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HomeMy WebLinkAbout20190854 Sani Residence Plans 4 A.,.. 1 111 111111 I I I I II 411 ra 11 a r r 172 11111 ,111111 1 1 1 ll 12 11 Le I I11111117-HHHHHHHHH EMEMMEMENEMENEMENEEMIEMEWEr I 1111111111 illill_r_l_i_ 11 11 II Ili ELEMENEMENEMENEMENEEMIEMEW ' 0 .-..- Na 11111. 1 I 1 1 1 1 1 1 ..............................r 1 H 11 1 1 1 11 1 I I 1 I 1 1 1 I I , ............................,.4. 1,11,... 1111 1111111 A , -ri-p 11 11 II 111[ ......................mr.. .. ..........., ,,, ... L ,ILIAIL LI,Ill I ill,III 111111ull 1 u 11 11 II y -r-p 1 1 1 1 r-1- EINIMMINEDVA -- --am, 'TOP 0,PLATE TOP 0,PLATE 'TOP 0,PLATE Ilp =117111 m DE iiim _..„ =, =, =, _0, _0, --__. 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TEMP IREOUIREI, HAZAIWS INDEX TEMP IliT171:=111;rzig-1,,,Pzi=gx:iztzlr:Erizairia-s5.----"oF Lid .,,,- 50 115 NO NO NO B SEVERE 48" MOD-HEV -I MS NONE 2000 48.1 F t' rf:'L.'4 1 `C, POLIAIUMUMEW i i' ,E,i NOT FOR CONSTRUCTION - LI 2_1',',',,, CNI NITELTENINEN 3111ELTATIIVIIIMIIIIIIIIIIIIMIIIIIIIIIIVIVIIIMIIIIIIIIIIIVIIIIIIIIIIL 6 1•1 I.-1 OM I 2 6 1•1 I.-1 1 1 1 1 1 1 1 1 1 C-1 1 1111 1 I.%1 MI.1111 li 1111 1 1 1 1 1111 1 C ........— NENNENNALIIELNENNENNENNENNALIILINIIIIIIIIIIIIIIIIMILIIIIIIIIMEMIIIIMILIMMILMIIIIIIIIIir MIIIIIMILML111011011011111MICIIIII110110111111011.11111111•11•10111.1011MILMINIIIIIL .......... NENNENNALIIELNENNENNENNENNALIIEINIIIIIIIIIIIIIIIIMILIIIIIIIIMEMIIIIMILIIIIIILMIIIIIIIIIIr'." WO 6 lj a L.E..E.Ftrajj M•ljejTh.E..E.MONZA ljql IITIMCTI ral Iji.I IMI IA....Li plly.7 h c`.2 gaq =IIELNENNENNENNENNAEMEINIIIIIIIIIIIIIIIIMILIIIIIIIIMITNIELIIIIIIIMILTairairair'." 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' i— 171 1,1 I C i I ,eT'LQ1'l'<„ '---1 0 RIGHT ELEVATION poLglomovanw NOT FOR CONSTRUCTION — LI oc c",,' CO / 33-4' / / 33-4" / GENERAL NOTES .AtAAAT, RK SHPLL!AMPLWITH THE 2015a g 25-O" / 8'-4° / 25-0 / 81-4" / NTEONAL RESIDENTIAGODS,11 YORKSTATECODALL LOCAL COORDINANCESRULESAND/ 49„ 13-96-6j-14-2 �-3�4 / 4-9" / 13,-9REGNS.. ALL ELELTRILAL WORK SHALL COMPLY WITH THE 2015 m INTERNATIONPL B_ECTRICAL LADE PND NYS CODE. R ,n w PROVIDE INSPECTION CERTIFICATE FROM THE NEW YORK .fl..�'r e 0 0 0 BOARD OF FIRE UNDERWRITERS OR OTHER INSPECTION N J m u \ \ \ \ \ \ \ \ \ \ \ \ AGENCY PCCEPTABLE TO THE AUTHORITIES HAVING r" w '� � O 12,111 / c I° OE° 12-1„ / JJRISDICTION. ¢i�¢ �]�i ALL/frl BINGWORK SHALL COMPLYWTH THE015I' Ta"VANrtr -C Tz"vANlir INTERNALPWMBING CODE,NYS LODAND LCALQ t4 IXuausT LADESHPLL BE APPROVED BY THE PLLMBING v 2 N FAN BATH \� Y ,n ,A FaN-n BATH ONSPECT c0 (A 4.NO WORK SHALL BEGIN PRIOR i0 THE ISSUANCE OF C \ ii THE REQUIRED PERMITS BY THE BUILDING LODE \ \ 11,$ys11 �. ,-8,„ ENFORLB4ENT OFFICE. / BEARING WALL O BEDROOM"3 v \ O BEDROOM*3 4COQRAETOTAL LFALATEIOWGOMSRAVE OONR 4 R 'a.lom;IL6O"OoK.c�.olsrs� 0 9 OIAITLCSAYAY,QTRGLAORELAROA,N,LE O ‘9,O oo;4iRS6s- O ATCTI.O b INSTALL SMOKE DETECTOR(SDJ ON CEILING AT Q r BEDROOM w2 0 1:, 9 BEDROOM*2 ®S.D. LOCATIONS INDICATED ON DRAWINGS.HARD WIRE AND 4 INTERCONNECT EPLH UNIT AS REQUIRED BY CODE. a, F, z.lo;Loon)olsrs / / \ a, ROOFa TRsEs / \ 1.FINAL RECEPTPCLE LOCATIONS SHALL BE APPROVED m 2usc. BY OWNER CLOSET 40 CLOSET <D, gifflAigigiPk ELECTION SHALL BE BY OWNER AND®5'D -48-5� �/ ` \ 3'-4" EQUIREMENTS FOR DAYLIGHT,NANRAL O \ NM HE DNRAWIN65 ARE FOR ANDERSEN\ 3-1 / O D_`F COATS �� O 1 ��COATS ry aao PORcu BEAM T � 0 SERIES,WINDOW PRODUCTS. = CLOSET 0 Ofi \ \ CLOSET � \ Ob �- - - - \ \ 9.FOR DAYLIGHT,PROVIDE GLA55 AREA EQUALING OR � u ' \ 8 1,1 \ EXCEEDING 8%OF THE FLOOR AREA FOR EACH 8'-I PORCH RAIL HABITABLE SPACE FOR NANRAL VENTILATION,PROVIDE °zl /� \ / 3 z OVERED P / \ 1�ATTIG /• OPBL^,BLE SASH AREA ECdIALING OR EXCEEDING 4As OF II$uz" BEARING 1' LAUNDRY PORCI-I q u O 11'-Sy�ll �E� O TFiE FLOOR AREA FOR EACH HABITPBLE SPACE WALL ) COVEREE, a5.N '''''T ulo Pr.r-m.ER - N9 Q._____ �Q E,......,�, / Q axlo;LOOK JOI6T6 /n ''C:. 10.SLEEPING ROOM SHALL HAVE AT LEAST ONE o 0 FaN BATH S.D. ®I6 o.c. _ �o _ , IXNAusi BATI„I . PORCH OPB�IABLE EMERGBICY ESCAPE AND RESCUE OPENING �`� ® = • p 05, LAUNDRY w ;: d Q eenum+LmseR - EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE o _ `A N a6'vawrr -9�C 8-5uz \0,- 'srEP , Q = 4B" -i .D. Roo;tRussEb \ A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE -m;,W m STM �J VIII IIS V / O� ersln�o sr wN -' ' ° ®aa oc. III O O FLOOR,SHALL HAVE A MINIMIM NEi CLEAR OPENING OF D. a" C 71IILLIr Q \/ ® �/- \ _ 0 � O / 8_r�.yrz 5.7 SQUARE FEET EXCEPT THAT GRADE FLOOR OPENINGS y�. "f(ll''"' I'T s �wN y "ll��"11�� 1'_'1'"/„, _ SHALL HAVE A MINIMJM NEi CLEAR OPENING OF 5.0 +' � \ �� = I � I I 0 ! � \ � \ - ___ I OO I � \ SGUARE FEET.MIN.OPENING HEIGHT:24'MIN.OPENING N b i IT tl� •(v 2.4 POET rtrP.) % / / / //`2U' WIDTH:20' REF. % / r REF. /�l Q ,�} � 1 lJ 4 grigigsgl°:°;41":11A1A11: D OPENINGS IN EUILDING ENVELOPE �T`"`\...Jll\ �^ Q j 9 4x<NEWEL POST Om G THOSE AROUND WINDOW AND DOOR .< J dl �W m j UI M _vw may} U h1 SL/FOIINDATIONSLAIT IUNT LIN SERBVILE ^� ,,'a `flI`II 1 �N `4 `9 `4D DISSIMILAR MATERIALS SHALL BE l� - 11 5P OPEN RAIL IyDi IGITCHEN _ iJ D. v KITCHEN D NING AREA oNt { i''.,7:4' PINING AREA I //I m 12. ALL MATERIALS AND WORKMANSHIP SHALL `V ,�' ooR.Jolsis Roo;TRuSSEs CONFORM i0 GENERALLY ACCEPTED CONSTRUCTION 1 z.lo;L 3-uz - ®za c. +3$19"_ O G m j / .-- / _,,,,_,5,,,, STANDARDS AND/OR THE APPLICABLE REFERENCED .