDING GORE, 2015 INTERNATIONAL V- MINIMUM WIDTH OF 20" FACP NAIL rKMATER. THAN 6-4", ENERGY CONSERVATION COPE, 4 5UPPLIMENT5 OF NEW YORK STATE. E- REQUIRED IN BASEMENTS WITH HEADROOM C aF NAII_ 1 5 n 5- SAFTY CvLAZINC, OR TEMPERED GLASS TO BE PROVIDED AT: JNOOr:1 STRUCTURAL PANA1.5, SUBFLOOK, FOOK AND WALL SHEATHING TO FRAMING, A- EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN a5OUAKE FEET AND PARTICLEBOARD WALL 5HEATHINS I 1� i tu B- BOTTOM EDGE LESS THAN 1 a" ABOVE FLOOR 5/1611-1/21, &r-�-zU15LOOK, WALL 12 ftu SD-ROOF FOUNDATIONS C.- ONE OR MORE WALKING 5URFACES 15 WITHIN 56" HORIZONTALLY OF THE GLAZING 1 - FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED 501L A MINIMUM OF 45" BELO^ p- TOP EP65 GREATERTHAN 56" ABOVE FLOOR 12f % GRADE. ASSUMED 501L BEARING LOAD IS 2000 P5F. (GROUP 1 50ILS - E- GLAZING ADJOINING 5TAIKS WITHIN 60" OF BOTTOM TKEAP !/4 lop 6 b SAI, SP, 5M, SCI, &M, 5M, CC) 01- PROVIDE A 50"X22" ATTIC,ACCESS IN A HALLWAY OR A READILY ACCESSIBLE g 2- MAXIMUM EXCAVATION SLOPE BELOW FOOTINGS TO BE 1 VERTICAL TO 2 AREA, NOT IN A STANDARD CLO5F_T. MUST HAVE MATCoHINC, INSULATION AND C-A5KETE0. ju HORIZONTAL. 10- PROVIDE AN 1 ACCESS.V*24" CRAWL SPACE DESCRIPTION OF ISUILPIN DESCRIPTION OF I 5FAC-IN6, OF FASTENERS 5- BACKFILLING OF FOUNDATION WALLS SHALL NOT BE FOR. 25 PAYS, OR 11 - PROVIDE 515" TYPE X FIRE COPE 6YP5UM BOAKD ON GARAGE CEILING, Mp,TEKIALS FASTENER b,c,,d EV6,F_5(INCHE5)� INTERMEDIATEK 5 - BEAM,AND GARAGE 51r;�F_ OF WALL COMMON TO HOUSE AND GARAGE. 5UPPO BEFORE FLOOR SYSTEM IS IN PLACE AND WALL STABILIZED. 14 4- MAXIMUM UNBALANCED BACKFILL HEIGHT- -V PROVIDEIPPROVIDEY2" TYPE X FIRE KATEV GYPSUM BOAKP ON HOUSE SIPE OF WALL Y2 CYF15UM 50AKn, 1 Y2 CALGALVANIZEDGALVANIZEDCOMMON TO HOUSE AND GARAGE. 4 WtOOKEP TREE LANE CONCRETE ' NAIL; 6P ROOFING 12- PKO\,(IPrz 0/4 HOUR FIRE RATED DOOR AND JAM55 WITH AUTOMATIC CIL05mg Y4 1 - CONCRETECONCRETESTRENGTH TO BE AS FOLL.0^5: BETWEEN HOUSE AND GARAGE. ; COMMON NAIL; 1 CoLEVEMPALE SCREWS, TYPE W OR 5 GARAGE SLABS AND PORCHES, STEPS, AND WALKS: 5 5001151 15- INSTALL ZERO CLEARANCE FIREPLACES AND TERMINATION POINT FOR 5/5 I5,YF5UM BOAKIP, g 1 314GALVANIZEP 4 g I NEW YORK VERTICAL CONCRETE EXPOSED TO WEATHER: 5000105E FLUE/CHIMNEY ArCOKPINS, To MANUFACTURERS SPECIFCATIONS. KISER. SHALL BE A MAXIMUM 5 1/4" KOOFI(s NAIL; at;, PROVIDE AIR ENTRAINMENT OF 5-1%OF VOLUME. 14- MAINTAIN A MINIMUM OF a" DISTANCE BETWEEN 510INC, AND FINISHED SPRAPE. MINIMUM TREAD DEPTH SHALL BE q"COMMON NAIL; 1 5/5 SLUMP TO BE NO MORE THAN 4" NOR LESS THAN 2". 