Loading...
HomeMy WebLinkAbout20150756_1_001_203.-1-2_2237_NYS RT 50_PLANS � - � � r � n t } t• _� � Z t30'-0' � � � i i � � i � i i . � i I i � i � � ��� � ' O ��� . . � rF � � � � � �w�\\ � /� N � rT O C � � � �! �f V O Z � � D r C N � � Z C . � �� .T�I i :O �e � '�1 O � R'�Ox y.'0 V1 A� G�. . �onm o � = m m � $mmS � �' y m a�^v i �`4 m Z �'Q Z'�" � D � ���m � �� o � � Z$xm '^n�� yp$�g �N 2 N - a N � � N xOc�QCf 2 �r�n��m�ci+� noc �m�r N D D m m O p C�m �S . � G> c � � p cn �t om��� � ;A ��`^ oZ z � � � � f�T1 C� V7 N �A�>Z� � � � �� �� N � �i � z D D Z O � � . S 'o �m m m � o Z � �� g L �� � m = Z r D � r D g Zm o �p n " m m < � '*1 o m � �o m �A '�.. • p D Z � r O mro c o r�Tt G� � O '� �1 Q�. a;� . .liv � ��A . D � �. ,� O � � c c NAm m_ � AZN . � � mmm�o� II �.I� AAA II tl �rp 3Z �m . ,� D �N N N O p A p II �� II p p m�D C Z� n y m b t/ / m �'`a8283d 25 u O�ON�Otun Nr�*� �D � m� . b .F . W� y ArD- , � � � ��`� �' � -1 f��` m a�l Z � � ...:.,��'�,'Y�.`'�' a C' O D - o�Z z D m� �� Cr� � : `1� �' � � ---1 . . � o o � z� . . '� O (n � O �},�s' F ...,. O O � Z Z Z Z 2 2 '�.Zl A al Z C O m � m � f . ��'^., Q � n \\\\p \\.��W.�� Il�p'.'9 y ��� � �R O � nnan ,a aa �„oNmau v�i � �. � Fjt �"`� � �VISION GFlM1C2 OF3�ER .�. " `"�P'�' �R�,S°" ,The Fitzgerald y nnre n�wac nn� NwNsex ? �� ��eVi � CC�RNERSTONE � m ��'� � SARATOGA, NY 12866 � n �-e� 1e��.���°�� . CONSTRUCTI�N � �,�b��_���� �or # z nA,�� 3/12/75 S��r # LOT _ RT: 50 � � + � t S t � N � � ;� � zl� �o m � �I� Fc o(.` � p�S m O� � Z t,�R. % Z�� �� � "��� z�m . � a�� ��n� z m� �I: � ; O o�t�'f � m A� � r"f �• O ������������ � . ..... � � • .Zl� m�� 0 �Z< N ��r�i ao t7� v O� --i �� ZI A D y C �� � L"1�"1 D Z Cy D �-,r z ci c� � � � va r c7 D f'l Z "D frl � � m � � QN 0 � ; s ,� rT. � — SG� '�'t ('*t � C� CO D � z � � D N N G N Cn z V1 � Y tmJ(J,�. A 4 N � �. � 0 . i m 9 �� p n N N L,j N N N N N p � /� �m a O �o or� �Q � � f�C m = ' �i ' <" � � $ �u $ $ _ � � �i �"�dmrom -o $a 'G'x t� m �Q ^+ ^• uZ � u � x X "' x x x x x x � � � tn�� m���BS���cP� �aNz F�� Z�� Z x m. �o— � rn � � o m n' o 0 0 0 �' Z C D O t��O E� � o n a p � c� z p 3 T D 9 Q 7�0 �a, �� � m x> � a °x' '�^��. Q `� � -Zi �o o � � � �m � rn 7ri N p N G ,'�A�,'�����N ,'�� �y ,'�� ''ag� r 2i c tl+p� m i '� N .