- 3=&uz/ � STANDARDS 2015 INTERNATIONAL RESIDENTIAL CODE. d�N� � 0® GEE 6TAR< �O u � � �D BEARING WALL RAILING NOTES � � � ��--- � SEE bTAIR � � 13. CONTRACTOR SHALL REV1E4 AND VERIFY ALL RAILING NOTES SPEUFILATIONS,DIMENSIONS AND CONDITIONS WITH THE y% � (p OWNER PRIOR i0 STARTING HIS WORK.CONTRACTOR 9 \ ' © ', � � � 9 ' ® � � � � SHALL THICKEN PPRTITIONS AS NEEDED FOR PIPING, 8-Ouz' M -IOu," _ l-IOuz11 DUC WORK,ETC. CLOSET DNfLLING UNITS SHALL BE CLOSET / � SEPARATED FROM EACH OTHER BY � �} 14. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN \ \ WPL RAND/OR FLOOR ASSEHBLIES 5'$11 2'-1'1 \ - �\ ' THE FIELD.ANY APPARENT DGLREPANCIES BETWEEN bMOKE/ 9HOKE HAVING NOT LESS THAN 1-HOUR g DErE 0 ALNAL CONDITIONS AND THOSE SHOVN ON THE DETEcroR FIRE-RCSISTANGE RATING PER CODE. / Roo;TRusses OOI ., DRAWINGS SHALL r BROUGHT T,THE ATTENTION OF THE H ®za o.c, w FRCHITECT PRIOR i0 PERFORMING WORK IN THE AREA IN OO a ,1„."' o QUESTION. oR N FOYER .°;LOOK,Asrs -"'''.7 '''''''..- 0''3,,':_1' STUDY 4 o.c. p® I5. DIMENSIONS SHOWN Ai EXTERIOR PERIMETER OF m 6"o.c. tt PLANS ARE TO FAZE OF FRAME OR FACE OF MASONRY. LIVING AREA m \ "T, Q, LIVING AREA DIMB1510NS SHOWNATINTERIOR LOCATIONS ON PLANS BEDROOM 1 S c BEDROOM*1 3)zxs Post P.) 8-0uz" ARE i0 FACE OF FRAME.. :13' l3)2x6 PO6T �I OO �� \ b. INSTALL CARBON MONOXIDE DETECTOR IN THE BEARwG WALL \ \ O Roo;7rEs� \ \ IMMEDIATE VICINItt OF BEDROOMS AND ON EACH LEVEL. stEP m z4 o.c. O _ Dowty m rl Il. CONTRACTOR SHALL VERIFY LOCAL ZONING h1 , REQUIREMENTS AND SHALL BE RESPONSIBLE FOR -i \ O \ O SHAI�LLLBE RESPONSIBLE FOR APPLYIR ANDL.AND II'$uz11 0 / 111-8„ / 12'-I" 0 T OBTAINING ANY NECESSARY VPRIANCES. \ \ " 11 12'_111 \ \ giregog71717E: T THE ENTIRE V10RKPERIOD,Q Oa / / celuw.olas•6 00. . 0 m LL PROVIDE ALL NECESSARY SHORINGULNRAL SUPPORT TO PRESERVE- , \ \ \ \ \ EVENT MOVEMENTSETTLEMENT ORO m 4 RA'7 A6 1m COVE ,' o COVERED 9. PROVIDE TEMPERED SAFETY GLASS WI HIN 18'OF Q PORE rtY of Q c P./ R PORCH cp (` PORCH (Y (Y FLOOR LEVEL AND ALL OTHER LODE DEFINED d s. "m � Y Y Y _TJ HAZARDOUS LOCATIONS. k ' " g '-0" ----.T . '" '-311 '-4" 3 BELOW 20. DIMENSIONS SHPLL NOT BE MFJSURED OFF THE DRAWINGS&li SHALL BE CALCULATED. \ \ \ "z-.-----■ ■ NBUEL Posr . � � \ \ \ \ \ \ \ \ \ (v sa.s vz"LVL PORCN aEan 1. PROVIDE CEILING EXHAUST FAN IN BATHROOM. EXHPllST DIRECTLY i0 THE EXTERIOR I CONTRACTOR SHALL USE WHATEVER EM= NECESSFRY TO ESTFBLISH FINAL GRADE ELEVATIONS � BEFORE CAMMENCING CANSTRl1CTION IN ORDER i0 � 8'-4° 12�-0" ASSURE PROPER DRAINAGE OF SITE AND TO MAINTAIN N 12-011 6' 6'-611 13-0" 8 REQUIRED DEPTH OF FOOTINGS FOR FROST PROTECTION. -, 6-O 6-0 6 3-8 4-8 6-O 6-O 6-6 23. WHOLE HOUSE VENTILATION SYSTEM REQUIRED PBR C, / / 13'-O" / / / -4 / 2015 I.RC.CHAPTER IS AND WITH EFFICIENCY PER TABLE � F.