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PLANS C, > �z L 7� _ion �J bL% 52'-b�` 2JI-b" �12'4' 22'-0' L x s7 tj -0c. & 5UPPOR t ORGH STEP TO 6RADE I AS Oil?, 'T FOP*j P IS A 2- 0 G c "U vwc(� -X� q PA, 10 5LA0 - ---------- PER L06AL GODE5 AND 41 REINFGRC- ;q r7) E 1,61NEER5 5PECIFIGATION5 -h b2'-b T. >( 21 414 qz ED 'G% 4n DROP N 5% INER NAIJ, PE,R PER 5IT 'C WN.) t :TE -GONDF, IONS All. Xr—, - 1 9 :3 .4 'C I (�OUNT I R VERIFY STAIF j LAMM— A� TE�f:R N A T I V E FLYORI -I E j A 5T' T M 15 TO BE e�7 n7) 5 4, 1�1 t � -7 Cl (p PT -,C 119 4- 1,l) In 1- 0) ; -, , " 1 11 , , - 1 7 Q LL If, IT LL p LL LL C):, (0 C) Q) 711 A 1�41 10 04 a n U ED D LO ENOI.N61ERED BEAM Ft NDRA La VLI S RED �0 Nop-g�LULS US D OM J (D 12 it It L MN 42V2W F05T PAD?V#4 MR6 42.42W'W%P05T FAG W%4 W5 13 1111,OL.MH my FOOTI C, w W E X" C �TE/IN 14 pp KPEA�4EYARING, U.N.O. WNTINUOUS lb"NA2"D --TRIP N (n 0 '4 �1%KI&N 6XD CM F 0 R 7(P. STEEL'P05T 0 TO DE USED IF DEARIN6 V MR6 N 2 114 BAF6 ICU E30� LL 15 USED IN LIEU 12 (W 4 , A �-1 15 E30L D� TOP� OF GOL)MN5 S, -I F ',4-S-f3 k N Vi C4 0 r TOM F r F 1,AZ.Z 0i 0. '77 L'- J L--- 0 10- , 11 11 . -­. -� LID IF 7 , J --O�" -C� _oj 4 It I M C: (D 4 7� T Cj TYP 047 (D j 00 04 (0 is) D- C" ON-41 0 LL LL LL LL LL d Q T -,j ity IL U- '10 M- IL L CE IL Ly X H\6 AS REG.'D. (T-(P f _7. DQVqN SLA DI I URNED " A D D \j RGED v V TAINER NAL.1- PER­ 14* GONE ITIONS I I EZ 41 % OR PER 5 TE GO IA) r EKOF IN 5 J.11 11' ' 0 7 'I, /> ' 5LABI� 14, *L A 0 8 A R A S E. E PER LOGA WOE5 AND r7 C -C I�ElNfo�2 'IN R5 5F LIFIGATION5 lot-10i" -N, EE 4 -3 -011 24'4�' 101-0" 2' I& r5L!J� 0 P 5--1 41' Y06 F r�T�p 5 L A B-V-410 I 10 NN M, 1A �4 -------------- PROVIDE C SUPPORT:FOR NOTE I&W F00flw,W 244 CaTN(Mj PORGH STEP TO &RADE SUb-Fi A5 REM 5HEATHIN0 ADVANTEGH 3/4" rLNI� M- �Tkg3 ��KFRGH AND JE412f�Y T�6 \-,(,OTIN6 UST BE 4'-0' L I �Al f T S1.0(5RAPE OR DELON BELON F I R5T: H WOOR FP,65TLINE PER 60DE zi, 6 % NALL 5HEATHIN6: < IMPORTANT,NOTEi.TH15 USE Y2` 05D E30ARD NC na, -2 < FOUNDATION PLAN,HAS E,3EEN NITH M DESIONED FOWUNIVERSAL EXTERIOR OLUE 0.V INS MUST BE UW104 NOT C, ONDITIONS AND E)OES NOTE: SEE AO.1 tt 0.2 ADDRE55--A 5PEGIFIG, SITE. FOR FOUNP,-^\TION AND COVERED BY A `15 MINUTE IT 15 REGOMMENDED HAT :T PEE3AR DETAILS. THERMA THIS DRAWING IS THE Pl�()�'ERTY OF 1, __N 1�j ARCHIVAL DES GN, I C. AN MAY NOT, L C!7�- A) REPRODUCED OR PUBLISHE.) WITHOUT,' TOWN 0 QUEENS[ URY F THE SITE 5-T, A�G PETENT rye 71 -BUILDING DEPART&ENT R WRITTEN PERMISSION. ARC�IVAL DESIG] SAMPLES E3E . -AT REFERENCE TO R403 �RIER SOIL TAi��EN 4 404. SOIL TE5TINC7 LAE30RATQf;Z . Based on our limited examinatlim,compliancc-. ASSUMES NO-LIABILITY ANY�HOME ATIONSHOULD-E3E With our comments shall not bi construed a4 ST UCTED FROM THIS PLA, IS THI FOUND N R �J. 