� z � m � �c� ,�, v�z �T� � O � m -o. o � `� � a GCj�p�° N O O � 'd Z m N _ ��n I� �'! � �C }� � � � � m ,�m ��n =m m � 9�y a �k �.' �'� p �fJ rn �� t� na N N u �! n� u n� m p f�l C W 2 Z Z W (p �+ � � � 1 1� I I � 1 1 I I� C � m�Dm �y ��2 Z Oy�7p� pQy? �O � � w C) ('1 �D O N O We �K A O � O O 0� O � ,^ � �W� Q .� d�i o �0. 20 lrD � �.'c'2 O O 9R 9`� x x m x = �J G7i ic X X Sc. �! X >t K X x X X � v/�I - . � (11 O m m "s 9 1� � � � � �� � U� A N N � A N } W N U! (J_ O l/ _ g=� Na yZ� ' .� Z � �'�' 1' I� I 1 1 1 � 1 I 1 I z = � ' '� � ' m w fl' O mT1 �� ��O � � n; G7 � O O O O � m o o rn rn rn � � N N m N � � ' �r�� �P �2 Z � C \ � � Z � � � ��N N b`�'�� m .%m' �' �A �kNu' SC � � g^'"� � a`�'g � � � � � rn � � ou 'o � o � � i�., w � � u � �2 f .�b •,;- � , ' �z ���'ii � �i � � -� � � rn n� � N �n rn cn N (n (T� ({ ��(,�@ ,,pr �y ��q mV °�'I =g a� m � �" (TI I�,.� n� � z z z p m u+ N m u+ i"' � C &ttlO,.� ���b. N Wn . �i J � � III T D O 9 � 5 C�i � � D � O D D D � � A A � A p ��l'j 4' �A ��y C) a ^tl � � �: �� , � z m�� � $ W 2 N � Z 2 N Z 2 N 2 N OQ p pr' , If a � M �T9 2 C A � � \ N � \ \ N \ \ N \ N 'o fn N � � �+:}r. � � m � o D � -.��.' c, a m � a a u, a a c, a o, rz'�� ��C� � �-� n N N N N !J p �'C�., ��� � ��� �Q a� �� u a �i'on � n a �'�o,. > >. � > u`°+ �"�tn ��'�, '0 a' z rn s. z �z rn �z z rn z ?� �v 4., . �i r . . `�. o \ o � \ \ o �\ \ � \ v r �'r� _� �c n �c � a n �o a a v n � ��� � � �w�O1'� ��R cMv F9.e� FERGIISON � nA � pAre �R The Fitzgerald CO R N E RSTO�l E � �°r^ � �,,, orsnwri en wrar �� ��� W� SARATOGA, NY 12866 ����-��p� C�NSTRUCTION � o= �`".�: �����.��� �or # LOT _ RT. 50 � . vnre� 3Jt2/15 zr�zG,- st . + , . ; 's t • ���� 0�❑� � �❑�� � �❑❑� � r � ❑OD� c� � ❑�❑� � Q a❑❑� � � Q�� �N � �• ��� � � � ��� m c� a� c� m � e o � �'. - � � 0 4" � it�i��lF��4(p��tii I �hp�l r li { � {ii'iJi�i (�I,��li� ��li Eii� ' � ' y3�� t'��y��i.��j3���'rNl�u �1���'�C�ItCq��r���'M� ���4�i'�����,��,Id'{l�j:I��fulFal+)i�`f t y i� _ _ 3 1 133 � I< p< t 1 � �a.� ��x� imliii I��^ � t�u ii� IS .{ . ����:��� ����1�3i' 31y� �iii+.,;l.�i��i�i t.,l�{nr�d���.lY:�N��P�����I1i��:��ili� �ii������i a �1, .:5�.;, � I'�` �'�+l::i .�.�1:3ifiiy� �:�jflp' ��_� ;��;�,�;�;�, '�b:: a �� < < IE �.{ i i�a� �� i�H u+Pki� � �� �c m �s�u���' � i r � � ��Lit ii&. ph � � �����'i y 2 a�k5 w,jpci`S� i�f`l Y �� � W �}SiyfiRk iiili�Ni� , �� g 'c�z � �I���II '�� k��iF��bf��i i�� t �(�Y� 7' � � Fg m '�����I�� i8!',��4�*{y�s r��i��5p r I litr i���ii i �•�y � m m �'�� �nl�. �il i���F�� ��1.l�fi N�i r�9'K�qE:i i �x�l li H',! L'J k C� .. 