15- ALL VKAIN5, VENTS,AND SUPPLY PIPING MUST BE TESTED TO THE FOLLOAINC- 5CKF_^S, TYPE ^ OR 5 "WITH MINIMUM N05INC-, OF 5/4" AND A CRITERIA: 5 PSI OF AIR OR 1 O' OF HEAD PRESSURE FOR. A PERIOD OF 15 k4OOI:) 5TKUCTURAL PANELS, COMBINATION SU15FLOOK UNPEKLAYMENT TO fiRAMJN(� MAXIMUM N05INC, OF 1 1/4". CONCRETE REINFORCING STEELMINUTES 4 WATER SUPPLY SHALL BE TESTED 0 A MIN. OF 50 P51 AIR OK WORKING 9/4" AND LESS 5P COMMON NAIL 12 1 - REBAK SHALL CONFOKM TO A.S.T.M. GRADE 40. WELDED WIRE FABRIC, MESH PKE55UKE FOR, A MINIMUM OF 15 MINUTES. a. cp -7/5"- v 65> COMMON NAIL 1 6 I 112 SHALL CONFORM TO A.5.T.M. A 1 85. 16- HEATING DUCTS SHALL BE SECURED AND SEALED IN ACCORDANCE WITH THE 11 115"- 1 Y4" 10D COMMON NAIL 12 2- Y2" DIAMETER x 10" ANCHOR BOLTS a 4'0.C,. COPE KEOUIKEMENT5. �NOOP STOOP PETAIL V Q y S- NO. 5 BARS VERTICALLY 0 4' O.C. AND 1-NO. 4 BAR. WITHIN 12" OF THE Tot= 11- COMBUSTION AIR REQUIREMENTS: IF THERE 15 NO COMBUSTION AIR SUPPLIED jrd Z OF THE WALL AND 1-NO. 4 BAR LOCATED 5-4" FROM THE BOTTOM OF THE iNALL. TO GAS APPLIANCES, INSTALLER MUST CERTIFY BASEMENT OR ROOM HASa-ALL NAILS ARE 5MOOTH-COMMON, BOX EXCEPT WHERE OTHERWISE 5TATEV, CONCRETE FOUNDATION WALL PROPER AMOUNT OF COMBUSTION AIR PER GODS AT FINAL INSPECTION. �111.1 NAILS U5F_V FOR FRAMING AND 5HEATHIN6 CONNECTIONS SHALL HAVE A lu UZI - PAMPPROOFINGn A5PHALT/TAft TYPE COATING - C 55 CONCRETE SLAB MUST BE SLOPED TOJNAFtP5 OVERHEAD P MINIMUM AVERAGE BENDING YELP STRENOTH5 AS FOLLO^5: 50 K51 Fort �- I III 1 15 ARAC DOOR OR SHANK DIAMETER OF O. 1 112"(20P COMMON NAIL), 01OK51 FOR SHANK DIAMETERS lu < WATERPROOFING: RUBBER/ICE AND WATER SHIELD TYPE A C7AFtAC7F_ DRAIN MUST BE PROVIDED AND DRAIN To PAYLI6HT/PKY^ELL. ^ATE LARGER THAN 0. 142" BUT NOT LARGER THAN 0. 1 1"T",AND 100 K51 FOR SHANK A PERIMETER VKAIN5 1 ct- ICE 4 ^ATER. SHIELD UNPERLAYMENT REQUIRED FROM ROOF'S evc-,E A MINIMUM III PIAMETEKS OF 0. 142"PLACED NAILS SHALL NOT BE PLACEP MOKE THAN 6" O.G. AT ALL SUPPORTS ^HVii5/4"x6" PEC,<N& v 1- 4" DIAMETERPERFORATED PIPE WITH FILTER. FABRIC, TO DAYLIGHT, PKY^ELL,� OF 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILPINC. Mr=A5UKr=P HORIZONTALLY. SPANS ARE 45" OR. GREATER. :2x6 J015T5 ,9 161, O.C. SEWER OR SUMP PUMP AS 501L CONPITION5 AND SITE DICTATE. SPACING 4'xll' 5HALL BE APPLIED VEKTICALY. to OF FA5TENER.5 NOT INCLUDED IN THIS TABLE SHALL BE BASED ON IN, "-.ft a z 20- FIR55LOCKINCS SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OFENIN65 -1 TABLE K602.5 (1). I I . I 4X4 POST EXTERIOR. GRADE (VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN EATER DIP 1- (5,FtAr->5 SHALL DROP 6" IN FIRST 1 O' RUN