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RC-0079-2018 (2) PLAN NO: A CUSTOM PESISNEV PAGE AVV1T10N / RMN0 \/AT10N 1 b VRAM BY: -Mold FA �7Y�/JCS CPAVIP Cnmw HEN 4 MICHELLE KAPLAN z R�VI510N5/a�4T5: �./. Z A O l VISIC7NERS OF FINE HOMES SINCE 116 5� 1 O Vlu � A > JU v J�IflflR555: I1�IGORPOR�T�1� 15 GROOKE37 TREE DRIVE 50 cl GLEN STR55T-67LENS FALL5—NMN YORK 12601 GLEVERPALE 5 1 a - MT QS - HOUsM( & 8 "T ) NEYV YORK kNILLIAM5r NI:1 kNILLIAMS1PF.51GNF.KS .(=o,0M dil TOWN OF QUEENSBURY NO 4 �' BUILDING DEPARTMENT n Based on our limited examination,compliance with our comments shu! !,of be construed as W U v indicating the plans ano specifications are in V full compliance with the building Codes of Z } �•z New York State. � Q u�lb Wlu ii 15 TH15 15 AN UNHEATEP 5EA50NAL RE51PENCoM 415 NOT � �U-1 a = �, I `.............. � R OUIR TO MEET THE ENERGY � �6� � X17 � GY G01�5�RV�T101� .� a s nc � r G0N5TRUGTl0N COPE OF NEY4 YORK STT Wstill Z z f p NOTICE ` { . w oKRAFTPAPER INSULATION a . n MUST BE COVERED BY F k. NON-COMBUSTIBLE BARRIER NOTICE FOAM INSULATION MUST BE TOWN OF QUEENSBURY COVERED BY 15 MINUTE BUILDING & CO THERMAL BARRIER Reviewe B : PT. � ` E C G 0 M E {� pi Date; - oi �: FEB 21 2018 TOWN OF QUEENSBURY w zSafely, ' ' BUILDING&CODE < M2 MANAZZ- ., TO THE BEST OF OUR KNOMILEaiQ SELW.t '.irEGIMATIONs ARE IN GOMrLJJ►NGE WRN THE?O 10 - PROFESSIONAL JUDtlMIENT.SIGN BANS• 1NIFAR 1T10NAL ItEJlJX1NT14L C4=9?O 1 S - SIJPPLAaEN'YS OF HEMI YORK STATE(MY.AUGUST 2016). ff"NIeJI "4N AL tM~)`GONIaC %-AT10NC4M t 2016 �t COFYRISRT O 2016 BY MIILJJAMS i MIILLIAMS 0E5IB.N114M. ALL RKNTS RESERVED.ALL MIIWAMS i MIIWAMS Onaw "PLANS NAVE BENZ va"TERED MuTH THE SEAL: UNITED STATES COP"W"T OFFICE,THIS MAN"IS AN INSTRUMENT OF SERVICE AND MAY NOT 6E ALTERED. 02/20/ 15 REFRODUGED,COAD.OR USED FOR CONSTRUCTION MIITHOUT THE RNTTEN PERMISSION FROM MIIWAM&i ' MIILLIAMS DE-SW*4ER'S.UNIAUTHORIZED ALTERA efo ouADDITIONS TO THIS DRAMIINs IN A VIOLATION OF TNIE r+� / OF N E W YORK STATE EDUCATION LAK ARTICLE 145 SECTION / �� (� aY `P 120q.DO NOT SCALE THESE DRAMIIN`S.THEY MAY NOT � iv TO EXACT SCALE. USE ONLY THE DMENSIONS SNOMIN. OMINER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDINS,CODES TO EN'VAM THAT PLANS ' AND DETAILS CONFORM TO ALL REGNNREMENTS.THEY i W SHALL VERIFY ALL DIMENSIONS BEFORE PROC@DINO u MUTH GONSTRUCTION AND SHALL NOTIFY MILLIAMS• 2 V40MK b FERPORMIM MgJJW AMS a MIAMSpHER DS SHALL NOT x Rex�SEu.E FOR ANY AD OR STRUCTURAL PROBLEMS RESULTI"FROM F lON FAILURE TO FOLLOM THESE PLANS AND DETAILS. �f }. a :_. PLAN NO: Oaf 15107 PAGE 2 OF 6 VRAM BY: l7Y4/JCB REVISIONSAPATE: 5LATE ROOF / 5HIN&LE5 WITH 12 COPPER NAILS ?� 44 I I I I I I I I I I I I I I I I I I I I I I I I I I ✓LTE ROOF CEVAR 51VING I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �� J I SHIN&LES WITH COPPER NAILS I I I I I I I I I I I I I I I I I I I I I I —1 2 f` _ I I I I I I I I I I I I I I I I I I ( PITCH Y2/ +\PITCH to CEVAR SIVIN& a 0V - - - - - - - - - - - - - - - JU tl! v LINE Of LINE OF - - - - - - - - - - - - - - - - ' fIN15HED fIN15HED - - - - - - - - - - - - - - - - L _ FLOOR FLOOK - - - - - _ _ _ _ _ __ _ _ - - _ g ,00l — — - — — — — — — — — — --f —� — fi- -`-- i i f II - GRAVE GRAVE `r w i &RAVE JU nT -1 FALLEN GRADE TO BE PULLED (r Q1 BACK TO ALLOW FOR " CLEARANCE FROM WOOD x t I MATERIAL5 KlPE GHT SI ELMVATION FRONT ELM\/ATION �aaRESS: „ SCALE: 1 /4"m 1 I-OII 18 CROOKED SCALE: 1 /4"m 1 -O TREM DRIVE GLEVEROALE NEW YORK CQ ;"%I o �u z X SLATE ROOFu i IU u 5HIN&LE5 WITH W 11 < � Q 12 COPPER NAILS —�_ Q Z 9 dl GEVAR 51VIN6 �5/ 12� l� 3 SLATE ROOF 0 PITCH SHIN&LES WITH W d) x - _i COPPER NAILS 2 1lu % CEDAR 51VING V- imam t I I I T T- I I I I I I I I I I I i `L �-Q X 9 I J p • � I I I I I I I I I I I I I I I I I I I I I I I I I I M I -` I I I I I I I I I I I I I I I I I I I �� I I I I I I I I I I I I I I I I I I I / I I I Q W Q ` El I I I I I I I I I I I I If lu X dl I I I I I I I I I I I I I I I I I I I I) 1/ 12 O z 12 ! � �, � I I I I I I I I I I I I I I I I I I I nPITGH I I I I I I ✓ !� � � � 12 Ul d) X 17V 2 7t�Z \ ,p I I I I I I I I I I I I I I I I I I I I I I I I I t J \ I I I I I f I I I I I— f I I I I I I I I I I I I I I I I I I I I I I QJ n ,n , n = &RAVE FALLEN GRADE TO BE PULLED - - BACK TO ALLOW FOR 6" LINE OF _ , CLEARANCE FROM WOOD FINISHED FLOOR I MATERIAL5 FALLEN GRADE TO BE PULLED — LINE OF FINI5HED FLOOR BACK TO ALLOW FOR 6" CLEARANCE FROM WOOD t ,1 .RAVE I MATERIAL5 u REAR ELEVATION Fpp E BEST OF OUR KNOWLEDGE,BELIEF,i LEFT S ELEVATION SGALE: 1 /4116 1I-011 ANS ,a, aozWao XAL MWW'GOAWWVA"0NC,0VX i 201OSG LE: 1 /4„= 1 '—O11 S OF NEW YORK STATE(REV.AUGUST 201 COFYRIGHT O 201&BY WILLIAM&4 WILLIAM&POSIONERO. ALL RIGHTS RESERVED,ALL WILLIAMS t WILLIAMS SE�tL• DeOIONERO'PLANE HAVE BONN REOWTERED WITH THE • I NUmil T OFF SERVICE ANBD MAY ICIL NOT IS d ALTERNP,GNO 16 N 02/20/ 15 REFRODuCED,COPIED OR Loop FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAM&t WILLIAM&DESIGNERS.UMAUTHORI2eD ALTERATIONS OR ADDITIONS TO THIO DRAWING IS A VIOLATION OF THE NEW OF Nr YORK STATE EDUCATION