2 �� � � �, � riip � � � �I I a an� � IJ� 4� ' ry lil� i��E�i���l� ��II�F���i � a � �'I7i���Nfi� i ��E r�{ �'����I��� i�s����� Q � - ��m �� {ti �i�� �t i E i��� t N� 1 �' -'�A � ���� 11��t� ��1� _ ��'��41� i(��i��1�� ��� ( �il ��I " ��i � ,'I �i�� � ���.� ,"]��� ���ua��i! a (��1���) �I��`��7��n ^m m i i � p' i�1 t� p �� �U 1 � i ii{ ���q � ~r T �I����1 ���� �Yy�ry�i��'}fl� i � �� � �� ti, a r �,�,,, �y I� i�� ��'� �i� ii � �� � m•w �Il��l�q� � �P���� ��w�i,� ,�����{���I' x� ��illi��' i�����I�� � � �i� �C�4 � �91�.i �II4N� d� u+�� I � �����I � i��� � � i���� Z +��d�,l �� �I�! �,I��� � ,�iu1 �G��„ i ,�ui i�����i�l� �iii���! iH(#�i��; ( ;'�,i� � �''��'� ��,��!�' � � 5 t �'���1����' �'1���3�at�lu ��i k����' ul��SI���i 1� ��I" I �- �� ��ii��������� 1 i��ii��`� `�',�E�;�� � �����r d f I , � � ��I��Ep��� � pl w�au � 'y�l �! � �� i�il� I t"� ���i II�II��I , 'I a,o-�,.' k���Pui�� �����Il����i��� '���'��' ; n� w lii,�li,� . i�{g(i iq�l�(k� flln a � � ✓� I'� � . �1�'��i Ii i i 'iE� ����r ��i��.�u� ��14p�i I f F-1 OECK LNE . i i M i i�I � ( r i;� i,n I i�'��! �q� AI I �q Z ��{ ' . a I 1 iq iil�I i� � i p�i��ir�i���Mbli!I i�����d61 i�k 13�i H 1��k �ii��� i � .��..J�1 .�i I�f PISPI Ni � .� �� . � �i� N�� �in�� � (�}�y,� xJ,S.�.µ�'' iE�kl� �y)I�a ��,I�,�, rV ; �a v ( i��i��i1 �i� �<<�p���l��u �IiN�,tli,. ���N. � � IN'j�SJi � �� I � � aM � j� , � �--1 �ti 9. � � . � t��I��S���I �� i.nryl�EiI 3 3 n;����+����-:3 � �� � � .d� � li�i 1 il� a � g -7. q � i - u� Nt�� �t"i�'r� � ���� '�'(�'�`4� ���ilr�Ca ,: � pc � �� '_"" � la i��i!{1��1 � ry� ��E ��� I�� �!����� !R � !?��;qlil,y V � ��j�P I!N��t7��� �� � �.y ��� ul.�r�Fl��,!i�5r,arl i: ��Ih��17i�'d� � V �9 y � �e �;k'.�6I��{7EY �I�ktG�'� $ �y � "'g r • 9 4.����'i)a' ;��ik�f�';'� �j w�.��5 1�e�k A� � � � {��i.�9 q3Tii� M�I�Sk?�.���� � � ��6bi ��C��p`���p. �(9yh�r'ii i y(y A FLA Ii w� �8��� ��iii3ryl.j'{t �4y�,�.�j ������ ���,{�r,��i�� �u�kr�� :� � ,�;� , �� 1 �a � ; ���„�,���� �,�r�� �.� ���r,� �� g� ; ����n���;� �����,i,,' i����,� , �,--, , � ����t � � �� � ,�� ����,x ���ri"i�'< '� .-, d'?, a"'17 \ ; {� �„ ,�� i�liG�i�i a � e � � l� � ���i���3��a ��f����''� � �—y � i�,.-t-'�i.., t' 0 -l-1 G � iA� n .