• NIl03b.1 z w � 33-4 33 iffETA'NANDIfitikN.Ft,F DOOR TESTING FOR AIRt w W�i7FOLLOW REQUIREMENTS OF2015 cccpyyy �1�G BE COMPLETED ON SITE). j LT, FIRST FLOOR ELAN APARTMENT A SQ.FT.=1,413 SECOND FLOOR PLAN SCALE:1/4"=I'-0'I APARTMENT B SQ.,=I,585 SCALE:1/411=I'-01' ° a C7 TOTAL SQ.FTB. ;T. =3,058 o MOTE:APARTMENT 50. INCLUDES STA Re A N F pG�C�d�G��f�1]QG�1� LL ; NOT FOR CONSTRUCTION z 33," l'Ili!Ptilc,'AE,TIS'ontE" 441. V,IZIEMIa-mEPGRESS 2,-0" 24"MIN. 4 g SYSTEM,I/NOON SILL / IF11112'4;LZSIE ,-6/.i4040,to-\ 12, t t DETAIL e 1'-0''OVERH.4NG-% 2 V ROOF / `,A ,2En'A / 1) 1 , - 11 EXTERIOR HALL ., , _., .10 FLOOR JOISTS I ' WAI:11=.11°N / WATER.,t IGE SHIELD @ SAVE DETAIL , ,..„....„.[,..,,,...) . 1012 1012 i'-0"OVERI-1.4NG , '6 =5) '..,,• ,`,,, E''''°7 ,, / ''Y'°•,'-'''' 5 i'-o"OVERHANG / 8 -\\ , PILASTER AT MID , 8:12 • SEE DEI,11_,e, ,-II,'II: Z ',11, CONTINUOUS ROOF VENT- 1 Z -1 ,- / 812 ), '.1 1 41)2"-,44 I t A \ I \\_ i'-ou OVERHANG 1012 COVERED 412 E . . (1.., / OVERHANG f---1 12.-o" 13.-on . • FOUNDATION VIALL DRAWING NOTES: '<t 33.-4u / / ligagEMEMIX2rit 1;.glIgIVONUSSIL A TI°N(R-5) ROOF FLAN 1.ICE AND WATER SHIELD SHALL BE PROVIDED IN HATCHED AREAS AS PER Lid/46 NYBUILDING FROM EDGE OF THE ROOF i'14?Tgr)2. I .,= S CODE REQUIREMENTS; THE EAVE TO iRrEMI''''''I'LATI°N SCALE:I/4.=V-0" A POINT MINIMUM OF 24"INSIDE THE EXTERIOR WALL LINE OF THE BUILDING 2.ICE AND WATER SHIELD SHALL ALSO BE PROVIDED IN ALL VALLEYS AT ,f5 cl FOUNDATION PLAN BASS STAIR WALL DETAIL 0 DORMER WALLS AND AROUND AND SKYLIGHTS c.':',' SCALE:I/4"=1-0" Nv0A1 EL JETOT,I,L INSULATION R = ° U POLIAIDLIUKIL\E17 i i' ,E,i NOT FOR CONSTRUCTION `` LI 2_1c',',1 IOU' PLATED HOOD TRUSS NOTES INSULATION SCHEDULE 4 i,ozgizz,nn.,-. loTIHNX,Iii_sLE MANUFACTURED WOO TRUSSES AT SPACING PER PLANS UNLE55 NOTED RialrEN1r0FI-eiE FIZ617/1-N'17ZELOEDM If.1%r'SITTAT.AND'HER ENVELOPE COMPONENT PROVIDED _„,,,,E ,,,,,,, 1 ,,,,,,,,0041 'Li,7EA7,12:0:4 5:70,si:1471;i1Ea FASEZ 7 A IT 7:'T R lUE5:DI g FN TOE THEE'IAZTT E 6 T EXTERIOR NALL R-2I v'i, ... a, CEILING IN/AUIC, R-36. 4.DC-SIGN LOADS: CEILING 1,110 ATTIC WA F;')4=o'.I'L'oe.'42,e,-,44\tillii Aligiii ROOF TRUSSES L(11,,V1:1 11=1):: :54SFF FLOOR FOUNDATION 1,NALL(CONTINUOUS) TVA R-I5 0,:/),=Afigi,,,Tli:;LHORD): IC5/ZFF FOUNDATION KALL(CAVITY) R-I9 SLAB EDGE INSULATION TVA I . 1) i!EELioNTO5RANISEFSP,2,KirmANuE FOFF,,,,,,,NLBRiri:R:pIETEIN5D TiNsALTL,EP_ra0NRITRTT,IA_END GLAZING U=033 I I . PLACTNIGZCICZEIrlrILDlir1=NE5rE70InAl'NE'.IFI"Ti°'PRI'T° ENTRANCE 000125(INSULATED METAL) U=033 =, 1127SUgln,ff017=1-T1;'1'Ngl.E2'1"NTS PER N" STUDYcaais I COVERED z'T 1 1 PORCH a" ItH6,1AFIA,„1":Fliu s:EFI:FP TPEI Fii EE TI FS JA Tiiiii Iira'F 20 E .