'ations are in' RESPONSIBILITY,OFJHE P�:RCHASER 0, A LdGA' indicating the pI mdolFIED E3 an and srcif c 0 PUN TO,,PERfORh1 THE FG full cOmPliance wtth'the uil(;ng C de 'o PC F- ., ­ ��'. ­I e,�� � ­ � IOWING BY NO 5TRUGTUPAL EN61NEER BEGINNING.ACTUAL-CONSTI UCTION. 1) BUILDE R OR CONTRACT R MUST VE -KN FAMILIAR NITH LOCAL A' < New York State. L p NDITIONS TO GOMPLY f-n�Mz (, . : . - . -1. .: -:: - - E q RIOR 100 1 LATION IT r PA P 8 t I U 3 1j: DIM NSIO1 S JO TO,CEEDIN G U ION. NITH I NC?a AND CONsTR CT THE.FINL G)y 2.) CONTRACTOR ',dUST,,VEF:FY COMPLU 0MR(j Q REGOMMENDATIONS OF-THE AU'LOCAL BVILDI.Iq� COPESJ A t I IN50L. f SOIL TE , ­ : - I , - - :­ N 1/2 STING�. E3. HOMI, !S�10'13,2' 0 A G(FSUM [30. CONSTRUCTF.I.: S"I �Ij 3.) PLANS,INDP�ATE LOCATON L �6STUQ viA L _QNLY, -: : : �­ : . .-FNGINFERINf, APSEPTS 3HOULD,-INC J'L 1)1 i""I G & I's Z 1-p-i-,,,t- , -_p §iTE�CONDITIOI S. SLOPE SLAB. TOI�ARD ACT AL CAUTION,MUST BE EXERCISFD IN MAKI DOOR (g CHkNGES To IS�Pi��1 0 lax�Am OOR 5r5TEM Tit . _ AUAL E GINEER SHOULD ATTEMP.­MODIFICAT PER.FT N U It >< "N KVEP��MINOR CHANGES.IN,,'-;NE�AREA 0. EAD HOUSE-COULD L TO�MA OR PROBLE -PT.-.5 L�P A L ANOTHER AREA. 'NOTICE.: JE IL '-4 GO G.�- L I I'— N 5 adj ant A Uvvz:Ukv1,6 a— ... B to )edroonns and on each r oor ev including ce ment. 4":ORAVEL 16 KKK ecl Ilar or base SQUARE - O,TA &carbon monoxide MIN. ;� p .I,- I , All smoke detectors, p -b" -ad vjith 4im-b" b detecto t \/APO A 2666 �5`QYT. BARRIE u ca T-10 �'4!. its shall be In orconnnect battery bAck 0 drid lo ted on all I 5 10 r 5LA13 rn GONG 2bi-b" FOUND. carb 4" NI rb"xb", NO.10 tiiwf�39 am"', �A.M7 OL NALL -321 4 221-1111 .7b4o EMEN-� 6 2 1 1 - , ­ OAS 7 OORr FL j t4 J GRAVEL r E5 —5 e - �c - � ': - p L A�� cil-O" GEILIN6 HEI6HT SGALE: 3/16" 1 A)7') r 0- FOOTING 15E 4'-0'! z 5U56RADE -BELON OR FR05TLINE PER GO bE J01 NO ca z `C 2xrq STUD VqALL A P.T. SILL PLATE NAILED TO SLAB P4 N1 GONGRETE NAILS 4 30# FELT UNDER P.T. SILL DA'rE. _7 REBAR 0 tH4 GONGRETE RATED U BAR MOISTURE BARRIER FOO TI N6 DRAMN BY: CC) NOTE; DEPTH FLAT DEARING . SIZED TO SUPPORT VERTIGAL LOAD5, E- SURFAGE�OF FOOTING..i-iUST BE (vt�c (9 N SEGTI� L 00V�V`!Ii L 2/A2 1 1/2 SHE >-,, 1� sET 2-1 kill 11' =iL " C RAGE BEAR-1 N.C--,), : PART IT ON FOOTIN6 SLAB SIEG J ON @ 6 A. A- 2 -1 112' T Oil 2 �3/A2.1 I/A2J q 12'-b" 22'-0" 2'-I° 17'_10° 2'-I" I PORCH STEP TO GRADAS � - � AREQ D. PRO DE SUPPORT FOR _ ' - _ `7 PA10 SLAD - ' ' •: , RI=INFORG�PR LOCAL CODES AND - , • 82'-b" ElGINEEERS DPEGIFIGATIONS I n I _ .. - I12'-5- 3-3 i2-4 � - Tu_ . 