LAW,ARTICLE 149 SECTION 'I �`P�E KE17y��O 20�.DO NOT SCALE THeOe DRAWINGS.THEY MAY NOT q0 �j Be TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. OWNER AND CONTRACTOR SHALL CONSULT ALL p �; APPLICABLE BUILDING CODES TO ENSURE THAT PLAN AMD DETAILS CONFORM TO ALL REQWReMENTS.THEY r— t CL SHALL VERIFY ALL DIMENION BEFORE PROCEEDING m v WITH CONSTRUCTION AMD SHALL NOTIFY P"IAMS• WILLIAMS DEOIONERS OF ANY DI&CREPANCM BEFORE WORK If FERFORMED.WILLIAMS i WILLIAMS OEOIGNERO �Q� 0 7 5 SHALL NOT Be REOPONOIBLE FOR ANY ADDITIONAL COSTS OR OTRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THROB PLAN AND OETALL.S. e 221_211 J, I - EXI5TING CONSTRUCTION PLAN NO: W-O" C = _ _ - � 4'-°" � TO �� " ENtOL15HE1'� O cl 1 5 1 12 12 I ! - NEM CONSTRUCTION PASwE Ole I o a o 0 PRAM BY: J :t rt L 1 17 N KNPO0 N 4 POOR, 5CHEPULE *ALL WINDOW5 d DOORS TO HAVE LOW E ARGON FILLED GLA55 REY151ON5/VATE: ROUGH 50.FT. 50.FT. CLEAR OPENING/ 1 2 1 2 MANUFACTURER PLAN 5ERIE5/ 5TYLE DPE`11NG GLASS/ -`�Q•F'r• CLEAR R&M155 Q.r�,. LOCATION U-VALUE 5HGG UNIT NO. MODEL VI5. VENT OPENING - - - - - - - - WIDTH HEIGHT BHT I_s E a,e_s WIDTH HEIGHT r' r ANDERSEN AS 1 400 AWN 5'-O 1/2" 2'-0 5/8' 5.17 1.4 1.4 51 5/16 6 1/2 1 OATH .29 .25 I I I ANDERSEN GX 1 25 400 GMT 2'-8" 2'-4 1/8" 4.54 4.1 5.5 21 15/16 25 1/1 6 5 STORAGE SOFT.STAIRS .29 .29 - - ANDERSEN GX 1 4 400 GMT 2'-8" W-0 1/2" 8.1 1.6 6.5 21 15/16 45 1/5 1 STAIRS .29 .29 ANDERSEN CUSTOM 1 4Q0 FIX SEE MFG SEE MFG - - - - - 2 .GAME RM.SCREENED PORGH, _2 A 222- ANDERSEN CUSTOM 2 400 FIX SEE MFG SEE MFG - - - - - 2 i&AME RM SCREENED PORCH, _2q STORASPE ANDERSEN CJUSTOM 5 400 FIX SEE MFG SEE MFG - - - - - 1 STORAGE LOFT _2q _55 _ 1 2 1 2 - ANDER5EN CUSTOM 4 400 FIX SCE MFG SEE MFG 1 STORAGE LOFT .2q .55 ANDER5EN FWG1 2068-4 400 5GD 1 1'-9 5/4" 6-8" 41.55 29.10 29.10 565/4 15 5/8 2 GAME RM .50 .26 SGENIX 5612 SGENIX SCREEN 56 1/2" 12" - - - - - 6 5GREENEDPORCH - - _ CUSTOM 5 FIX 20" 12" - - - - - 1 SCREENED PORCH - - - - - - - - - "I � �- � ; ., c4 � CONTRACTOR/OWNER TO VERIFY NATURAL LIGHT ANP VENTILATION REQUIREMENTS W/ EGRESS •• - ALL WINDOW d DOORS PRIOR TO � ORDERING. AREA 5%LIGHT 4%VENT E&ME55 N HABITABLE ROOM gQ,FT_ REQ. ACT. REQ. ACT. REQ. ACT_ WINDOWS MUST HAVE CHILD PROOF lu LOCKS TO PREVENT WINDOWS FROM STORAGE LOFT iso 10.4 50.1 5.2 28.1 6.5 GAME ROOM 201 16.56 9 1 5.1 8.28 59.4 A 29. 0 0 �a •a OPENING MORE THAN 4' WHEN WINDOW SILL 15 LE55 THAN 24"ABOVE FINISHED FLOOR AND/OR 12"ABOVE MECH-MECHANICAL 0 THE OUTSIDE GRADE. RTPA BASEMENT EGRE55 WINDOW MUST 41_0" BE PROVIDED WHEN HEADROOM 15 lu Ju • GREATER THAN V-4". tU } CUSTOM lelINPO^ PETAIL tip' t221-2-1 T_1 a 34'-2" EXISTIN6v FIRST FLOOR PLAN 5GALE: 1 /2„- 1 ,-0„ �� / 2 2'-2" 121-011 - 51-610 V-011 J SCALE: 1 /4"m 1 -O11 ,{ �. v- 00 k� 0 B A /c, A�aaRE55: e TREE PRIVY/ 12'-0 1/2" 10'- 1 1/2" d` ) GLEVERVALE 4'-6" A'-O 1/2'.' 4'-6" NEN YORK FR05TED GLA55 2-2x 10 HEADER 2-2x 10 HEADER A51 _ 5612 5612 ib 2 (Jo 5 0 6"0 G. W- IU Iu Iu � n W �} OL �U� _Jot O SETH ' % _ I v I I iu Z t z I - dll SPAME / � o x1 Ill 5 HIGH 2-2x8 HEADER 5 GH o - I -- ��' d0 I I d0 I n � W fu < J Q WALL HEAD AT 4'-2" WALL _ ROOM = _ � x x i _ � � J3d1 �I I OPEN TO ABOVE t' I I I _ r � �� IL P . - - - - - - - - _- - - - - - - - - - - - '• 0 GX125 GX125 '� - - - -I - - VIA - - 2468 mol I n z Ju U Z I J 1 1'-5 1/2" y ,I a'- 1 o" ICREEN! _ JulJ W I .L •.l "=a Q X J I J _ RAGE I IL A W I � POR -::. U_ co 5T0 Lu _ - PEN = I o o � a LOFT ° f/I I f,I `, I I n UNDER �I I �- y I I I I j n n � r 4 n dJ A A q STAIRS O I I I I I GAMEu V m 111 O O r x x t- I r\ �(, TABLE % r n z 01 � v4I �� I r�� u •fl V1 lu J (Qd END OF BEAT•r v V �► d1 .0 I m m I �� n = J to SUPPORTED WITH _ dx1 I ( I I V I _ UP I i I O W w J _ 2-1 5/4"x 1 1 1/8" COLLAR TIE/ L.V-I.. RIDGE BOARD SHELF-SEE DET41L FW612068-4 i I Q1 Q In -1 GUARD GUARD/ I I # I I y1 _ r 8068 _ •,. 1" J OVERLOOK OPEN TO I I ROOF BELOW I 2-1 5/4"x 14"L.V.L. HEADER _ LAX509- _CUSTOM 5 5612 v► TO GAME SELOW z I 2-2x 10 HEADER z ROOM BELOW I I I I A _ Q- VN BENEATH 2x6 GABLE WALL I I I T V m PORCH x u - �- 1 dl U O 114I 1 V = N' - _ - � U - 5'-O"+/-HIGH WALL GX125 GX125 a 4-2x 10 HEAPEK-j ` TEMPERED 2-2x8 I 8x8 P 5T5 / 2-2X8 HEADER GUARD HEADER I UP I 71 RJ TO THl 5MT OF OUR KNOWLID p'slumm,t PROFISSIONAL JUPORMENT.SUGP PLANS t SF'EGNCATIONS AM IN COM!"WANCI MTN THl 1010 - - 251-4" 6'- 1 oil 1AtrMNArWNAL R!!0/DM7%4L 40VX"YAP #4=NA nONAI.all MOV-GONSMVATAON GOD4 t 2016 14'-2" 9'- 1 1 1 /2" 2'-9" iuPPLIMlNTS OF NEW YORK STAT!(RSV.AU&JOT 2016). B , 221-211 2'-2" • 121-011 C01"YMM4T O 201 S DY WLL.LIAMS t AILLIAMS PMWNERs. '3 G ALL R!"TS RESERVED,ALL wILLIAMS t wLL.LIAMS eJ�E L. 3 4'-2" DESISNSAW FLANS HAV!DIWK RESISTEIRED WITH THR UNITED STATES COPYR WT OFFICE.THIS DRAMINO,IS AN INSTRUMENT OF SIRVK.!AND MAY NOT d!ALTERED. 