=-57_,TER,SLA,,,,R,A,TTEOZ‘NC,OUrrT,POLTT;1,ABLE 1101.1 NEVI I1 *CEILING INSULATION PER NI102.2.1 I ' i°NOTAEETI:fliLlft1704T1Ea7ASNEFITVIAFCCAOETIFSYNTIZS"TF'1174°:Et i ;All' 11111111111114gMMMMMI1 '=="MM"I ,Top b,„,,TE"-' 9.LIMIT DEFLECTION IN ROOF TRUSSES FER LODE. 111./..E.......al 1,rAtnr= ,..7"' 1 1 i%T;g4'11.7.4. FRAMI NG NOTES 6 ' 1Z71:EF,,,,, i 1 I I'''7'":' f"".«.:11,:,,,,1 I.LAMINATED‘/ENEER WMBER(L.V.L.)SHALL BE MICRO-LAMS AS 'Ck' MANUFACTURED BT TRUSS JOIST(DIVISION OF VEYERHAEUSER).E=1900,000 11 I COVERED FOYER h -' COVERED '' =.1 P.5.I.MULTIPLE MEMBER L.V.L.BEAM,INHEN TOP LOADED SHALL BE 'i PORCH 1 -0, 6ONGRETE FOUNDATION/SLAB NOTES IL 1 -- .' I PORCI-1 , iFisHE1TITPuRRicHililitiFF\ITIOi-i'LX,ITETAFiaL°AN'TE12 , 1 1 1 I.ALL CONCRETE FOR FOUNDATIONS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH C;4123=71,11UTI'ZIGNX;1:3STE°0PFSII MZZT.'2"A'A SLUMP'4 IN'HES' --1.1-1,1V., .5 1 - _0,,,,,, i i _raimm.mw ,=N=.2f1 ,:,iIiiiIiiiT `fr;',I'N'iti ItiFFTEE,2IFFEEFE:`,:':ELTE'LE,,,swaLiEFZIFDT:Euat°E4ANT Zi,Vm"ZA=EDRE);-Acig"."-Y"'mmuFA`TuRE" UNIASS.E 30T27,15E INDICATED,HEADERS FOR EXTERIOR HALL OPENINGS 1 UNFINISHED ,_:''' .5'°uFm,147F1TvEra„'''IL:1171:13RFeillIFFI'IALABilEirElEt7mi.IT'F'1:DI'Z' A I=0 :.,,,,,„.1111=EeS€S20=111SE INDICATED,HEADERS FOR INTERIOR NALL OPENINGS 1 'BASEMENT -,•To 1 . -...7 4.ALL CONCRETE SLABS SHALL BE PLACED ON A MINIMUM OF 8 INGFIES COMPACTED GRATULAR FILL(SAND/GRAVEL).SLAB BASE SHALL NOT HAVE HATER ADDED PRIOR TO PLACEMENT OF CONCRETE. LTP,RIMUNDERSLAB VAPOR BARRIER AND INSTALL PER MAINFALTURER6 PAIR711-1'01-NESFULT.°15=1,1AliE°0P.'F'S AN"EI-°"A"PA'A"EL Ll .,'-,-.. ' • iEiliEgrA74:,-Zrgo°Fi!FroR:EZ5E=DoZERZFE 612i1L'I'PEEriRbarGaFEjo:rgi7igir°.Ft''''F':I=gl'I"T 1.PARALLAIN LOUJMNS AND BEAMS(Pap SHALL BE AS MANUFACTURED BT < 'i < TRUSS JOIST CO.E=2,000,000(FOR BEAMS)AND E=1,900000(FOR COUJMNS) c.gg ' SECTION A-A !2,PARoOsVTIgERFouRfN.JoTTGo/NSOLID BLOCKING AS NEEDED TO TRNISMIT VERTICAL FIIMIZZE',21E111-ENTSTA13 tELETT:JELEIN;FillIFTtEPT: LEGEND WINDOW SO-EDULE 0 SD.SMOKE ALARM OPENING SPECIFICATIONS 2FT.11 i I:it:t5 N)STETIP UOEFENN jNil TEcRi I IT A 1 TrtiET ET I G.D.CARBON MONOXIDE ALA. "NIZVWR ....1F6.NAfrE "N"1-11"1ZEL' UMT°"T°'"'ER R.Tiig,71. R°UtgrriN6 6L4',GV,FliTil'i-E ..FT.VENT E6i/siFiGEAR IC,11gIV=INE6S Ftizii,v,r,:: REMARKS UNIFORM DISTRIBUTION THROUGHOUT CONCRETE. O ANDERSEN DOUBLE FUNG T14210410-2 5-11 3/8. 5.-0 1/8. 20.90 11.66 5.81 31 713" 26 1/4" BEDROOM EGRESS UI ANDERSEN DOUBLE FUNG TIK20410-T1130410-T1120410 7-5 1/2" 5.-0 1/8. 24.85 14.20 6.11 33 1/8" 26 1/4" © ANDERSEN MING M251 2.-4 713" 2.-4 713" 3.90 1.10 23 3/4" 6 1/2" © ANDERSEN DOUBLE FUNG T112032 2.-2 I/8. 3.