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HomeMy WebLinkAboutCedarfields-Farm House Model A 5 - eIT 11t 9J "`',n:� t ,:a .(,'.' . 1 a , h _ " + . . �� •: .,. hpiw,''{�r.,Q'$ id d h kM4ut'rou#k be, idbkallad':in Eull cen Janke . , All work t r fi' . t �? fir ' . ¢ - 4 . av trm 'dE' ur4enea lravn ur{ .� .aot , kr,Al ,,,. ., e' e Rm. # ;, x Y ' a� xe :uireLobate,. 'l:l .l'aaa''L and., . , .er e. � ,.A ,... ,,,.,, ,. ,3i ��...,.' _ , 'P 'a ii; q @ .. �,p t . . . . „ ., .,. t' " eY'r 'Y•O : oI#:�� „'l�.dh'„pn, dhe pbk"t':'pt .=' lF+! I�«..�r-Rely '1” '• �i, hx,Y ' �. '_f '�' I •, '. e#e dt tt¢sg's!'f, ,No.4Vera h a p, ^,+' ::;zs trs archite'ct`b 'all v4tborzge, the cq'n'tractor,.tu erat,'t 'a ':bu'�'1d3'ng tlttrc, 40 FLA:,,,. . �,�, - �:5:: -..,., l,, w di.” Maydtr,; ' :..,. °_ - i. :'' }b` ot' ., ib.e' 34@w 8axk'- taee trudlazng carie'_ , , „ . , .. j - a -. 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'� „h#k � �;;5,:' , ',s,;; . , r = :i ' , r'--:" ' „ x::, 1,r -`a' ' `x9taih-:b+b1t �'i�k`d'k t�f•':sa- YA xve , '7.; 'itr Jura diction a, d, x d bei Q pe ;, „ rw ? ! ,1 aN1ui3edy,'I iia a beEe�egf thin# : #yceot ednisdeaue she Owner uith',a' f3naR cac;tlf�d�K bkar,a��r P.epekY fb ,aBaam¢a to bC„ .,,Per bqub'rt 'foot., x r 4 .- ._,. ,-r . ,�,.• :, $ p /l am F�.61�d14Wa 6'i¢YN#C. TV,MK: '1' 'P{q�t '€lir ,i'0. '4�:d ¢lr .fD,�ll C# ' •3✓r>.f' 'C�'?. " _ _ _ __ _ .. _ .{' . 7 drawmxna '¢co�trrrrr4rt. eHaalY�s�kRp}Pvotin�p,.1[d7wr,4eto „ ,IrM. - obtaxntrreelulrea eo$l Vf ar Y . € ' . .s. ib ca sc4tY•' Pb Q ��' � ', ' „ ao1 �-- - -- Z-en _ m r 41 011 q I e' - - �t- t I __ Q' 'd ^�"n”.1~.i1�J�'iMt�fi�'F"I��''-. '�9�61y 1�81�"{7 ME•N I _ •� � J � n — �,._� ;�F'�'�^`'�''€✓� �:, .' . th ! 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'r IA e '�� . . A � ,: -' j ,. e �,r, � � �: � i �.,�# sU'V 9vIsI0wT 6 TH8 P84>�$ . .: cVd- o �x - ( , -,? , „ 4Wei AMLL\ - - - is tr.v r+P�1' ft+# _ t 4I.k - , - - - - -- '_ The elassification, basic grades, andsizes, of lumber shal- be in All work throughout mus.0 be installed in full accordance with the Subgrade' to- be -sloped -evenly- to provide drainage aNay frdta building aeeur�anee with ;the Ratiadai -I,ustber-Manufacturers Association to - requirements of all local and government departments having jurisdiction in all directions at a grade of at least 1/2" per foot. - _7 plovj.de--15W PA.I.: 6wits.Uliei atiess and L,760,600 modulus of over these matters ;•, No oversight, error or omission on the part of the ------- -- - - -. -- — - _ _ __ _ { architect shall authorize the contractor to erect a building that does _ - -e astitity oz aril structural load hearing dimensional lumber-, and '-k2D0 P:S.-I. for r+on-load-b0azing_iumher. ' f not conform to the New York State Building Code. - I - _ �` Concrete: shall- develop a- s_trength of 2500 -P.S I 3 A11 work must comply with all applicable utility company N:B.F.U. , I at -28 days . - - - - Set all work to the required lines and levels true and plumb (shim _ -; -r *s zegwired) and rigidly secured in place in strict accordance with IS - national , state, and municipal codes , ordinances and rules. Contractor { - - - _ , { - must have the necessary inspections made-by the authorities having Concrete floor slabs shall be -pour_ee with 1': 2 :4 mis, -_ loc8i-ordinance and the New York State Building Code. - t� r jurisdiction and under their supervision shall pay all fees and obtain f -4"' thick: � � - � - 1 all required permits and furnish the Owner with a final certificate duct wo shall be re note than required, depth to receive piping and 1; ' before final payment is made. - duct work. 