02/20/ 15 Rl 1'- 1 1 1/2" S'- 1 1/2" 1 '- 1 1 1 /2" PRODUCED.COPIED ORUSlDFORCONSTRUCTION r' PROPOSEP iFLOORY��,THl WRITTEN PERMINI I FROM OF TH S t 1 2'-O 1/2" 1 O'- 1 1 /2" AILLIAMS DESISNERS.UNAUTHORIZ20 ALTERATIONS OR ADDITIONS TO THIS DRAWINb IS A VIOLATION OF THE N!W OR STATE EDUCATION LAW,ARTICLE 145 SECTION `, OF NEIN� 221-211 1204.DO NOT SCAL!THESE DRAAINSS.THEY MAY NOT `P KE I T/i 09 1 11 an WN. OWNER A CONTRACTOR SHALL CONSULT ALL 5 C A L E: 1 /4"s 1 -011 APPLICADI 5 DULPINS CODES TO INSUR!THAT PLANS AND DETAILS CONFORM TO ALL PtN WREMENTS.THEY SHALL VERIFY ALL DIMENSIONS BOSOM FROCNSDINS i PROPOSEP LOFT PLAN WITH CONSTRUCTION AND SPALL NOTIFY w10 DOS t wLL11AMS DISiSNlR6 OF ANY DISGRIPANCINS dEFOR! WORK IS PERFORMED.NLLU\MS t wLL.LU\MS DEi1SNIERS C? SHALL NOT d!RESPONSIBLE FOR ANY ADDITIONAL �r).� 6 7 52 COSTS OR STRUCTURAL PROBLEMS RESULTINS FROM 5C AL E: 1 /4"m 1 -011 FAILUR!TO FOLLOW THIS!PLANS AND DETAILS. 1 I - EXISTING GON5TRUGTION PLAN N0: TO BE OMMOLE15HEP I I - NEJM CONSTRUCTION PACE 14 OF 6 MANN BY: 17YV/JCS REY1510N5/VATL: 54'-2" f 221-2" 2 2'-2" i 51-41' bllf tu YA B A G 0 THE EXI5TIN6 FOUNDATION HAS, l Ju EXTREMELY LIMITED ACCE55 TO VERIFY PIER 5UPPOICT5. AFTER DEMOLITION,CONTRACTOR TO NOTIFY WILLIAM5 4 WILLIAMS,OF ANY UNCONVENTIONAL 5UPPORT5 4 OUR OFFICE WILL 1,ROVI0E/DE516N REMEDY. Ju N tu � 2-2X10 FLUSH Tqj 2-2x10 1I -.� FLU5H I I � bxb NOTCHED P05T 111 I I u I I I I 5"CONCRETE FILLED TUBE > 5F22 CONCRETE FILLED _ O I ( 50UAREFOOT I m I I -2x 12 611RDEIt EXISTING I I EXISTING o FOUNDATION I _ I o FOUNPATION p 2x 10 KIM J015T4 TREA I.}+ED HAN6ER5 0 16"O.G. - Aflt�Rl:55: °o ® ® %01�71 °o SCREENED ( I ,t 15 CROOKED x I �''ORGI� �� TREE DRIVE ABOVE III NENYORK E X I I 1 = 2x 1 O JO15T5 ABOVE 0 16"O.G. F71 F71 pro _ l 2-2x 10 1 Y W - - - - - - - - - - - - - - - - Z 2-2x 10 I FLUSH - - - - - - - - - - - - -� - - - - - - - - H_ - - - - -�j 2x8 RIM J015T 4 HANG=RE IJ v O} X 01b"O.G. I �® I �Z N- VA K�t 2-2x 12 61RDICRu>J _ (I n bxb NOTCHED P05T TREATED O>O I O WN.n m _I 8 GONGRETlC FILLED TUBIE I ORG� SO Y E m d� I �1 -I lu < J v,Q 9F22 CONCRETE FILLED T X Q— �► r J 5OUA"POOT n I O Q vi a o L =1- - =— _ -�— — — — - - = - - =1c 1 u- Una lu luJ nCANTILEVERED J015T5 W 6 Q L - - - - - - - - - - - - 22'-2 —1 . ` " t r W xalll B A G J EXISTING FOUNPATION PLAN 5GALE: 114"m V-011 V-O 5/4" 121-21' 8'- 1 1 /4" A. .251-411 .2.2'-2" 1 2'-O" 54'-2" TO THE BEST OF OUR KNOMMON, 4 BMW. PROPOSEP F PLAN FROFEssIONu JUDSEMENT,SUGNNS i == SFECIFIGATIONS ARE INCOMPLIANCE WITH TME 10 f /IW MNATAONAL MARIP N714L 40DA9 JO f• - /NTERNAT/ONAL,AMMer AwmvAT10NGOxW 4 ZO 1 i SUPPLIMENTS OF NEW YORK STATE(REV.AUSUST 2016). 5GALE: 1 /4"m V-011 COPYRWHT&201 a BY WILLIAMS,4 WILLUIM&D1110I6NERS. ALL RISHTS RESERVED,ALL PILLIAMS 4 ALLIAMS 50AL• DE&ISNERS'PLANS HAVE BEEN RE`ISTERED WITH THE UNITED NST'IWMBWr OFATES fERVICE RAND MAYTHIS NOT d AV41NO 10 ALTERED,N 02/20/ 15 REPRODUCED,COPIED OR USED FOR CONSTRUCTION WITHOUT TME WRITTEN PERMISSION FROM WILLIAM&4 WILLIAM&DESISNERS.UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWINO IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW,ARTICLE 145 SECTION VV 1209.DO NOT SCALE THESE DRAWINS&.THEY MAY NOT (�G OF N E y� BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. OWNER AND CONTRACTOR SHALL CONSULT ALL SPP do f APPLICABLE BUILDINS,CODES TO ENSURE THAT PLANS C' O AND DETAILS CONFORM TO ALL REQUIREMENTS.THEY A Z� SHALL VERIFY ALL DIMENSIONS BEFORE FROCEEDING, r x WITH CONSTRUCTION AND SHALL NOTIFY F"IAMS 4 WILLIAMS DE&I"M*OF ANY 0I04REPANCI11116 BEFORE WORK IS PERFORMED.WILLIAM&4 WILLIAMS DESISNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL cPC�O +0 COSTS OR STRUCTURAL PROBLEMS RESULTINO FROM A P� FAILURE TO FOLLOW THESE PLANS AND DETAILS. F Q PLAN NO: ''-1 5/4"X 1 1 7/6"L.V.L. RIDG11 BEAM O 1 "x 12 RAFTER5 EACH 9101_Of COLLAR TIE 1 221_2" "xb COLLAR TIE SANDWICHED BETWEEN 2 RAFTERS, .� P,�GE 6-011 1 6-2" 8'_ 1 2X6 GABLE WALL COLLAR TIE IN GAME ROOM OP 6 CONTINUOUS RIDGE VENT OVERLOOK-GUARD REMOVED FOR CLARITY 2X 12/2x4 RIDGE BOARD PRAWN BY: 2-1 3/4"X 1 1 7/6"L.V.L.RIDGE BEAM 2X 12 RAFTER5 0 16"O.G. 17W/JCS 5/5"0.5.5. ROOF 9HEATHING W/H-CLIPS �. 11ENRY 5LUE5KIN RFZOO / I 2'-01 12 IG BARRIER 24"IIg N51DE EW EXTERIOR ALLSf I REY1510N5/fl,4TE: g / kIR BAFFLE III III . 11ETAL DRIP EDGE 2X8 5UBFA5CIA 1 X4 TRIM 1 a STORAGE -'-` VENTED PLYWOOD SOFFIT ,.2'-0" 10 1/2"R46 KOXUL IN5ULATION 2X 12 RAFTER5 0 16"O.G. 2 Y/2L/� - a I LOFT U - 2x4 5TUD5 O 16"O.G. L 5 1/2"R 15 ROXUL INSULATION ' �t in VAPOR BARRIER(WINTER WARM SIDE) \ '1/16"0.5.5.WALL SHEATHING HENRY BLUE5KIN VP 100 r- �i = CEDAR 51DING 4-2X 10 HEADER tl 8x8 CEDAR P05T /r NOTCHED FOR BEAM Q PORCjH STBATH TH = 2x4 5TUD5 0 16"O.G. 5/4"X6"IPE DECKING = 8 1/2"R R INSULATION SEAM SUPPORT P E T A I L. LL1 11- 2X8 JOISTS O 16"O.G. � VAPOR BARRIER((WR WDE) INTEARM SIO 1- = 7/16"0.5.5.WALL 5HEATHING HENRY 5LU115KIN VP 100 CEDAR 51DING LOOKING FROM LOFT 5CALE• 1 /4"- V-O" H- 2X 12 NAILER LAGGED TO HOU5E EX15TING 2x8 FLOOR JOI5T5 TO SPAME ROOM O RIM JOIST<HANCGER5 0 16"O.G. '1 1/4"ROO ROXUL IN5ULATION u /� 2x 12 ON EACH 510E OF 1005TT 111111111111!1111111111111111111111111111?IIIl11; 1!1iIIIIIIiIIIJlllllll II II11111111{11f1111111111111 221-211 bxb NOTCHED P05T _ lu lu ABU66 P05T 5A5E '- 6'-O" 1 6'-2" GRADE S" CONCRETE FILLED TUBE - .';ONTIN0005 RIDGE VENT 2x 1 2/2x4 RIDGE BOARD � 5F22 CONCRETE FILLED SQUARE FOOT � 2X 12 RAFTER5 O 16"O.G. Ju 6X6 COLLAR TIE 10 1/2"Rob ROXUL INSULATION lu 1 2 5/6"0.5.5.ROOF 5HEATHING W/H-GLIP5 jj X I IENRYIN 1%F200F200 V SLATE ROOFOOF SSHINGLES WITH COPPER NAILS ICE BARRIER 24"IN51DE EXTERIOR WALLS SECTIONS 2x8 RAFTER5 0 16"O.C.