FROM ALL SIDES OF HOUSE 5TOKIF-5, AND Br:Tk%r=EN A TOP 5TOKY AND THE ROOF 5FACF-. FIKE5LOCKINS SHALL FOR REGIONS HAVINS, BASIC WIND 5PF-EP OF 1 10 MPH OR Vt DEFORMED NAILS SHALL BE USEP TO ATTAC,HIN6,PI_YIoNOOP 5TKUCTtJKAL PANEL 4X4 P05T ANCH OR Inn, T WOOD/FRAMING BE PROVIDED IN WOOD-FRAME CON5TKUCTION IN THE FOLLOWING LOCATIONS. ROOF 5HEATHINS, TO FRAMING WITHIN MINIMUM 4a' 015TANCE FROM OC 6-ABLE ENV LUMBER. GRADES 15 AS FOLLOWS: A- IN CONGEALED SPACES OF STUD IAIALL5 AND PARTITIONS, INCLUDING FURRED f- FOR REGIONS HAVINHAYINGA MA51C, WIND SPEEDOFWALLS,IF MEAN ROOF HEIGHT 15 MORE THAN 25', UP To 55' MAXIMUM.00 MPH OR LESS, NAILS FOR C-KAPE ttj 1 - PEKLIN5, BEAMS, AND 5TRINSPEKS.........#2 5FF OK BETTER. SPACES, AT THE CEILING AND FLOOKSPAC,155. CONCEALLEr;� HORIZONTAL ATTACHING WOOD 5TFtU(:,TUKAL PANEL ROOF 5HEATHIN6 To GABLE ENO WALL , 1 11 2x6 NAILER LAC_GeV,TO HOUSE FURREV SPACES SHALL ALSO BE FIKEBLOC tu 'EK5 J 2- JOISTS AND RAFTERS..............................#2 SPF OR BETTER. ,KE17 INTERVALS NOT EXCF-EPINs, 1 FRAMING SHALL BE SPACED 6" ON CENTER.. WHEN BASIC, WIND SPEED IS KIM JOIST 4 HANGERS 61 BATTS OK BLANKETS OF MINERAL OF 6LA55 FIBER SHALL BE AL.LO^F-I:) AS GREATER THAN 100 MPH NAILS FOR ATTACHING PANEL ROOF 5HEATHINC- To t - -1 5- 5TU175........................................................#2 SPF OR BETTER INTEKMEVIATE SUFFOKT!� SHALL,SND &" ap. FOR. MINIMUM 4a," r.-)IA. CONCRETE FILLED wv _Jf 4- ISLOCKIN& AND ISK1106,114C7......................#2 SPF OR BETTER FIKESLOCKINCv IN �NALL5 CON5TRUCTE17 U5INSv PARALLEL KO^5 OF 5TUP5 OR P15TANCE FROM K117C7F-5, EAVE5,AN17 6A5LEEN17 ^ALL5; AN5 4" ON GENTS To STAGGERED 5TUP5. (5,A CONSTRUCTION TUBE CONTACTING CONCRETE......FKF_5SUKE TREATED SFF 5- AT ALL INTERCONNECTIONS BETWEEN CONGEALED VERTICAL AND HORIZONTAL g- GYPSUM 5HEATHINS, SHALL CONFORM TO ASTM C, '7 01 ANP SHALL BE INSTALLED 5- PLATES,SILLS C ISLE ENP WALL FRAMING. OR BETTER SPACES SUCH AS OCCUR AT SOFFITS,PROP CEILINGS AND GOYSCEILINGS. IN ACCORDANCE WITH GA 255. FIBERBOARD 5HEATHINO SHALL CONFORM To A5TM C 205. 6- POSTS AND BEAMS.................................#2 SPF OR BETTER, C,- IN CONGF_ALLEP 5PACE5 BETWEEN STAIR 5TKIN6EKS AT THE TOP AND BOTTOM h- SPACING ON FLOOR 5HEATHINS, FANEL. EP6E5 APPLIES To PANEL EV6F_5 '7- 2x6 T4&DECKING. . ....... .........................DECKING GRADE OF THE KUN. ENC,1_05EV SPACE5 UNPEK 5TAIK5 SHALL COMPLY ^ITH SECITION 5UFFOKTEP BY FKAMIN6, MEMBEReANP AT ALL FLOOR PERIMETERS ONLY. 5- ALL JOISTS FKAMINS, INTO THE SIDE OF A SUPPORTING MEMBER. (NOT K514.5. SPACING OF FA5TENEK5 ON ROOF 5HEATHINS, PANEL