-4 1/8" 4.21 2.48 2.41 21 1/8" lb I/4. TEMPERED GLAZING © ANDERSEN DOUBLE FUNG TVI210410 3.-0 1/8" 5.-0 1/8. 10.45 5.83 5.81 31 713" 26 1/4" BEDROOM EGRESS STAIR&RAILING NOTES: UI ANDERSEN CASEMENT 6235 4.-0." 3.-5 3/8" 9.90 9.00 4.60 IS 5/16" 14 1/16" U 0 ANDERSEN DOUBLE FUN& T.126410 2.-8 I/8" 5.-0 1/8. 9.01 5.10 5.08 21 1/8" 26 1/4" 1.MAIN STAIRS:14 TREADS AT 10"(EXCLUDING LANDING)8,16 RISERS AT 7 1/2" 2.BASEMENT STAIRS:13 TREADS AT 10"(EXCLUDING LANDING)&15 RISERS AT 7 5/8" 0 ANDERSEN DOUBLE FUN& TV)210310 3.-0 1/8" 4.-0 713" 8.03 451 4.48 31 718" 20 1/4" 3.GARAGE STAIRS:11 TREADS AT 10"(EXCLUDING LANDINGS)8,14 RISERS AT 7 1/2" OS A BOWMEN KEMP SLIDING 4040 PER INANUF. PER MANUF. 12.1 6.72 6.72 BASEMENT EGRESS 4.STAIR NOSING SHALL EXTEND 1 1/4"BEYOND FACE OF RISER,RADIUS OF NOSING IS 1/2" k' 5.PP OR?NT'DIDTRCE'CNTI TL Isi,'APIXESIFITTin la ITTIO TAH150T1 If LDIIITM2BFETL 011ENFTLFIIEHBTOFTTOM IR I S E R Fic,LATLTI:::,11N'IL:OES,FLPEEFilli NTEF:ii47E FETISENN7R,"1 ollEY.'' 7:1,1,12\NTAJT,EGUZIan-gZILGBIA,12-WZT.E,),ligtcsV4,1177s17,2RDEEsHALL Nur EXTERIOR DOOR SCHEDULE BE ALLOWED TO PASS THROUGH(SEE SECTION R312 OF NYS RESIDENTIAL CODE) 8.HANDRAIL HEIGHT ABOVE NOSING SHALL BE BETWEEN 34,ND 38" COMMENTS CITY IDAYLIGHT,VENTILATION$EGRESS SGHEDULE The...Model.TS-210 2,8,6,8" 2,10 1/2.'.6,10 1/2" Thermal,.Model.TS-210 .,-1 VENTILATION(SF) 3 Thermo,.Model.TS-262 3 RAsiTARLE Room RA0oRF,A,NOL DAYLIGHT(SF) SO.FT.OPENING E6,Ess ' I' FT. RE0,1,1g1,4-11=OF ACTUFAlogg-50.RE0=111,R4,,,OF AGTIFJA,L0=50. FOR EGRESS 5 :,,' , LIVING 4 KITCHEN 4 DINING 416 38.08 38.8,5 11.04 24.30 6.11 WINDOW INTERIOR DOOR SCHEDULE '2 Y'D,. ITEM ti UNIT SIZE OTY BEDROOM.1 150 12.00 21.91 6.00 16.16 5.81 WINDOW ','' LI,4 t BEDROOM.2 13.04 20.90 6.52 I I bb 5.81 WINDOW 5 2,"x 6, 2,6.'x 6,10" BEDROOM.3 181 14.48 20.90 1.24 II. 5.81 WINDOW 6 2-6"x 6,8'' 2,8''x 6,10" 7 P )-:'.'1+' STUDY 60 4,0 10.45 2.40 5.63 561 WINDOW 1 9 8,0"x 8,8. 8,2.x 8,10" 6 POLIAMPAURnEW i' ,''';' NOT FOR CONSTRUCTION - LI.',',',,, rp7_-IA°N:" ii,'PILF,6)LEZED =Jr c.' BUILDING LINE BOMAN KEMP CLEAR LEXAN GRATE COVER BOMAN KEMP STEEL SAFETY GFRATE airR.,6BoARo-, '''''7LRZARI' 111.111111111111 il BOMAN KEMP 404-0 .-. . , All FINISHED GRADE LINE APPROX.3" '-' "EASY-BUCK" ... n BELOVV WELL SLOPE GFRADE AVVAY 4'-0.. E , NET WIDTH OF PATH=21 3/4" , o, rD°E5,1fp'Et ` : FROM WELL (20"MIN.REQUIRED FOR EGRESS) R507.2.0)Ti.,,,,AL ROOFING SHINGLES SEE 12 "? BOMAN KEMP 404-0 DOUBLE INSULATED IntlffiRM, NET HEIGHT=45 3/8" LEDGER BOARD DETAIL 0 Roo, ,,,, "TiAloET-R0,,,,;-'AET,Fg`,EuLT_ALI=" V,,, ,,, VINYL VVINDOW ,..c7',..