--\ 2 Ys hIR BAFFLE METAL. P 90670 5GALE: 1 /4"- V-O" - 2X8 5U5FAI5G A 1 X4 TRIM 4-2x 10 HEADER 8x8 CEDAR 1105T 2-1 5/4"x 14"L.V.L. HEADER _ VENTED PLYWOOD 5OFFIT 18 CROOKED NOTCHED FOIL BEAM -I TREE PRIVIES- _ GAME 4 2x4 5TUD50 16"O.G. GLEVEMPALE D/4"xb"IPE DEGKIN:: 5 1/2"R 15 ROXUL INSULATION 2x8 J015T5 0 16"O.G. ROOM i VAPOR BARRIER(WINTER WARM 51011) NEW YORK Q - HENRY BLUE5KINLVP 10 THING EXISTING 2x8 FLOOR J015T5 = CEDAR SIDING 2x8 NAILER LA66E0 TO HOU511 `fl F-1 1/4"R50 ROXUL IN5ULATION RIM JO15T i HANGER5 O 16"O.G. \ r O 2X 12 ON EACH 510E OF POST RAFTER 6x6 NOTCHED P05T � _ � V � EACH SIDE A5U66 P05T 5A5E Z X RAFTER5 8' GONGR11T11 fILL110 TUBE _ 61 a w lu i o U_1 IRE OC ° 7- a IU 5F22 CONCRETE FILLED 50UAR11 FOOT-----%,, o 4 11 d J U, � oB- � m 6x8 COLLAR TIE 6x8 COLLAR TIE p ijj O IT- Moft p / I u- w � Q r UP 12 RISERS 0 SECTION A f x W _ 'f 5/6"EACH d 1- �-< 10 1/8"TREADS W WITH HANDRAIL " ' " x I I 0 56"HIGH 5G>4LE: 1 /4 - 1 -O Aan Q '�" 'il ' ' hi1111111411111111111111f1lllllil1�l11II 1111!)1111111111111111111!1!llllilllll1111i11111ji, , 8'- 1 " L S'- 1 " Q � �� PLAN VIEW ORTHOGRAPHIC VIE^ ;ONTINUOU5RIDGEVENT 2x 12/2x4 RIDGE BOARD 2X 12 RAFTER5 0 16"O.G. 6x8 COLLAR TIE STAIR SECTION COLLAR TIE PETAI1. 12 6/8"O.S.B.ROOF SHEATHING W/H-GLIP5 HENRY 5LUE5KIN RF200 V 5LATE ROOF 5HINGLE5,WITH COPPER NAILS 5C,ALE• 1 /4"- V-O" SCALE: 3/8"- V-O" ICE BARRIER 24"INSIDE EXTERIOR WALLS METAL DRIP EDGE 2x8 9UBFA5CIA fl@ , 1 X4 TRIM �56"HIGH GUARD _ VENTED PLYWOOD 501219IT 1/2"01A.x S 1/2" FLA5HING � Ncr LAO BOLTS, DECK1J015T2X 10 LOV&F-It 4 SGRE E N E 17 I � 1 0 JO 5T 5FACIN& AN611R5 PORCH \ ^X4 STUDS O 1 b"O.G. 2x6 FLOOR J015T5 0 16"O.G. T` in VAPOR BARRIER(WINTER WARM 51011) TO TN!dell Or oYR KNOWLIaf!!,slLllr,t _ ® ® '7/16"0.5.5. WALL 5HRATHIN6 TRIM G OPlCIPICATIONO ARB IN COMPLIANCB WITH TH!2O 1• q d1 HENRY BLUE9KIN YP 100 ��'�'JUPieh�NT.OUGH PL.ANO• 2"�j 1'-b" 1'-b" 1 1'-b" —__�� 1NTW[NATAONALmwvmnALCOvX201• 1/2' DIA.x 5 1/2' LAO BOLTS EDAR SIDING 51MP50N ERT Z HOLD DOWNS 2/4"x6"IPE Tib DECKING PPLIM NT*O 3N�YGONI�tVAT10N 6WJOT 301 ) 3-1 $/4"x9 1/4"L.V.L.BEAM � °; / x 10 JOISTS 0 16"O.G. OUPPLIMeNTOOPKIM YORK*TAT!(RlV.AUiUOT207i). EVENLY 51PACED i 1 WITHIN — — — — — — — — — — — — - T- 2X 12 ON EACH 510E OF P05T LEJ7GER SOARP Li 24"FROM END Of LEDGER P �,OrYR�}�T O 301 8 BY MIILLIAM/t WILLIAM!al/l`NBRI. 6x6 NOTCHED 05T A"N4,WrOKB*eRVla.A"WILLIAMO4AIL1.IAM/ BEhDBOARD � -�RhDE 55AL'PNOWNBRI'PLAN/HAYNORI NReITBRl0AITHTH!BOLT PATTERN PECK aETiIL UNITRP*TATBO COPYRWHT o*PIcR TWO PRAWIN`I*AN x INOTRUMUNT OP ORRVK.e ANP MAY NOT ON ALTBRea, 02/20/ 15 RlPROPUCla,CaPIla,OR UOlP imam CONOTRUCTION ABU 6 6 P05T BASE VrRNOUT THB WRITTBN PeRMI*OION PROM WILLIAMO• WILLIAM/PROI`NeRO.UNAUTHORIZBP ALTIRATION/OR OF WF V APPRIONO TO THO PRAWINi IO A VIOLATION OF THR NRA P } G>�QSTPPQ KEIT YORK OTAT!l AR ATION �"CONRETE FILLED TUBE 7ZOOPO NOT*d-CALK THROB PRAWIN".THRY MAY HOT PECK ILS on TOW"T OGALK. Oe ONLY THe PIMeNOIONO*"OINK. OWNER ANP ONTRACTOR*HALL GOWULT PETAIL IL 1 L_J 5f2 2 CONCRETE FILLED 5QUARE FOOT A"LICABLe dULPIN`WOR*TO INOUR!THAT PLANS I ANP PRTALO CONFORM TO ALL RMUIRIMINTO.THBY SCALE: 1 /2"- V-0" OHALL VeRPY ALL PIMINOIOW among FROCBab" 1 - " WITH COWTRUGTION ANP*HALL NOTIFY WILLIAMS{ WILLIAMO PROWWBRO OF ANY PIOCRI PANCIe/among 6 WORK IO P.WILLIAM.t WLIAM* RRd 6 752 *HALL NOT OR KN*PONOdLB FOR ANY ADPITIOKAL IQSEGTION CoG GO*TO OR OTRUCTURAL FROdLlMO RBOULTINO FROM PAILURR TO FOLLOW THROB PLAN*ANP PRTALL.*. SCALE: 1 /4"- V-0" FLOOR,ROOF, WALL SHEATHING PLAN NO: COPYRIGHT ® 2016 BY WILLIAMS 4 WILLIAM5 DE5I6NER5. ALL RIGHTS RESERVED. 1- FLOOR- %" T46,0.5.B.(ORIENTED STRAND BOARD) TRUSS 4 BRAGINCG i7ETAIL ALL WILLIAM5 4 1104ILLIAM5 DE5IGNER5PLANS HAVE BEEN RE6,I5TERED WITH THE 2- ROOF- Y2 NAILING SCHEDULE 0.5.5. (ORIENTED STRAND BOARD) 2x4 DIAGONAL BRACING UNITED STATES COPYRIGHT OFFICE. TH15 DRAWING 15 AN INSTRUMENT OF 5ERVICE 5- WALL- 7/16" 0.5.5.(ORIENTED STRAND BOARD) 0 45°ANGLE NAILED TO 0 TOP SIDE OF BOTTOM al 15 1 07 AND MAY NOT BE ALTERED,REPRODUCED,COPIED,OR USED FOR CONSTRUCTION INSULATION(UNLESS OTHERWI5E NOTED) DE5CIRPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING OF n I I CHORD WITH 2-121P WITHOUT THE WRITTEN PERMISSION FROM WILLIAM5 4 WILLIAM5 DE5I61NEK5. TO DO 50 1- CEILING WITH ATTIC SPACE.............. ...1 2 THICK K58 KRAFT FACED OF FASTENER a,a,d FASTENERS — �� NAILS. 15 A VIOLATION OF FEDERAL COPYRIGHT LAW5. UNAUTHORIZED ALTERATIONS OR 2- SLOPED CEILING WITHOUT ATTIC,SPACE.... 