P-06ES APPLIES To HANGERS OR BEARING ON) SHALL BE SUPPORTED BY SIMPSON U TYPE D- AT OPENING AROUND VENTS, PIPES AND PUCT5 AT CEILING AND FLOOR LEVEL, PANEL EVGI!5 SUPPORTED BY FRAMING MEMBERS AND AT ALL ROOF PLANE TO RESIST THE FK55 PA5SA61! OF FLAME AND PRODUCTS OF COMBUSTION. EQUAL. ANCHOR EACH RAFTER ANP/OK BOTTOM CHORD OF TRUSS T PERIMETERS. BLOCKING OF ROOF OR FLOOR- 5HEATHINS, PANEL EV055 0 Top PERPENDICULAR I-- FOR. THE FIKEBLOCKINCv OF CHIMNEYS AND FIREPLACES. SEE SECTION K 100 1. 16. NPICULAK TO THE FKAMINS, MEMBERS SHALL NOT BE FteoulIkEp EXCEPT PLATES AT OUTSIDE ^ALL5 WITH SIMPSON H 1 OR H2.5 TIES. FT W^AK:7 LaPOINT, PE, isirmprENVENT AT INTEK5ECTION OF ADJACENT ROOF PLANES. FLOOR ANO ROOF PERIMETEK F- FIKEBLOCKINS, OF CORNICES OF A TkNO-FAMILY V^r=LLIN<v' IS REQUIRED AT THE SHALL BE 5UFFOKTEP BY FRAMING MEMBERS OR SOLID BLOCKING. ,LICENSEOPROFESSIONAL ENSv 01- ALL ISOLTHEAPS BEARING ON INOOP, To BE PROVIDED WITH STANDARD CUT LINE OF DWELLING UNIT SEPARATION. INEEK 2 1- ELECTRICAL- I 8 WARB' LANE, PC SO>< 1 90, CLr=\/mKVALM, NMA ik 10- HEAVERS AT EXTERIOR POOK5 AND ^IN170^5 TO BE 2-2x 10 UNLE55 CONTRACTOR IS KE5PON51BLE FOR. ALL ELECTRICAL M REQUIREMENTS YOKK 12,520, 5 18-144-441 1 . OTHERWISE NOTED. AS SET FORTH IN THE 2015 INTERNATIONAL BUILDING COPE AND STATE 5UFFLEMENT5. PKOFE5510NAL ENGINEERING i5r=RVI(:.r:5 1 1 - ALL INTERIOR, WALLS To BE 2x4 a 16" O.C. UNLESS OTHERWISE NOTEP. 22- PRovipm A MINIMUM Of: -15%, ENERGY SAVING LIGHT BULBS, fi, 17I9r=CoTL,( UNDER CONTRACT TO 12- PROVIDE SOLID BLOCKINGOK STUDDING BELOW ALL SEAMS, P05T LOADS 25- K-S PIPE INSULATION 15 REQUIRED ON ALL HOT WATER LINES a/4" PIA. AND LAKC-11EK. IN WOOD STRUCTURE TO FOUNDATION OR. VE5116PNEP BEARINGPOINT. THE OANER. KATHERINE 5MSL*�rrz : 15- HOLD ALL FKAMINS, MEMSER.5 6" CLEAR OF EITHER SIDE OF ^A5TE PKAIN5 Row. AT TUB, SHOkNEK, AND TOILET. ALL O^ASLE DEFLECTION OF STRUCTURAL MEMBERS 14- DOUBLE J015T5 OR SOLID S5TRU:TUKAL MEMBERALLONA5LE DEFLECTION) BATHTUBS. :r: RAFTERS HAVING GREATER THAN S: 12 WITH L/150 BLOCKING: 16" O.G. ON BEARING WALL NO FIN15HED CEILING ATTACHED TO RAFTERS 52" O.G. ON NON-BEARING ^ALL5 TO THE BEST OF OUR KNOWLEDGE,BELIEF.* INTERIOR. ^ALL5 AND PARTITIONS SPECIFZAT�ONS ARE IN COMPLIANCE AITH THE 20 10 r--F,f BEARING ^ALL5: FLOOK5 AN51 FLA5TEREC) CEILIN(9,5 L/560 :4 15- NOTCHING, REQUIREMENTS FOR. EXTERIOR AND LOAD BE PROFESSIONAL JUDOEMENT,SUCH PLANS 4 A- NOTCHES IN 5OL11P LUMBER SHALL NOT EXCEED 116 OF THE lNrff)RNA rIONAL MAEOVENrIAL C01%-20 15 7 ALL OTHER 5TKUCTUKAL MEMBERS I L/240 INrESNA WNAL XNEX&Y CONWM VA TION C=ff 4 2016 