„,„. I__Ill__111_1, 11111111 FOUNDATION UNE 1111=111 BOMAN&KEMP 5236-60 , ''' rdif:Fis'F2'ojThia2!ENV BOMAN KEMP 4'-0 ESCAPE LADDEF2 INfirliftifiark III (WHEN EXIT HEIGHT EXCEEDS 44") 11: ,00 i/2..,,,,,,A,i3oARD IIE::1,,,IFNJ1,7ii:Js1°_,FNIFR rit'TKR=VS WITH , WOOD TRJM AS SELECTED ,,,, I P GFRAVEL BASE 7 lb. FINISH FLOOR AS SELECTED ,,,,,,' '1‘,,,'.1 L.'.. ' BOMAN KEMP 4040"EASY-BUCK" ITNZTU:ON BARRIER 'li I, 12NVAITTORLIlfilITRIGIII:G aA11E' 14"64E1.1'HEEL MID SPAN ,,,,,! , L_i_,(i \ ..•'1‘.1 919119W , Ill II' 711117..lp CO 0' 'S'_ --- i BOMAN KEMP 5236-60"EASY-WELL" ' VS1111 ittisilloNN R-3e, ET3 ..'ffIl =111,111, limall .. '-•-.4. (GRATE AND LEXAN COVER NOT VAPOR RETARDER y 11, 4111. ..,,,T, .....1111;11111,1n,11, 2#4 BARS SHOWN FOR CLARITY) -1/16.055 SHEATHING loo111 ir WELL DRAIN SYSTEM BOMAN KEMP 4'-0 ESCAPE LADDER IiiAmi,ATIlinrjjo%r IlL 6'FIBERGLASS BATT IN.LATIaN(R-21) 17U071=TS 1— , SIMPS°11111-11R.I'AI1E.11"5 BOARD(OR I/2. .t=r11=111111,... 1 Ilt1,,A1 II WIDTH I '4. s I.UBLE T°1'PLATE ZPATII;HZ-3 PLAN VIEW WINDOW WELL SIDI.AS SELECTED 10 iL/2:':II"617: ,2"N'TEADLUVIIL SOFFIT 7 0 lT1141TITIlt*I4 -41411114111 36''PROJECTION REQUIRED FOR EGRESS WALL SECTION THRU. WINDOW WELL T li I 4 MIL POLY VAPOR BARRIER BOMAN KEMP 'i 7E,BALL SECTION,,ALE in_i._0.. • NPICAL TRUSS BUILT ROOF SECTION • BASEMENT EGRESS SYSTEM MI , 0 _,.. 11,;VILETKRZN BARRIER 0/7 WOOD TRIM AS SELECTED i „I/2" L FINISHED FLOORI.AS SELECTED 2TE.iu2E,:S,.\TFIU-rDgTASIII0(:G,,i-_16/2DET.OL6L54-'T2T 1rA' >I11pP4t..e.d,‘‘,\‘‘,,,,,,‘,,\‘‘,,E 3/4•ADVASF2O,NiRTL0sEIDTCFHFLBoLSROoUIDOBRGFR LJINOO6OISAR0TS T aMID16.S0PA.CN., AFI,D,L.RRL:O:TiHUANFVEl.l'PTFIEFPEERFCA.r7I''11HDOa-N/FiE 2" ;/;;N:; I /„TAE9I:R4'1)R-FiU—°P°S T6I-NG— ..__. OS: HANDRAIL DETAIL •o 0',PM I I t 1 11111 L 11 300 i HANDRAIL • C:ga-- 11-/ATI,1,216,1# "N'TokF,."5.17=4 UMEB6UME6AVIA'—\, ' 4.40 .4 BAR CONTIICOUS AT TOP 2"MIN. UNDISTURBED EARTH PLAN ' ELEVATION \ \ 440 "OL Hi 2.4 P-T BO OM FOOTING DRAIN SECTION 0 5 '>00V/ /00/ ',10 IlIgnAj'DTIOx:'1'111PINLITTIEF:EFRIn: SCALE I"=I.-0" PILASTER DETAIL ' 40 ,tr-i,=,TatE-,q,):LrzAFLi-,_AFiz-- SIDING AS SELECTED 40 1,50/111:1:':11::11,FLJRZr BATT 40 . 40 't .0 40 CONTRACTOR OPTION: TX'71=4/1: ,,0, 1.1.BAR CONTINUOUS AT TOP O. g; 0 r1=EXTAII:DULP=VR!IUFLIS_NIALL li 01- i 1 Fit,,,PlcotREE'Iti",7ER ° 41 FeTiiiiNilDT'oariE-L:74'4" .4 i,,,,,wNriNuo. =TEE'''PET°PF"' ,i: 1 4,14:F1:4EIE°7117„mi40EVR FIBER riSiaFRiLlig-04LF,E="1 ' 4`a"sLAB(g°1°,112EPIV,HK:01:Fl_ 10.11 == $ '-g' i ii, O. 2, 0 O. P '1:;0'00°1'7,T.LaZor,TE vIALL ,,,,zi„,,,r2LAL,,ER .4 BAR CONTIICOUS AT BOTTOM .(---- 8"POURED CONCRETE WALL i SLAB(4000 PS.1,ki,6.