�wl i i i i y � � I p i I t i i i I i i �' �b l''-�° y���' ��,� �� ��C i��, �''" u�� p� ��+ {��yi��pu�ro �p�, I i � Iwh �� I, ���YI� i: � „ -� "� � H. .z ,� i�� (h�� ,��;��',�r���i , � ��1A��,i��I�,���M1 Ia� �,�:� �Ip��u,�i ����q������.F,.-;, ' yC � �� IF z� � � rl I�I i � q��n��l� ��, tl 0 ��{ jh i � n �?� �� a��li� i '�"i'�Ti1�n '�M� �iIM I 61���1 iii� il �� fi � ��,� � � . i� I i�� 3�s tl �I� � � � 4.i1��� �.�,�.�'. �PI�. i ip!��i �`'�..�D i�� ����� �������� Ij���I��il� ! �t���i�i k �A 1 �� � €��I(I��iE�'.:�ii� I�� �' _� e". q �� C�, 'C u�������N���i���Nl�� ����{��� u � F`�[�q����f !i �e�,�S��Eti� i�i�r� ���i�� � , '� O 4��J6��Jkhi�����u� ul ��(��{���FI �,,2,�i(;P,ku� �r �w N.[ ���u.� +l �'�,.�µ uI �u I � •'Q. � 1 II I t�I�`M�ii � N ���..ni�i����3��ID���{ .i..�#;�:141�I �N�I�� ..�.�f'�U . '�.. c��r� ` �,R L � ��� ��R� � � � � "�'�"�: `�R�'s°" The Fitzgeraid ��� ��� �` ��� �� C�O R N E R STO�l E m m '"'�„-""'»F ' viznv�ov� wte � �� ��� � SARATOGA, NY 12866 � ��g��-���� _ CONSTRUCTION o� �� „�e��.��a� �ar # � ,oA�: a/iz/�s s��r � LOT RT. 50 .. . 2 A � � so•-o• � t5-6' 12'-0' 19'-6' 3'-0' > z O a •r B'-0' Il'-6' . . e� p4 B RS HOR�IL�Ac VERT. O ,�p� � o' ' o' � � D� D D � � E ¢ > o ' > �------------------------------- � . � � b o � NOTE• j •------------------------• ' iu ' � "' DIMENSION "A" SHALL NOT W �-� --------------� ---�------------ --- � `-----—-----' --- --�-�----'------ ----�------ --� � _ (3)9 7/2"A1.L BEAM � _ _ i EXCEED 4'-0" ii ---------, � � ----- ---- --------------- ------ .. �----------------- ----------------- ------- ' TYPICAL STEPPED CONCRETE FOOTING z � o � � � ; � , , � , ; I , , � z � � UNFlNISHED BASEMENT � � � � :� � iF in ci (pERMIT REO'0 TO FlNISH) � � O O i � H � 0 4'COFlC.S.AB( 3000 P.S.I.) ' i � � $ N-g o ;� � OVER 6 MIL WVPOR BARPoER. � ' 12'd X 24'r%24'�C@�G FT4 , � � I� X OVER 4'P�t�15 FlLl N � � ��O / 1 � - ' p.J. ��m i^ m % O N � N � 1 - q4 REBAR 8 3'ABWE B(ITT�1�F�T(NG �. ' � i � � � ^ � §' � � i 3'O.STEEL LALLY CUIUMN � � i 4�-�� � APPROXIMATE IOCATION� x � � i D FURNACE AND WATER HEATER � � � j v' . � � (FlELD VERItY FlNAI LOCA➢ON) '^ . N . <: A ; A3 �� r— � ; ; � � :: I � o.�. � r 1 I I � � . ;. - ,� o - �_� �--------------------------------=--- ----------' �---- � L_ � � , ` •: o � — • ' .� � 8'-2' 7'-6' 6'-0' 6'-0' ' i ,,. .: � � ., . � ; ' ------�-----------------�---------- -----------------� � � . ' N � I � r I � 1 :� I ' . i �i i'r- � -�`�� r- -� r -� � i � _: �� , 3� - 'o � i (3)9 1/2 M.l.8�,� � i_- - i i � i i i .