DEPTH OF THE MEMBER, SHALL NOT BE LONGER THAN 1/S OF THEEXTERIOR �NALL5 WITH PLASTER OR 5TU(:',ro FIN15H SUPPLIMENTS'OP NEW YORK STATE(REV.AUGUST 2016). DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE EXTERIOR. ^ALL5-WIND LOAV5 WITH BRITTLE FIN15HE5 I L/240 CL]MATIC, AM:) CvF-06RAPHICAL 1:)F-5167N CRITERIAI-ttit BLE R501 .2( l ) MIDDLE 1/5 OF THE SPAN. I EXTERIOR ^ALLS-WIND LOADS ^ITH FLEXIBLE r-INl5Hr=si L/120 COPYRIGHT a 201-7 BY WILLIAMS 4 WILLIAMS DESIGNERS. 13- NOTCHES AT THE ENV OF THE MEMBER. SHALL NOT EXCEED 1/4 THE ALL RIGHTS RESERVED,ALL AILLIAMS 4 ALLIAMS DEPTH OF THE MEMBER. MINIMUM UNIFORMLY O\/F_KFRAMINC_(PIGGY BACK) HAVE BEEN RE&ISTERIO INITH THE 5EAL: NINL�l DESIGN SEISMIC 5usie' CoT TO PAMAGE] WINTER UNITED STATES COPYRIGHT OFFICE,THIS DRAWING IS AN r;1l5TKISUTE1--7 LIVE LOAD( `5F) SPAN TABLES SNOW I I I ICE SHIELD FLOop AIR MEAN C,- THE PIAMETER, OF THE HOLES BORED OR CUT INTO MEMBER SHALL �N -1 5F`Er=r;� TOI-06,9APHIC, SPECIAL k1iIN1:1-BOUKNr= Vr:51(5,N Vr:5II5vN UNI;IEKLAYMENT HAZARP FREEZING ANNUAL INSTRUMENT or smxvirm AND MAY NOT BE ALTERED, I USE I LIVE LOAD) HOR17-ONTAL 5FANJ SIZE/SPACING LOAD (MPH) EFFECTS (CATEGORY) EATIEIRINC, TERMITE PROPI ,ORUSED I-ONSTRUrTIONNOT EXCEEP 1/S THE PEPTH OF THE MEM15EK. NINP gr:(�ION 1:�EBRIS ZONEREQUIRED INDEX TEMP AITHOUIT THE ARITTEN PERMISSION FROM kVLLIAMS 4 TOP OR BOTTOM OF 12x& 0 161, O.c'. WILLIAMS DESIGNERS.UNAUTHORIZED ALTERATIONS OR P- HOLES SHALL NOT BE CLOSER THAN 2" TO THE ATTI05 WITHOUT 5TORA(SE 10 up To 'r-o" D. _5" ADDITION$TO THIS ORAKNO IS A VIOLATION OF THE NEA THE MEMBER OR TO ANY OTHER HOLE LOCATED IN THE MEMBER. EXTERIOR BALCONIES 6�0 12xa 0 161, C 24" IN51OF YORK STATE EDUCATION LAA,ARTICLE 14 5 SECTION E- ^Hr=FtF- THE MEMBER. IS ALSO NOTCHED, THE HOLESHALL NOT BE -70 1 15 NO NO -1 20q.00 NOT 9c ALE AND HANI:)KAIL5 200 2x 10 0 16 O.C. NO 2000 ALIE THESE ORAAIN".THEY MAY NOT TO NONE Qj CLOSER THAN 2" TO THE NOTCH. -ACvE51 50 14'-0" - 161-01, 9 TO EXACT'SCALS. USE ONLY THE DIMENSIONS SHOWN. PA55ENC-F-9 VEHICLE GAP 12X 12 0 1 e�ll O.G.ocEXTERIOR W!! ROOMS OTHER THAN SLEEPING 40 ^ALLS OANER AND WNTRArTOR SHALL CONSULT ALL 41, DOUBLE JACKS STUP5 AT EACH SIDE OF OPENING GREATER THAN 6'. APPLICABLE BUILOIN&WOES TO ENSURE THAT PLANS 15LEEPINC, ROOMS I so AND DETAILS CONFORM TO ALL REQUIREMENTS.THEY 15TAIK5 40 SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS 4 - ) 0 WILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORK 19 PERFORMED.WILLIAM 4 WILLIAMS DESIGNERS 0' , SHALL NOT BE RESPONSIBLE POR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS. N