4"DROP IN.SLAB . .,..,;QED CONCRETE � ( PER 51TE GONIA) �E G OND I PER VERIFY STAIR G UNT IF - - o LANDING AI[-TI'­ERNATIVE�L _ o � 5YEM (S TO BE USED � . � I 0 �---� 5 ILL Ily- � X LLO C. �- 0 0 O 0 0 0 4 _ >�- SII 1L SII o � u- SII � u-- �'": ' z 10 � �;� � _ - �� � � � - � EN I N FRED BEAM � HANDRf�.I �X � NO WA��RED E D 0�5RTAIR SID=15 _ _ IZ -� � � RE �IS � I�S fi az'xar><le'coNc Posr PPD ry sa� Q Q Q az°x�z'><�°talc eosT FAD w w f� 13 ��'`� —ss , ®rOL.�LNwaY 18"X18" COLUMN FOOTINC�7'DL.�waY """- �' . II II II. TYPICAL BEARING U.N.O. GoNTINUOUS 18 Wxi2 D" _TRIP- 14 �, _ = II�1G To BE USED IF= BEl� ING z>��NGwr�Nexecct+c �� � ,�. _ - .,3 RAY N0: _REV. IA.TE/INITIALS . OR 6 � STEEL POST -1=00 Foonr�ry z�sn>7s,---' 15 � -- ' BOLTED TOP � BOTTOM ALL IS USED, I1� LIEU OF-GQL)MNS _ __ _, _ I I , r-- -� r r - - - � r--:: ( r- - , I . N6(1�lEERED BE _ �-1 w12x22 I I �a A .- \ 10'-04n 6'-3�n I 41_�n II -�1_�In II (�'-p�' .. ; II -�i_Il�n II Ili_�n II q�_y,1a � ... t - � t4, :. TYP tet" GO RETE 10 {O W -M ':'_, '-,. G y.� ON 4" "RAL/.GONS�RUGTION �OIN7-5 X100 �Q: FT. � '} 5 � - U • ` 0 —ter - . . ,..., _ - LL � O O ILL 0 I( I I U O I I U -1'�Y' U 0 � 0 .1 I I. � �i l U �I I - IL �I I In - L- --I _ O �. O ' '..-. \ � _ �I _ _ - o - LY= CQ I0 ICL TURNED DOWN L �p � QI _ AS REQ D. (TVP.) � .. r cII7 - m ' 'y/ \ II it I II II II LI - R 11' RGED GO �'• TAINER ,^1A_L PER _ GO i- �— SITE N�I I y TOP S 4"DROP IN 5L �- ((R PER 5 TE GOD N.) CARAFE SLAi� � _ .r PO , GH : LAS �I � REINFOR,N6INEER55�G�GATIONS I " - ' 1 In i In yr. •�r 1 lug• , 2 7� 8-011 ;� 5 4� ,�--0 =_I .� � �. 101-011 r 000 PSI CONCRETE=- � _ � �; -. a,+�-,- - -r •' -------- - _' ✓ O , ,'c_L_c_< fr -*rY+ t { r>•-/-tet r'r r.l j �1 'rte' I — _ - t Y 1 ^ I 1 , , I -< PROVIIDE SUPPORT"�OR NOTE: - 18X10 FOOTIIYi W 2-�4 CONTN(IYPJ :�' OTE• - -- PORCH � STEPTOGRADE SUB-FLOOR "- Q /�S REC�'D. SHEA �a THING: -_ � rl s ADVANTEGH 5/4" �. FOOTING MUST BE 4'-0° � - - NOT AL PORCH AND NTRY . SLB AREAS A E T B� 2 Ta6 ' SCB6RADE OR i3ELOW � R R snlNe PER GODS /. �'� -''� BELOY�I FIRST FINISH�LOOR I WALL SHEATHING: CANp- ' IMPORTANT NOTE: THIS . USE : OSB BOARD 2 � FOUNDATION PLAN HAS BEEN WITH M-2 _- y 1 IDR GLUE i .. - ' DE5IC�NED FOR UNIVERSAL EXTERIOR � , ` NOTE: SEE AO.I � O-2 ADD E5 NOT III � 5 N O � „ , ._. . _. � .. CONDITION A SPECIFIC SITE. FOR FOUNDATION AND I _ f / ESS OMMENDED THAT BAR DETAILS. � ADDRESS j E TO R40� � ;' '' f - f 501L` SAMPLES`BETAKEN AT I _ i'ais.DxAwlrre.Is THE PRo:ERTY of REFERENG � 404. :- . ;' rr: -" i � THE SITE E3Y A COMPETENT � �I (y - L•. - �' �'` """ ,- ARCHIVAL_DESIGN, INC: Atv2.MAY_NOT BE USED, ' `+ REPRODUCED OR