'IF more depth is required, the partition studs be f z increased accordingly. !� Soil bearing capacity is assumed to be two [ons per square foot . If Damp-proofing shall not be applied on wet surfaces. The ambient,. - - - aisumed soil bearing capacity is not encountered at depth shown on temperature shall be--above 40 degrees F. C r r drawing, cnntravrnr shall step footings down to proper elevations Co obtain required soil bearing capacity: i A� is - I = rv � '1 ::n[tel=z-a E'ms '�"-t4V"._ /EfULOtv1EN? - Ki Tcl'f'f F.+i�i l " i fX `✓r_.^"- h .� li -4 _ � I 0 `.--- - - -O--F-'- - 1 E} _a si T ys — f — — — — . 1� — I _ 9� 0 —z — �� CON Ti I.ALL n`Ir2 ! _ I . �r .r kf R I -:7_77 -1 I - - — - - - - D j1 � rS t i --- 12 NB G2NS))TP. _ _ I [ I - f� f G '12YQLDA OA2(y �„O'`e v 1 s { r 1 1 -_f' 1 ! _.� '. % 1`iS A Il.'Dr"J .�.;1OC - - . � c��3 a 1 ;i r ya ! AS?NAL y C _ - - - - - -- - \a I II Ljµl fyi 1 X.Y QCI.,' }' ZFu stP td lc�. 1 ` 70 AP12V >'�'� -I�y+- .a-TV, ` tkl, zokiZ5> i I �i j -SONY AA;:N 44 - �v.t 0.YALr �8'4M�1 fW� � TM.E , , USP, .: � — ` r mfot- I I v V I i r r R�'ra"'.�G:' , (t1>KG ?Ar(>eTy " _.. j �'-V}n �t�,C� �t���'�r� ' _ _ �' 1 � � - • �µ�a,-��lrat� _ - i� I - r��i ��• �I�U,S � 18�z�p � .� � �: �. ; I r i4tSi3i:h^*�t ,.r �1AA -- l t Z P 2C _ _ - - — — - - -- - r, ��. W IL boa ' - q+ ER � 9si1.- - �� - 1AIt7 1NG _" l�ClSN(3 Lam- __. � `�'1- ��,4- _ - + , .. .G1.F.�.h��o�8�r? 15,�� _ � a e I '�I�Pi.:l. �+ "'. � ?.tl��i YUIT �' tr .�� 1. _ C.or-A}—.,.�,—F_' Ik- tea-hf `_ - i� . - r � i� T(l'2E_ �M; �..' I B�Ga�F/� .- . I ±.F. _ .,11H - 0= C.E c„Fra �, ��-Z. a`s rr1�r ;'T 'V`tA".4 A,2e4 � i�.70p f 7. A-:J �. r '' RXW1 Y11a ant n 1k , � -+ rt ;� p"; 41" + u -�j,__ . kftpG-��.- •pdt31.E F�%fM)8 u ,v*� I 2:C6 !it 1 a OAC. SiUT 'Ij I a 4V" t:.r 3 -_ _ . 2 1,2.. 1.. -_ - - JNIi � r i R.. 1�- 1A15 i..4C.g - _ : r_ r •� 10 :�jt UI> p,�'r "7.V C, ff z� '3�}'� i L� 1 6 rd7 TF{�' c+�j"„ 7 '� s y To , � -CiGcv 71 � -'��E-EUMA �QL�'f A/ ��, � ti N; a...._; s �2} Zw :�li..l. .�4A. { .. tv�l rr' ,gt�'I -_ 'i. !XF,kI' ,F.lt :l.t/ r°.•,,. rT ! i"! • ' - 15 4'e 1 I SILL nJrNf32G _ P MANY - 1 � Y�C1YJt:Lo obi A4Y4?�_ L� ✓ � � ' — _ `, it y '+ - I( -,� THE ARCHITECT HAVING NOT BEEN s1 t M} ,TECHNIQUES - - - . RETAINED NEDFO—RSUPERVISION OF THE PROJECT THE ARCHITECT ASSUMES NO RESPONSIBILITYFORCONSTRUCTION MEANSMETHODS SEQIIENCES OR PROCEDURES. _ - — "I iz -Gl ft! ;\/A • I — �Ar'(Zh✓�-}�Ot7Sc 1Jj�}D�,r. �-- _ j A 1 MGP i - - - �`• l �f� A/1�- - 'L7'�l�"e.'1t-.�.� � .z�w_b-�.1�.T.f I5eA�E bsa�le j. i -s .. mss i A—j x� II JI 11 C-) + 7 A77iC, �01 al I P7,rl�I FIFTr Lj CM 4 4 1 � T 77, Z; ­zk wk EF DE Lfflr — fzoum D OUB. W1 i 34S r,10 E;NT- THE ARCHITECT HAVING NOT BEEN RETAINED FOR SUPERVISION OF THE PROJECT THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION MEANS METHODS TECHNIQUES SEQUENCES OR PROCEDURES. _I NGLF �4M ( L-� 'P-Z�A DEQ C.E - I 1 Ir Aw. a"rP -7:7-