1 OY4" THICK R58C KRAFT FACED J015T TO SILL OR GIRDER, TOE NAIL 3-SD --- 2x4 LATERAL BRACING p 60 ADDITIONS TO TH15 DRAWING 15 A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, 5- EXTERIOR WALLS.........................................5 1/2" THICK K21 KRAFT FACED/POLY 1 x& 5U5FLOOR OR LE55 TO EACH .JOIST, FACE NAIL 2-SD ___ � /� NAILED TO TOP SIDE OF 1- ii' I \\ � / // I BOTTOM CHORD WITH ARTICLE 145,SECTION 72001. THESE DRAWING5 ARE NOT TO BE USED BY ANY 4- FLOOR..........................................................q" THICK K50 KRAFT FACED 2"5UBFLOOK TO JO15T OR GIRDER, BLIND AND FACE NAIL 2- 1 6D --- MINIMUM 2-12D NAILS. OP PARTY OTHER THAN THE ORIGINAL CLIENT,EXCEPT BY WRITTEN AGREEMENT. 5- BASEMENT WALL5........................................5 1/2" THICK K21 POLY SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL 16D 161, O.G. j �� j DIAGONAL BRACED 6 6 NOTE: ALL VAPOR BARRIERS(KRAFT OR POLY) TO BE INSTALLED ON THE TOP OR SOLE PLATE TO STUD,END NAIL 2- 1 6D --- f I \ - BAYS;EACH END OF BUILDING t AT 20' THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO 5TIPULATE MINIMUM WINTER WARM SIDE. STUD TO SOLE PLATE, TOE NAIL 5-51P, 2- 16D --- �' INTERVALS. MANN BY: STANDARDS OF CONSTRUCTION. THE DRAWINGS SHALL GOVERN OVER THE NOTES IN CONTRACTOR SHALL MAKE THE INSULATION INSPECTION. UPON SATISFACTION, DOUBLE 5TUD5, FACE NAIL 1 OD 24" O.G. / PROVIDE ADDITIONAL ALL MATTERS SPECIFICALLY INDICATED. TH55E DRAWING5 ARE FOR A 51NCVLE CONTRACTOR WILL P05T THE ENERGY GORE CERTIFICATION ON THE ELECTRICAL PANEL BOX. DOUBLE TOP PLATES, FACE NAIL 1 OD 24" O.G. — BRACING AS PER TRUSS C) q/JCS MANUFACTURERS TRUSS RE51DEN5E. MISCELLANEOUS 50LE PLATE TO JOI5T OR BLOCKING AT BRACED WALL PANELS 5- 16P 161, O.G. CERTIFICATIONS. 1- EXHAUST ALL FAN5/VENT5 DIRECTLY TO OUTSIDE. PROVIDE 5 AIR DOUBLE TOP PLATE5,MINIMUM 48" OFFSET OF END JOINTS, 8- 1 6D --- MAXIMUM 1 s' j MAXIMUM is. MAXIMUM 15' LAP ALL BRACES MINIMUM THE DE5IGNER SHALL NOT HAVE CONTROL OF NOR SHALL BE RESPONSIBLE FOR EXCHANGES PER HOUR. MINIMUM CAPACITY 15 50 CFM. FACE NAIL IN LAPPED AREA 24 REV1510N5/DATE: CONSTRUCTION METHODS OR TECHNIQUES, OR PROCEDURES,OR FOR THE 5AFTY 2- I.G. LABELED RECESSED LIGHTS REQUIRED IN INSULATED CEILINGS. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE 5-8D --- TRUSS 4 BRACING DETAIL PRECAUTIONS USED OR REQUIRED IN CONTRACTOR,SUBCONTRACTORS OR ANY 5- SMOKE DETECTORS TO BE WIRED DIRECTLY TO HOU55 120 VOLT SYSTEM. NAIL OTHER PERSONS PERFORMING ANY WORK OR FOR THEIR FAILURE TO CARRY OUT INTERCONNECTED FOR 51MULTANTEOU5 OPERATION AND HAVE BATTERY RIM J015T TO TOP PLATE,TOE NAIL 8D 6" O.G. THE WORK IN ACCORDANCE WITH THE CONSTRUCTION PLANS/170CUMENT5. BACKUP. MINIMUM LOCATIONS: TOP PLATE5, LAPS AT CORNERS AND INTERSECTIONS, FACE 2- 10D --- HANDRAIL/GUARDRAIL A- ONE ON EVERY LEVEL NAIL 1 - PROVIDE A 5'x5'MINIMUM LANDING EACH 51DE OF AN EXTERIOR DOOR. IF THE CONTRACTOR DISCOVERS ANY DEFECTS IN THE CONSTRUCTION S- ONE IN EVERY BEDROOM BUILT-UP HEADER,TWO PIECES WITH Y2" SPACER 16P 16" ALONG EXCEPTION: WHERE A 5TAIRWAY OF TWO OR FEWER R15EK5 15 LOCATED ON PLANS/DOCUMENT5, HE SHALL PROVIDE WRITTEN NOTICE OF THAT DEFECT TO THE G- ONE WITHIN EVERY 1 O'OF A BEDROOM DOOR IN HALLWAY EACH EDGE THE EXTERIOR SIDE OF A DOOR,OTHER THAN THE REQUIRED EXIT DOOR, A DE5IGNER 50 THAT THE DE5I6,NER MAY CORRECT SUCH DEFECT. IF THE WHEN REPAIR5 REQUIRING A PERMIT OCCUR,THE INDIVIDUAL DWELLING UNIT CONTINUED HEADER, TWO PIECES 1 6D 1 6"ALONG LANDING 15 NOT REQUIRED FOR THE EXTERIOR 51DE OF THE DOOR. CONTRACTOR FAIL5 TO DO 50, HE SHALL BEAR ALL COSTS ASSOCIATED WITH SHALL BE PROVIDED WITH SMOKE DETECTORS LOCATED A5 REQUIRED FOR EACH EDGE 2- STAIR REQUIREMENT5: PROCEEDING CAUSED BY 5UGH DEFECT. IF THE CONTRACTOR FINDS A DEFECT IN NEW DWELLINGS; THE SMOKE DETECTORS SHALL BE INERCONNECTED AND CEILING JOISTS TO PLATE. TOE NAIL 5-$D --- a. OPEN RISERS NOT ALLOWED FOR STAIRS OVER 50" IN HEIGHT. CONSTRUCTION RESULTING FROM THE WORK OF THE DESIGNER, HE SHALL NOTIFY THE HARD WIRED. CONTINUOUS HEADER TO STUD. TOE NAIL 4-$D --- b. ALL 5TAIRWAY5 MINIMUM 56" IN WIDTH. DE5IGNER IN WRITING, AND ALLOW THE DESIGNER TIME TO 5000EST REPAIRS. IF THE 4- PROVIDE INTERCONNECTED G.O. DETECTORS ON ALL LEVELS. ON BEDROOM LEVELS, CEILING JOIST. LAPS OVER PARTITIONS. FACE NAIL 5- 10D --- G. WINDERS MINIMUM DEPTH OF 6" ON THE CONVERGING SIDE. CONTRACTOR DOES NOT NOTIFY THE DESIGNER IN WRITING,OR ALLOW REASONABLE THE G.O. DETECTOR SHALL BE PLACED IN THE IMMEDIATE VICINITY OF BEDROOMS. CEILING JOI5T TO PARALLEL RAFTERS.FACE NAIL 5_ 10P --- d. MINIMUM HEADROOM CLEARANCE OF 6-8" FOR ALL 5TAIRWAY5. TIME TO 5000E5T REPAIRS,OR DOES THE REPAIRS NOT IN CONFORMANCE WITH THE AN INTERCONNECTED G.O. DETECTOR SHALL AL50 BE PLACE IN EACH BEDROOM RAFTER TO PLATE. TOE NAIL 2- 16P --- 5- HANDRAIL REQUIREMENT5: MUST CONFORM TO R511.5.6. ' DE5IGNER5 5UGGE5TED METHODS,THEN THE CONTRACTOR SHALL BEAR ALL COSTS WITH A COMBUSTIBLE FUELED APPLIANCE. WHEN IMPAIRS OF FUEL-FIRED APPLIANGE5 1 " BRACE TO EACH STUD AND PLATE.FACE NAIL 2-51P --- a. REQUIRED ON ALL STAIRS OF 4 OR MORE RISERS. 