- ZgF,,L1211VRAVEL VEIVITAL!1'2"°L I FtA°:E'TP°ANCE'TED l'1C;PIRE BAR*'2"a' ,0 ,6 MIL POLY VAPOR BARRIER "BaA121 SRL%I I=4 .4 BAR CONTINUOUS 4-b 0 .4 BAR CONTINUOUS AT BOTTOM 07_, .4 BAR CONTINUOUS 111 8...16"CONCRETE .4 VERT BAR a 32"0 L I<t • IIIM' , CO.RETE)1^1/2-.4 ti '6 FII'irliGHT°R ST°R" '-'L)- ' ' : \--_(—.TI‘E=PI= 'HED ME _''W"I''' , .O 0. \ - , 0° \ 1...sm..,EARTH 1=1°11:1"7,,E4`1F1,4°To"A,FE' 'IZI-I‘I':EgilEIISIDTTPgERM UNDISTURBED EARTH UNDISTURBED EARTH E,'"U:1 igil'i 11-11C1,TR'il'-'0NDR 1'1 1.1E' 'F'i":ilia I FL UNDISTURBED EAR. >,.,,,, EFRAIN M SI'MI.'HT IS laNTE-IrT BASEMENT PORCH AT GARAGE DOOR GARAGE I 4 TYP.BALL SECTION BALL SECTION BALL SECTION MALL SECTION 10E1UPARnE17 NOT FOR CONSTRUCTION TOP OF 6LAB TO BE FLU6H WITH TOP OF FDN.WALL HERE M iiii:ii:iiiiiiiririp - —a"FOUNDAnON .M l�""iwanLNNEN. ..���=�"�IA.: '� WALL fTYPJ 10� m 0, `TOP OF FDN WALL TO BE + N (V�m W V a HELD e"ABOVE GRADE �iuiU1i :uiiIIIu:■■■ •■•�■■■■■■\ r� EARTH _ �MMAIVAI■■M■�■MIfiAg■AI■ R'S5L"! 5IIIIE '�L'S o �r rrrrrrr��. . .m TOP OF PLATE TOP OF PLATE N TWO GAR GARAGE 1 [ 17111 p 4"CONCRETE GARAGE SLAB, 1 1077111 4,000 PSI WITH FIBERHESH e i 6 MIL POLY VAPOR BARRIER DI D E D toP of FDN. � � � toP of FDN. � O O v v DQ SLOPE GARAGE SLAB o TOP OF FOOTING TOP OF FOOTING 1 4'FROM BACK TO FRONT a O ii 5 O , , FRONT ELEVATION LEFT ELEVATION N DTROaPD 0OR wG'ANI TEOOAEGE Scale1/4"=,' Scale1/4'=1-0'' wzO ti `� 0 R S•I N C FOUNDATION NOTCH(ttP. '', EACH PASSAGE DOOR I�" 9'-4 I/2" 1," 9'-4 1/2" 1'-4 - �� SIDE)SEE DETAIL© / / Ma60NRY OPENING / / MASONRY OPENING X FOUNDATION NOTCH(TYP. _momo w mo -E �� EACH GARAGE DOOR J I u I u I T� T�I I I'— VI / 24-O" / SIDE)SEE DETAIL 0 J 1 LJ u 1 1 1 1 L may�� `':' m 1—i 1 1 1 1 1 YII 1 YI 1 L 1—i 1—i 1—i 1 1 1 1 1 1 I —1 1 1-11-11-11-1 b I] ill u 1 a I T T 1 1 III 'IL L FOUNDATION PLAN 1- u u u u u ITI a L � Scale:I/4"•f-O" T1 1— 1 TLI TLF 1 IT1 1 TI L `L+ JEiII Ilu LH 1 I—p1—pI IL—I I LL1 1 IL-11 1 IL-1 LH 1 IT 1 ITI IL-11 1 I1— W ,a'a H iLL 1u1 u1 I 1 111 11 1 HIII1 IIL Z svp� -HI I-HI--11 1 Ido{ ill LJ1111 IT IT111111 11L n'J . / 24-O" / }TOP OF PLATE }TOP OF PLATE N < \ \ \3 41h \ P l f up KI , ', 9EE STAIR RAILING;14 ON DWG A-4 iOP OF FDN. 10P OF FDN. O O =9 9 '',' , - TOP OF FOOTING TOP OF FOOTING 5/a"BHEEIROCK ON CEILING 7 i REAR ELEVATION RICH-IT ELEVATION O Ox 0 O Scale:1/4'=1'-O" Scale:1/4"=1-O" TWO GAR GARAGE NYS PRE-ENGINEERED �ATTIC TRU66 a 7q"OC.- r OJ 'v c 2.6 EXTERIOR WALLS m d FOUNDATION OUTSIDE FOUNDATION OUTSIDE v\ O/ 4 1/2 1 / INSIDE 11/2" , INSIDE N I ni SND WALL DIMENSION SND WALL DIMENSION �� b THICKNESS A" THICKNESS A" \ \ 6._0.. 6•-0 \ \ X4 4" X4 4" X6 2" 2X6 2" FFF+++ / 6'-w l 11'-1" I 6•-S, / v C7 24-O" AT GARAGE DOOR AT PASSAGE DOOR a p.WL-4 FOUNDATION NOTCH DETAIL® FOUNDATION NOTCH DETAIL® w W W x SCALE I"=I'-O" SCALE I"=I'-O FIRST FLOOR PLAN a Scale:1/4"=1-O" a O poLglomo 1LQn17 NOT FOR CONSTRUCTION z!,v,