�-i� � �N i � i$ � I -�---�-e-�r-- � �'�_i n 9. � � �" i � �` `---- ! `--- �----� ' � BEAM POCKET . ; -�° ' 2�-0' � 9'-z' � � TO WAL OPENINC, '-' ; � ' �. ' ' e � � 2'x 2'x t'CONC.�c. ; � � � � �j�STD.COLUMN FOOTING DETAIL # i''��" � s'sTm co�. (rrP) ; n3 � , ;: � � 7w�cnL; �N � � ' � �„ � . . scas: errs� . �� 1L z: ' � � "� � �� � � �� i i i � i � � � � ; ' ; � v � �� � 3�� ; �: � g�1� � o � ; UNEXCAVATED i �. i 4� :� � o�� �p Q e ^ ^ ',o i � 4'CONCRETE AAB(3500 P.S.I.)OVFR��: ' ' � � � �_. � �n � � xo � o � � YA1 Y.. $�w/$4 REBAR 2�-0� � 's � 'x � SUMP PIT�ERIFY i ' O.C.BOTH DIREC110N5&EMBEDDEO INTO ' � � ',° �� LOCATION i �i CONCRETE- FOUNOA710N WALL i :;:�-i N � > `A ti � �� � ; ' ; � E _ � W d � � ' ' OInGONAI=53'-2�3/i8� i � iv � \ I � ' ^_ � •= (� (A ¢ ¢ � � � � ° � � ! i \��i � i �� i W J 2 z � io � �--- --- -----------------------� i i . i . J O O - --- , , = d o o �� . � � � � � SLOP.. E_FL00_R� � -. , J � o N . ----7 , i �r ���---� �--� --- �----� -----------'------------ � 4'TO DOOR W .� .� � . � i , i , i J ¢ O � � Q CO � � ; UNEXCAVATED ; � ' i � a Z � . � 4"CONCRETE AAB � i ` i - � // p � ; i (3500 P.5.1.) � i i�-}_ ; ao V p " .s . � i --DIAGONAL= 50'-11 7/8' i ' `:� �� o a r¢ ; . - -------------------------- ' � . - . �J O �,�� � � ' � � N � � C Q J ________���_��_______._ , ` � � � "� r-------� � r . --• i _DIAGONAL-=61'-7 5/16' � �� , O- v �� � o i � i i � � � � y , � �------------------------------ ------ --- ST � . tU I " I I ..'7 fV i � 1 N 0 '��L �� � . 'i I 1 "` i . , � . ,^ . � _� �_ � .S T E P D N A S R E Q�D � �--�------------------_---'------------------_----------�- w � � V, � l2' S'-0' VEPoFY W/SITE CRAOE �i a 3 u� � � � �� �� ��m w p . , � _ ��: �� �i� � FOUNDATION e'-0 18'-0' 23'o' (���: ,Z,:�;1 1= � PLAN � ; ' U J,��, � u_w . A B. C n � � �,r. �� `b� "'���c�� �� ,�°��b o� � ��'� F���� �� v� �` � \'� CZl a'��5`�P��c� C.�l �� �ro�ti' ��n vtr�` 5�;,� 'Qe9 ��� .���� r i o� � l 4 UNE OF W Z SECOND FLOOR Z._�. 