0 0 ASSOCIATED WITH SUCH DEFECT. AND EQUIPMENT,50LIP-FUEL BURNING APPLIANCES AND EQUIPMENT,OR FIREPLACES 1 "x6" 5HEATHING TO EACH SEARING.FACE NAIL 2-5D --- b. REQIURED ON ONE SIDE. Z AN CHIMNEYS OCCUR, THE INDIVIDUAL DWELLING UNIT SHALL BE PROVIDED WITH 1 "x8" 5HEATHING TO EACH SEARING.FACE NAIL 2-SD --- G. MUST BE BETWEEN 54" AND 58" IN HEIGHT. THE CONTRACTOR 15 RE51PON51SLE FOR SAFE CONDITIONS AT THE JOB 51TE AND FOR CARBON MONOXIDE DETECTORS A5 REQUIRED FOR NEW BUILDINGS. WIDER THAN 1 "x8" SZI€ATHING TO EACH BEARING. FACE NAIL 5-8D --- d. MUST TERMINATE AT WALL5 OR NEWEL POST. O lu THE TEMPORARY SUPPORT OF THE STRUCTURE PRIOR TO COMPLETION OF THE 5- CONTRACTOR 15 RESPONSIBLE FOR DESIGN AND PROPER FUNCTION OF HVAC BUILT-UP CORNER STUD 5 1 OD 24" O.G. e. MUST BE CONTINUOUS FROM BOTTOM RI5EK TO TOP RISER. VERTICAL AND LATERAL LOADS SYSTEMS. ALL WORK SHALL BE DONE IN INCLUDING A MANUAL 5 AND MANUAL J WITH AND EVR OR HVK FOR FRESH AIR INTAKE BUILT-UP GIRDER5 AND SEAM5, 2" LUMBER LAYERS 1 OD NAIL EACH LAYER f. HANDRAIL TO HAVE CIRCULAR CROSS SECTION WITH GRIP 51ZE 1 Y4"-2" T COMPLIANCE WITH NEW YORK STATE GORES AND LOCAL CODES AND ORDINANCES. ON NEW CONSTRUCTION AND ADDITIONS. MAKE UP AIR MUST BE PROVIDED FOR A5FLL01N5:52" 4- GUARDRAIL REQUIREMENT5: RANGE H0005 OYER 400CFM. O.G.AT TOP AND O VERIFY ALL DIMENSIONS PRIOR TO ERECTION. BOTTOM a. REQUIRED ON STAIRS,LANDINGS, PORCHES,DECKS,OR RAISED FLOOR 6- ALL WINDOWS TO HAVE CHILD PROOF LOCKS TO PREVENT WINDOWS FROM STAGGERED. SURFACES MORE THAN 50" ABOVE OR BELOW GRADE. OPENING MORE THAN 4" WHEN WINDOW SILL 15 LE55 THAN 24" ABOVE FINISHED NAILS AT ENDS5 FOR ADDITIONS AND/OR RENOVATIONS THE BUILDER AND/OR GENERAL FLOOR OR 7 2" ABOVE THE OUTSIDE GRADE. AND AT EACH b. MINIMUM HEIGHT 15 56",AT STAIRS 54". CONTRACTOR SHALL FIELD VERIFY ALL PKEEXI5TING 5TRUCTUAL CONDITIONS 4 7- ALL EMERGENCY EGRE55 WINDOW5 AND BEDROOM WINDOW5 MUST MEET THE SPLICE. Co. LE55 THAN 4" BETWEEN SALU5TEK5 OR HORIZONTAL RAILS. lu DIMENSIONS PRIOR TO ORDERING MATERIAL 4 BEGINNING CONSTRUCTION. FOLLOWING GUIDE LINES: 2"PLANKS 2- 16D AT EACH d. LESS THAN 6" OPENING ON STAIRS WHERE RISER, TREAD,AND A- CLEAR OPENING OF 5.7 SQUARE FEET ABOVE OR BELOW GRADE BEARING BOTTOM RAIL MEET. B- CLEAR OPENING OF 5.0 SQUARE FEET AT GRADE ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS: TO THE BEST OF OUR KNOWLEDGE, BELIEF, 4 PROFE55IONAL JUDGEMENT,SUCH G- MINIMUM HEIGHT ,O 5. TOE NAIL 4- 16P --- PLANS 4 SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2015 INTERNATIONAL FACE NAIL 5- 160 --- to JU RESIDENTIAL CODE, 2015 INTERNATIONAL BUILDING GORE, 2015 INTERNATIONAL D 0- MINIMUM WIDTH OF 20" RAFTER TIES TeD RAFTERS FAGS NAIL 3-$p --- } ENERGYREQUIRED IN BASEMENTS WITH HEADROOM GREATER THAN 6'-4".CONSERVATION CODE, 4 5UPPLIMENTS OF NEW YORK STATE. WOOD STRUCTURAL PANAL5, 5USFLOOK,FOOR AND WALL 5HEATHING TO FRAMING, u6- 6- 5AFTY GLAZING OR TEMPERED GLA55 TO BE PROVIDED AT: AND PARTICLEBOARD WALL 5HEATHING A- EXP05EP AREA OF AN INDIVIDUAL PANE GREATER THAN q 50UARE FEET 5/16"- 1/2" 61P-SUBLOOR, WALL 6 1 2f S- BOTTOM EDGE LE55 THAN 16" ABOVE FLOOR 8D-ROOF FOUNDATIONS G- ONE OR MORE WALKING 5URFACE5 15 WITHIN 56" HORIZONTALLY OF THE GLAZING 1 01/52"- 1 " SD 6 12f 1- FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED 501E A MINIMUM OF 48" BELOW D- TOP EDGE GREATER THAN 56" ABOVE FLOOR 1 1/8"- 1 Y4" 1 OD 6 12 GRADE. A55UME17 501L BEARING LOAD 15 2000115F.(GROUP 1 SOILS - E- GLAZING ADJOINING STAIRS WITHIN 60" OF BOTTOM TREAD 5W,510,5M,5C,,GM,5M,GC) 41- PROVIDE A 50"x22" ATTIC,ACCESS IN A HALLWAY OR A READILY ACCESSIBLE AREA, NOT IN A STANDARD CLOSET. MUST HAVE MATCHING INSULATION AND GA5KETED. Q 2- MAXIMUM EXCAVATION SLOPE BELOW FOOTINGS TO BE 1 VERTICAL TO 2 •, , W . DESCRIPTION OF BUILDING DESCRIPTION OF SPACING OF FASTENERS HORIZONTAL. 10- PROVIDE AN 18"x24" CRAWL SPACE ACCESSOflt7RE55: 1 1- PROVIDE 5/8" TYPE X FIRE GORE GYPSUM BOARD ON GARAGE CEILING, MATERIALS FASTENER b,a,d EDGES(INCHESM INTERMEDIATE SUPPOR-5 GRIP 3- BACKFILLING OF FOUNDATION WALL5 SHALL NOT BE FOR 28 DAYS,OR , BEFORE FLOOR SYSTEM 15 IN PLACE AND WALL STABILIZED. BEAM,AND GARAGE SIDE OF WALL COMMON TO HOUSE AND GARAGE. b.d(INGHES) m Z 15 CROOKED 4- MAXIMUM UNBALANCED BACKFILL HEIGHT- 7' PROVIDE Y2" TYPE X FIRE RATED GYP5UM BOARD ON HOUSE 51PE OF WALL Y2 GYPSUM BOARD, g 1 Y2 GALVANIZED 4 8 _ _Z COMMON TO HOUSE AND GARAGE. ROOFING NAIL; 617 Ou TREE 17RIYE CONCRETE 12- PROVIDE % HOUR FIRE RATED DOOR AND JAMS5 WITH AUTOMATIC,CLOSER COMMON NAIL; 1 Y4 m� I I �� GLEYERIPLE BETWEEN HOUSE AND GARAGE. 5GREW5. TYPE W OR 5 1- CONCRETE STRENGTH TO BE A5 FOLLOWS: BETWEEN 5- INSTALL ZERO CLEARANCE FIREPLAGE5 AND TERMINATION POINT FOR 5/8 GYPSUM BOARD, g 1 3/4 GALVANIZED 4 8 NEW YORK GARAGE SLABS AND PORCHES,5TE105, AND WALKS: 5500 P51 RISER SHALL BE A MAXIMUM 8 1/4 VERTICAL CONCRETE EXPOSED TO WEATHER: 5000105F FLUE/CHIMNEY ACCORDING TO MANUFACTURERS 511PECIFCATION5. ROOFIG NAIL; SD PROVIDE AIR ENTRAINMENT OF 5-7% OF VOLUME. 14- MAINTAIN A MINIMUM OF 8" DISTANCE BETWEEN SIDING AND FIN15HE17 GRADE. COMMON NAIL; 1 5/8 MINIMUM TREAD DEPTH SHALL BE q" 1 5- ALL DRAINS,VENTS,AND 5UPPLY PIPING MUST BE TESTED TO THE FOLLOWING WITH MINIMUM NOSING OF AND A SLUMP TO BE NO MORE THAN 4 NOR LESS THAN 2 . 