PUBLISHED,1IPfH0UT THEIR 501E TESTING LABORATORY. , WRITTEN PERMISSION.:ARCc;iVAL DESIGNS, INC. FOUNDATION SHOULD BE i cV ASSUMES N0.LIABILITY.FOi.,ANY HOME CON-;. : S /"• � j MODIFIED BY A LOGA� = SfRUCTED=FR05i-THIS.PLAr'. IT IS TH_E_; ' URAL ENGINEER I RESPONSIBILITY OF THE_-Pt1RCHASER OF 'PrIIS _ , � ' ! PLAN TO rc� ; . � � ,-' . ,- - - , '- T PERFORM THE FG'.LOiYING.BEFORE - ,- � �; I. FAMILIAR WITH.I--OGAL - _ BEGINNING ACTUAL'CONSTh,UCTION I - CONDITIONS TO GOf"(PLY I ! 1) BUILDER-OR'CONTRACP_!R MUST-VERA?Y ALL \,a .,,,,• � WITH THE FINDINGS AND `DIMENSIONS PRIOR.TO'?ROCEEDING W;l'H - ''�" RECOMMENDATIONS OP THE coNSTaucTlon. G 2.) CONTRACTOR-HUST.,VEE:FY COMPLIANel ,SOIL TESTING-LAB. ATT INSUL' .1/2° cII'I'H ALL LOC.1L BUILDI IG CODES IN ?'HE 1REA WHERETHEUILDI'':IS TO BE GYPSUM BD. CONSTRUCTED. _ STUD..WALL 3.) PLANS INDICA'CE LOCACON'ONLY� OPE 5L B IF7° O RING.APSECTS 3iIOULD [NCOR'ORATE .f SL A ©, .G ENGINEERING •`'`'. � '. F> TOWARD._ `IST , CTUAL STTE CONDITIOI,S. DOOR @ I/8 LO Ps_ CAUTION MUST-BE EXERCISED IN MAKING ANY - °' tet- _, CHANGES TO THIS PLAN. .O�TLY A QUALIFIED PER FT FLOOR-SYSTEM _, - '*, '•: ,% ;` f' - ', . _. `.." ENGINEEB SHOULD ATTEMPT', MODIFICATIONS, AS. EVEN MINOR CHANGES IN-+'NE AREA OF.THE,- `' HOUSE COULD LEAD TO.MA.OR PROBLEMS IN ..' J P:T. SILL hLATE ANOTHER AREA. � - �� �. _ �4_ GONG SL/�B .� s ..' . � w! 6"x6"- NO:_ 10WW.M - ��++ TT 4 GRAVEL � .`sJ U A� MIN. o ' � � a E � DOTAGE _ \ `0, 11-b" i n t n t n I n i n 1_ n i u I_ n '"4. . . - -10 -4 � 6 18 I u'. ,. `: � �� •"+' VAPOR _ 0 ; %- BARRIER �5t FL � �� 5 � 51 �- � 100 � - 77 22 7 � �' � � FOUND. 4. GONG 5L 15.M ---. 12 I 2- I 32'-bl° 66-7 � wALL � w/ 6x6 .No to ww L •'I - - - h _-:..: ..........................- L � A N-- . .:...-. .. . .... ---..... 4.._ I IF �.=__ BASEMENT R T;A • ���� GRAVEL= ;. a'_O" GE{LINC� HEIGHT ; ` y SCALE: 3/16'.`- = 11-011 - - -FOOTING lv;=�.� 1`•`. �- );.:� MUST , �\� _ .� - SUBGFZADE OR BELOW '® YY x„ ,�dAI � - ;S a; EROSTLIN)=""PER GOI7E JOB "NO.. 2 o STUD. _L � ' jr- _ - c; ,r" / •,.: e <. ��0.' {`4` n` �l�,✓�':'J_` ! ��L7 r/-I'�rl-aL...' .�� !`r'- I P.T..SILL PLATE NAILED TO SLAB W/CONCRETE NAILS _ '11 r� ;;:a T��;�fi:� �n- � � � I I W � e: ° p . 30# FELT°UNDER P.T. SILL ':J' REBAR � � ' PATE: CONCRETE RATED ci O15TURE•BARRIER- _�• - t _ '� � _ , R>=BAR �t/_ - : 1 � - FOOTING NOTE: Di=PT.ri � .f=LAT.BEARIN��. � �1t .�" . SURFAGE'OF FDOTING.MUST BE T o SIZED TO SUPPORT`VERTICAL LOADS, � � �� � �i � S E GI ���, � �/—\RA�:L � Ii 1E3 w 2/A2.1 1/211 _ �,_OII � ,... ... ..... ti --f, , W ���� I �C� ���T TIO FOOTINE) . � A_� SEGT 0�. � 5ARA�E � SHEET NO.: - o /A2.1 I/2" = I' �" 3/A2.1 1/2"