Loading...
HomeMy WebLinkAboutCedarfields-Model B All work throughout must be installed in full accordance with the Subgrade to, be sloped evenly to provide d r The classification, basic grades, andsizes of lumber shall, be in ..a,..,, M...,..... requirements of all local and government departmgnts having jurisdiction ra inage away from building accordance with the National Lumber Manufacturer's Association to over these matters . No oversight, error or omission on the part of the in all directions at a grads of at least L/2" per foot,, . . provide 1500 P.S.I. units fiber stress and 1 ,160,000 modulus of architect shall authorize the contractor to erect a building that does I elasticity for all structural load bearing dimensional lumber, and not conform to the New York State Building Code. ' 12'00 P.S.I. for non-load bearing lumber. Concrete : shall develop a strength of ,2500 p. 5 . 1 . "' All work must comply with all applicable utility company NiB,F.U. , at 28 days . 'Set all work to the required lines and levels Lrue and plumb (shim national , state, and municipal codes, ordinances and rules . Contractor as required) and rigidly secured in, place in strict accordance with must have the necessary inspections made by the authorities having Concrete floor slabs shall be poured, with 1 :2 :4 mix, local ordinance and the New York State Building Code. . jurisdiction and under their supervision shall pay all fees and obtain 4 ' thick5: all required permits and furnish the Owner with a final certificate No stud shall be cut more than half its depth to receive piping and before final payment is made. duct work. If more depth is required, the partition atuds be increased accordingly. Soil bearing capacity is assumed to be two tons per square foot. If Damp-proofing shall not be applied on wet �sur,iaces. The ambien assumed soil bearing capacity is not encountered at depth shown an temperature shall be,-above 40 degrees F. s �"`'� , obtains_ ; contrarr�r soil shallsteppacify.a own to proper elevations to - ., Z g / -� �✓:� ' � ,�. ! P g €I P P .lr obtain-required soil bearing capacity. r� ii r r r. I I 41 - - -- 1141 '� 11 ' f � -- -- - -- i - - - - --- - -,. -- - - N '��..h.-�,iE� I V1 a l to 11-1I_. ,I I � I I � I - - - - — j � 1 r of / J = _ IGT'� j Ia m - I'4 �" - r ! G" J' ( ' 'i(� rcr ! -?- pl!i� l' Ii ,9 a �1G-A11N4 'i v Equi Men? - d � KITc, MF,iJ 41 15 11 1 ' Q II —�—� t r j � I s� ,o Zhn(„� e T I b—fI-- I- — --}' Q _-I'�-- — � - I - - ea,� � � ( — - - - y�' `` ti ` � -x•�� :d' i � � 5 f', L e , ` r -� s p UN 3tlo _a7 t tt ` o v1°6x12 S(SEL 3+� LAI.t ( Gaj z - - 1n - I J 113 C7Trht Ca -fl - 1 fV4{ �t2.C:t '7w) %j 10 Cd rb I T QAPPR VEDAS NOTEDi DATE: D B.P N _ �4, 4� r _ t Q 24, or FEE' By =— f LDINC DEPARTMENT AT TT —IT ',, IY 6511802 9 AM LC r M FOR THE i " l Ijl ^- -- - � - - - - ---- FDILov 'N(, 111 eC 1 . t amu¢ - - - _ L I l I r II ,- (I- --- � ' - 1 FOUEDACIOI. TING REQUIRED - _ .. _ G p to tl 24 0 _ I FOR POURED CONCRETE NI __ 2 ROUGH - FRAMING R PLUMBING '. y. BE COMPLETE FOR C.O Q (�- 3. INSULATION (Q` N! 4 FINAL - CONSTRUCTION MUST � { ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.V. STATE CONSTRUCTION B ENERGY 7 I CODES. NOT RESPONSIBLE FOR 14 1` DESIGN OR CONSTRUCTION ERRORS I ' 90 SIN� i L0.Y. ,�` -,1 -�I�.L':I �.74 TJ t•r.��rc.. r- H�'� t _ra.0 r.9N.4611ZUX71O1 � 1. A C � % rr ftX`TUR C21l -(s"I A42MA- 56) SE(�TIG SfST ^� --' - OIIIAucEra - ( I _� - -- -- V� --- -- - - I -SUI a-�- TOTA--I- ' +%4mjAL- s2AT I N� a C. C"PN-4TR11GT�0 r+ UEVSW)AA-TaT,wa I-CAI 01,C7> =W - I i fNC= 1 qC CAM L � .Fj 4frl 'MU CW N I � � w� � `a 060 --- V57..1fl'I'><'f ---- -- --- -- - - -- - - -- ---- ----_- -- ----- � � a> \ ` � �• -- - ------- - - - `_ ©�f� __--f - T r vsrtT - I vr.,i , .I �r(I ,. . 3i l5^- b`511:761.j a-. @P F�fo-e 42eA 107-7 ,!;4 11 WPI -1 _ �[3 rcG' r�nn isL i - AY.YG7 `C.1REs 727 JL Wf7i+ 1F Y<t F�a<a« ,. al 4_.c"r.,iil-IG: ear� t21rr t \ �a — wu �o�ey2N1 TO au a^4 ., T Al2EA v 0,5 l .1. T I �' a i B 1 1115}LP7LG 7 �� i' c of p.Lj� f'G. . - TT Otj > T&� °�, WALL C � (5 OZ'I ,+(rrilN4 �` L � 15'-ff-° --. , 7ft TT2TAL _71` 52 MAL. RAI It)6 1 Zw,pu,- +45,,e -rI ,�:' b�i".Cen.l f�7'L� TH $:(fr'i:DfA/�'y �"x/✓e`l-a�. � r„�»`�y",, I `_^. C_ r, `r j --�--�x h� t Lv it ;1 W u CONS'r2�C;7kOt,7 0 5” MACaraN (Zy vIAU. 3TGC)II oiJ 6x 14W 1 j -- Toe 7 N CZ $A�LM.FN !-y THE ARCBI'TECT RAVING NOT BEEN RETAINED FOR SUPERVISION OF THE PROSECT l G..lAI.C•'>:.+✓' .' Ml1F? '�[' 'LrT'IGA.Lff y ' I{ , - TE RI Y+CT ASSUMES R RESPONSIBILITY FOR CONSTRUCTION MEANS p1ETS301YS _ TO ARC I ^-1 CHli+fgq$� SEQUEIICBS OR PROCEDURESr s �.y��..y�, ` i I `" — 1ss „'- �1 ,�� nl� fz. '� .l .J - _..0 ____..`.-..�._..._—.._._._..____.•_____ Mv�bYP__NM', 1�a1 ti .—__—__ pI C I1wwo� RFG\SP SES E. FC i.�eyl 6JNC3� Iv a sr� °, m� _ck�4C�'tL�L�4S Town) oP SdcJ'C+ .L5 A � .» - -x .K� _ I € .1�4 'tf" _.__ fes I 1�� 1� i .r• �' IOh 5 C'1 . SCte } f t '+w .,.+..,p,n.-.�.ww..�.ry.ryn�.*.�++rr'r� �w.. .+�.r_n....w�...+-.r. �n-_..,,., r.-o--.a+---...,....-.••.-..,,n._:..__V_._ ILL-. 7_„ ,R'T _ I- 1 q , V v F � o t 'f-i,msa- f ) - r -- - --- _ _ ONT _ �. ---, _ o� I 1 1 — - - — / — ' ,�IJ�jJII : - - -- --------- _ v If _ y L \ '�tiG\SS'REDEAecH/j�"crTc� L. AAn�L' Ra '[�E `• di_- °QIP - �aly ��, � IDfrbl