5GREW5, TYPE, w nR 5 MAXIMUM NOSING OF 1 1/4". CRITERIA: 5 P51 OF AIR OR 1 O' OF HEAD PRESSURE FOR A PERIOD OF 15 WOOD STRUCTURAL PANELS,_COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING O MINUTES 4 WATER 5UPPLY SHALL BE TESTED 0 A MIN. OF 501051 AIR OR WORKING e/4" AND LE55 SD COMMON NAIL 6 1 2 .0 N r CONCRETE REINFORCING STEEL 0 PRE55URE FOR A MINIMUM OF 1 5 MINUTES. � 7/8"-1�� SD COMMON NAIL 6 1 2 1- RESAR SHALL CONFORM TO A.5.T.M. GRADE 40. WELDED WIRE FABRIC MESH dl SHALL CONFORM TO A.S.T.M. A 18 5. 16- HEATING DUCTS SHALL BE SECURED AND SEALED IN ACCORDANCE WITH THE I 1 1/8"- 1 Y4" 1 OD COMMON NAIL 6 12 1 NOOP 5T OOP 17ETAIL W 41& Y lu 2- Y2" DIAMETER x 10" ANCHOR BOLTS ® 4' O.G. GORE REQUIREMENT5. lu 5- NO. 5 BARS VERTICALLY ® 4 O.G. AND 1-NO. 4 BAR WITHIN 12" OF THE T010 1 7- COMBUSTION AIR REQUIREMENT5: IF THERE 15 NO COMBUSTION AIR SUPPLIED V 0 �x OF THE WALL AND 1-NO. 4 BAR LOCATED 5-4" FROM THE BOTTOM OF THE WALL TO GA5 APPLIANGE5, INSTALLER MUST CERTIFY BASEMENT OR ROOM HAS a- ALL NAILS ARE SMOOTH-COMMON,BOX EXCEPT WHERE OTHERWI5E STATED. q" u z IU m PROPER AMOUNT OF COMBUSTION AIR PER GORE AT FINAL INSPECTION. NAILS USED FOR FRAMING AND 5HEATHING CONNECTIONS SHALL HAVE A ` � I lu CONCRETE FOUNDATION WALL MINIMUM AVERAGE SENDING YIELD 5TRENGTHS Ag FOLLOW5: 60 K51 FOR W < N 1 - DAMPPROOFING• ASPHALT/TAR TYPE COATING 15- GARAGE CONCRETE 5LAS MUST BE 5LOPED TOWARDS OVERHEAD DOOR OR SHANK DIAMETER OF 0. 1 q 2"(200 COMMON NAIL) 41OK51 FOR SHANK DIAMETERS Q 2 o J'a WATER10ROOFING: RUBBER/ICE AND WATER SHIELD TYPE A GARAGE DRAIN MUST BE PROVIDED AND DRAIN TO DAYLIGHT/DRYWELL. LARGER THAN 0.142"BUT NOT LARGER THAN 0.1 'i 7", AND 100 K51 FOR SHANK Q Q � 0 O 1 9- ICE 4 WATER SHIELD UNDERLAYMENT REQUIRED FROM ROOF'S EDGE A MINIMUM DIAMETERS OF 0. 142" OR LE55. 5/4"x6" DECKING PERIMETER DRAINS b- NAILS SHALL NOT BE PLACED MORE THAN 6" O.G. AT ALL SUPPORTS WHERE 2x6 JOISTS 0 16" O.G. W �", N Ito d 1- 4" DIAMETER PERFORATED PIPE WITH FILTER FABRIC TO DAYLIGHT, DRYWELL, OF 24 IN51PE THE EXTERIOR WALL LINE OF THE BUILDING. MEASURED SPANS ARE 48 OR GREATER. -- �� - -yL Z J �W z HORIZONTALLY. G- 4'x8'OR 4'x q'SHALL BE APPLIED VERTIGALY. � � I � 5EWEK OR SUMP PUMP A5 501L CONDITIONS AND 51TE DICTATE. 20- FIRESLOCKING SHALL BE PROVIDED TO GUT OFF ALL CONGEALED DRAFT OPENINGS d- 5PACING OF FA5TENEK5 NOT INCLUDED IN TH15 TABLE SHALL BE BASED ON `� �" Q - t TABLE K602.5 (1). I 4x4 POST U- .... EXTERIOR GRADE (VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN e- FOR REGIONS HAYING DA51C WIND SPEED OF 1 10 MPH OR GREATER SD 1x4 POST A tl1 Q 1- GRADE SHALL DROP 6" IN FIRST 1 O' RUN FROM ALL SIDES OF HOUSE 5TORIE5, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIRESLOCKING SHALL DEFORMED NAILS SHALL BE U5ED TO ATTACHING PLYWOOD 5TKUGTIIRAL PANEL ANCHOR lu 6 X ROOF SHEATHING TO FRAMING WITHIN MINIMUM 48" DISTANCE FROM GABLE END BE PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS. WALL5 IF MEAN ROOF HEIGHT 15 MORE THAN 25' UP TO 55'MAXIMUM. _ GRADE IDL ~ r WOOD/FRAMING m dl LUMBER GRADES 15 A5 FOLLOW5: A- IN CONGEALED SPACES OF STUD WALL5 AND PARTITIONS, INCLUDING FURRED f- FOR MR&ION5 HAVING A SA51G WIND SPEED OF 100 MPH OR LE55, NAILS FOR - W 1 O 2x6 NAILER LAGGED TO HOUSE z � SPACES,AT THE CEILING AND FLOOR SPACES. CONCEALLED HORIZONTAL ATTACHING WOOD STRUCTURAL PANEL ROOF 5HEATHING TO GABLE END WALL z w 1- FSKLIN5, BEAMS,AND 5TKINGERS.........#2 5PF OR BETTER FURRED SPACES SHALL AL50 BE FIREBLOGKED INTERVALS NOT EXCEEDING 1 O'. FRAMING SHALL BE SPACED 6" ON CENTER. WHEN BASIC WIND SPEED 15 :t RIM JOIST 4 HANGERS 0 16" O.G. Q 2- JOISTS AND RAFTERS............................ .#2 510E OR BETTER SATTS OR BLANKETS OF MINERAL OF GLA55 FIBER SHALL BE ALLOWED A5 GREATER THAN 100 MPH NAILS FOR ATTACHING PANEL ROOF 5HEATHING TO _ �- INTERMEDIATE SUPPORTS SHALL BE 5PACED 6" O.G. FOR MINIMUM 48" 8 DIA. CONCRETE FILLED W 5- STUDS........................................................#2 5PF OR BETTER FIRESLOCKING IN WALL5 CONSTRUCTED U51NG PARALLEL ROWS OF STUDS OR DISTANCE FROM RIDGES,EAVES,AND GABLEEND WALL5; AN5 4" ON CENTER TO CONSTRUCTION TUBE Q n 4- BLOCKING AND BRIDGING......................#2 5PF OR BETTER STAGGERED STUDS. GABLE END WALL FRAMING. 5- PLATE5, SILLS CONTACTING CONCRETE......PRESSURE TREATED 5PF S- AT ALL INTERCONNECTIONS BETWEEN CONGEALED VERTICAL AND HORIZONTAL 9- GYPSUM 5HEATHING SHALL CONFORM TO ASTM E 7 q AND SHALL INSTALLED IN ACCORDANCE WITH GA 255. FIBERBOARD 5HEATHING SHALL CONFORM TO OR BETTER 5PAGE5 SUCH A5 OCCUR AT SOFFITS,DROP GEILING5 AND COVE GEILING5. A5TM G 206. 6- POSTS AND BEAMS.................................#2 51PF OR BETTER Co- IN CONCEALLED 51PAGE5 BETWEEN STAIR 5TRINGER5 AT THE TOP AND BOTTOM h- 5PAGING ON FLOOR 5HEATHING PANEL EDGE5 APPLIES TO PANEL E06,E5 7- 2x6 T4G DECKING.....................................DECKING GRADE OF THE RUN. ENCL05ED 5PAGE5 UNDER STAIRS SHALL COMPLY WITH SECTION SUPPORTED BY FRAMING MEMSER5AND AT ALL FLOOR PERIMETERS ONLY. APPLIES TO K514.8. 5PAGIN 8- ALL JOISTS FRAMING INTO THE SIDE OF A SUPPORTING MEMBER(NOT G OF FASTENERS ON ROOF 5HEATHING PANEL EDGES BEARING ON) SHALL BE SUPPORTED BY 51MPSON U TYPE HANGERS OR D- AT OPENING AROUND VENTS,PIFS5 AND DUCTS AT CEILING AND FLOOR LEVEL, PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND AT ALL ROOF PLANE TO RESIST THE FREE PA55AGE OF FLAME AND 10RODUCT5 OF COMBUSTION. PERIMETERS. BLOCKING OF ROOF OR FLOOR 5HEATHING PANEL EDGE5 EQUAL. ANCHOR EACH RAFTER AND/OR BOTTOM CHORD OF TRUSS TO TOP E- FOR THE FIKESLOCKING OF CHIMNEYS AND FIREPLAGE5. 5EE SECTION R 1001. 16. PERPENDICULAR TO THE FRAMING MEMBERSHALL NOT BE REQUIRED EXCEPT EDWARD K. LaPOINT, PE, INDEPENDENT PLATES AT OUTSIDE WALL5 WITH 51MP50N H 1 OR H2.5 TIES. F- FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING 15 REQUIRED AT THE AT INTERSECTION OF ADJACENT ROOF PLAN 5. FLOOR AND ROOF PERIMETER LICENSED PROFESSIONAL ENGINEER q- ALL BOLTHEA05 BEARING ON WOOD,TO BE PROVIDED WITH STANDARD GUT LINE OF DWELLING UNIT SEPARATION. SHALL BE SUPPORTED BY FRAMING MEMBERS OR 50LIP BLOCKING. WASHERS. 2 1- ELECTRICAL- 8 WARD LANE, PO BOX 1 010, GLEVERDALE, NEW 10- HEADERS AT EXTERIOR DOORS AND WINDOWS TO BE 2-2x 10 UNLESS CONTRACTOR 15 KE51PON51BLE FOR ALL ELECTRICAL REQUIREMENT5 YORK 12620, 515--744-441 1 . OTHERWISE NOTED. AS SET FORTH IN THE 2015 INTERNATIONAL BUILDING CODE AND STATE 5001PLEMENT5. PROFE55IONAL ENGINEERING SERVIGE5 E� 1 1- ALL INTERIOR WALL5 TO BE 2x4 ® 16" O.G. UNLESS OTHERWI5E NOTED. 22- PROVIDE A MINIMUM OF 75%ENERGY 5AVING LIGHT BULBS. PROVIDED DIRECTLY UNDER CONTRACT TO 12- PROVIDE 50LIP BLOCKING OR STUDDING BELOW ALL BEAMS,P05T LOADS 25- R-5 PIPE INSULATION 15 REQUIRED ON ALL HOT WATER LINES 5/4" DIA. AND LARGER. THE OWNER. DAVID GOHEN 4 MICHELLE KAPLAN IN WOOD STRUCTURE TO FOUNDATION OR DE5IGNED BEARING POINT. 15- HOLD ALL FRAMING MEMBERS 6" CLEAR OF EITHER 51DE OF WA5TE DRAINS AT TUB,SHOWER,AND TOILET. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 14- DOUBLE JOISTS OR SOLID BLOCKING UNDER ALL PARALLEL WALL5 AND STRUCTURAL MEMBER ALLOWABLE DEFLECTION _ BATHTUBS. RAFTERS HAVING 5LOPE5 GREATER THAN 5: 12 WITH L/150 = BLOCKING: 16" O.G. ON BEARING WALL NO FINISHED CEILING ATTACHED TO RAFTERS TOTHROUT OFOUKKNOWL206,l,ERLIKF,i FROFlfeIONAL JUa/ItNT,SUCH FLANS a -- 52" O.G. ON NON-BEARING WALL5 INTERIOR WALL5 AND PARTITIONS H/1 80 OFECIFICATIONSARA INCOWLIANCIMTNTNlsoJ• --15- NOTCHING REQUIREMENT5 FOR EXTERIOR AND LOAD BEARING WALL5: FLOORS AND PLASTERED GEILING5 L/560 1N7MNA7Wr IkLl9A +nawn4L40PA201s - A- NOTCHE5 IN 50LIP LUMBER SHALL NOT EXCEED 1/6 OF THE ALL OTHER STRUCTURAL MEMBERS L/240 ��"M'""" �YGOV'��~T"ON AUGUST 2 1 0 SUPPLIMlNTS OF N!W YORK STAT!(ANY.AUiUST 201 6). DEPTH OF THE MEMBER, SHALL NOT BE LONGER THAN 1/5 OF THE EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/560 CLIMATIC ANP GEOGRAPHICAL PE51GN CRITERIA-TABLE R50 1 .2( 1 DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES L/240 C4PYR*w0201aBYWl"IAMeaWILLIAMDPROWNme. MIDDLE 1/5 OF THE SPAN. EXTERIOR WALL5-WIND LOADS WITH FLEXIBLE FINISHES L/120 A"II ItIRSlIIALI.ALWAMeaVI, 5E,4L: POSIGNMRS'PLANS NAV!BA!N RS"7111Wa WITM TM! B- NOTCHES AT THE END OF THE MEMBER SHALL NOT EXCEED 1/4 THE MINIMUM UNIFORMLY OVERFKAMING(PIGGY BACK) GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE: WINTER ICE SHIELD FLOOD AIR MEAN UNrrlaeTATISCOPYRIiNTOFFICKTHIS PRAM!"0AN 02/20/ 15 DEPTH OF THE MEMBER. P15TRIBUTEP LIVE LOAD(P5F) SPAN TABLES 5NOW SPEED TOPOGRAPHIC, SPECIAL WIND-BOURNE PE5ICFN DESIGN UNDERLAYMENT FREEZING ANNUAL INSTRUMENTOFS IRVICKANOMAYNOTORALTMRP. G- THE DIAMETER OF THE HOLES BORED OR GUT INTO MEMBER SHALL USE LIVE LOAD HORIZONTAL SPAN SIZE/5PAGING LOAD(#) (MPH) EFFECTS WIND REGION DEBRIS ZONE CATEGORY WEATHERING D=;o'� TERMITE TEMP REQUIRED HAZARD INDEX TEMP RIFR°aucaa•coPlla'ORUSIaFORGOWTRUGTION WITHOUT TN!WRrrTlN PlRMISSION FROM WILLIAMS t NOT EXCEED 1/5 THE DEPTH OF THE MEMBER. wILLIAMs alelsN81UNAUTHOKIzIaALTIRATIONeoR � „ ATTICS WITHOUT STORAGE 1 O UP TO q'-O" 2x6 � 1 6" O.G. AaarrloNe'roTHIS aRAwIN`IeAVIOLATION OFTNINIw OF NE D- HOLES SHALL NOT BE CLOSER THAN 2 TO THE TOP OR BOTTOM OF q'-1 " - 1 1'-5" 2x8 0 16" O.G. 24" INSIDE YORK STAT!laUCATIONLAW,ARTICL! 149OWTION �P�� KEIT yO THE MEMBER OR TO ANY OTHER HOLE LOCATED IN THE MEMBER. EXTERIOR BALCONIES 60 GUARD5 AND HANDRAILS 200 1 1'-6" - 1 3'-1 1" 2X 10 0 1 6" O.G. 0 1 1 5 0 0 NO co SEVERE 4$ SLIGHT NO 2000 4 '1 1204 PO `� pQ� ti TO NONE — 1 EXTERIOR BI TOKXACTSCALE USKONLYTHRPIMINSIOWSHOWN. E- WHERE THE MEMBER IS AL50 NOTCHED,THE HOLE SHALL NOT BE PA55ENGER VEHICLE GARAGES 50 14'-0" - 16-0" 2X 12 0 16" O.G. WALL5 OWNMANP CONTRAGTORSHALL CONSULT ALL CLOSER THAN 2" TO THE NOTCH. ROOMS OTHER THAN SLEEPING 40APPucABLISULDINS,COPUTOKNOMETNATPLANS r- 1 6- DOUBLE JACKS STUDS AT EACH 51DE OF OPENING GREATER THAN 6'. SLEEPING ROOMS 50 ANa L TAILSCONFORMTOASONNOLL RlM OCINK MlY c Li L ' SMALL VlRIFY ALL aIMlNSIOW BlFOR!PROG!lalNf 2 .:, W STAIRS 4O WrrM CONSTRUCTION ANa SHALL NOTIFY WILLIAMS WILLIAMS DleIS,MMS OF ANY PISCRlPANCIlS BRFOR! WORK It PlRFORMla.WILLIAMS a WILLUAMS aBfwmmt 7 2 SMALL NOT B!RlePONSIBL!FOR ANY Aaa1TIONAL F NP COSTS OR STRUCTURAL PROBLIMS RleU1.TINi FROM FAILUR!TO FOLLOW THR"PLANS AND PETALS. L