47'-0' CANi1LEVER 3•-p• 7 O. 15'-6' l2'-0' l9'-6' L - ' . O � 3'-6 3/4• 9'-0' � 2'-ll 1/4' S'-11 3/4' 6'-0 I/4' 4'-10 U2' 9'-2' �5'-5 1/2' � / \ -� O �+/ � � -' � o � E a (3)2x10's HDR. '-- � � � ,N � `v tP-0 1/2' �� • ' ' I i W � . � 10'-0' 7 � �i � ;u � N � 36" i 4 L � 0 � � BREAKFAST ;, ; m � � � � o � ' POWDER ; o � aa'n i/2 wau. � ry" � p HOME F CE = a o �' O O 15'-2 172' 6'-3�1/2' S'-0 1/2' �6'-7' Z'-1' N � e � � � U (/ \] . . wa� . r_. _____ o Q e ry � � r X. � �/ �' K 1'• I � �Jl $.Q � N . � Q��� 2—STORY � I � i� � m ti � �a=`� GREAT ROOM �. � M10 � O o a'o- eiFo�o = 0 V N J �PQ�T�.ABOVE � a � .+ y� ' � � ' .e ' ------------ ,;, C0 � KITCHEN ry � ? w LINE OF SECOND j AS PER �o � � i . � N ~ N = FLOOR A80VE - � KITCHEN PI.AN o, �� 5-0' i O � L � � ' � a DWBLE 2x10 �. �.. i � r � JOIST FLUSH i �S3)9 1�2"M,L _ t � 0 �i Z � B'-8 1/2' �� "�q�7�LU ��. TYPE��C'3/4 HR.FIRE � '� � F- � t RATED DOOFi dc JAtdB W/ i +r O� . � � ' � - -------� SEtF-1Y051NC HAROWARE i . ' J i � C7 �� -_-- --_' - ' ----- � � � , -' O m ----- � ' o �, N �, ~ a•-i vz� r-e• s•-s• x `� GARAGE ' '° � ¢ # � �@, � � PROVIDE.5/8' TYPE'�X"FIRE RAtEO GYPSU.M i r ' � � �$ :� N O K Q i� DN p �� � BOARD on GARAGE WALLS and CEIIINGS � ( ^ (n m � � b cx v 'I' PRONOE anC t/2 INCH TYPE'X'FlRERAlED � . v�i � ;;� CYPSUN BOnR�ON INSIDE OF COMNIX�I WALlS � � FOYER S � �'�U DINING in AWA�NT WI7N CARAGE. •m � ' � � UP x = �i x ROOM ;o � o W10x26x22-il'STE0.BEAM'MTH a � I v�i s �q � Fo a � ��• " x � 2x6 NAIIJNG PLAIE�.� -- - i �? c'� � 3 ' � � r i l�rn . o _____.______.__. T' � " n X � '��____������___��__�����__���____���� ��____ �'�� � N _ �� II' 6�'2 1/2. I I il'-Q 1�2� C� -Y� E zz ' + � W ZU � O C _ , �i .DOU9LE JqST ° � c� Pu � 5 � � _n .. io ,y - (3)�2x10�s HOR. .AT71C . �' �� � Y W z N � � .a Z � i {�7-,�)i � � l 7RUSSES 0 24'O.C. � `�" o� ���N N � o �� �� . {2f..',.7�'.�'s iC'.r._�2,.:,E+�..� i � V' � -7 a . � � M�2x6 TQ.p . �__' ___� I t� � N �¢ u ' -�a..% '_"_"'_____ _____'_ ______ � �a' � Or� � � �eV,��Zy p Z ��.j , �ao�rw�p�a�s N � "� ^ ;�� o� �o � � �o azs�"r� ..•2 sER ��i'�=h� � COVERED sEcoNo FLooR � o� I N J�`o�y � o J� m F= �� ,,,BEAt�NG,-4'�X"GLix,�e��:�DE�� PORCH CANIILEYER e i ��a W ao � in ^�" �^�^i7iGi0�CGNN���'�55'�&°'fl9�rec�,�. •- � a a � a � � 'a� ���a� ����i - � COLUMNS(TYP)... --- �w6�¢w��a a Z "�' a ��pa � - -- -- 2z'-t• w ��'soa F � �i.=`'� i- G�iW �^p �vNia Z� `� ��� Z a� �� � '1 azN 5 c� J�d�'m ��� m o �Q � a 5 1/2' .Z 3 . r�'z �. � a.'s' o fl 3'-5 3/4' 8'-11' S'-7 V4' 6'-b' '10'-0' b'-6' � � Q w �� ,.:�-' �. • � � . s' � . 23'-0' � � �' �,� o � FIRST FLOOR q_p• 18'-0• -�. sv� w PLAN � x � � A B C W . . W�,{ 4 c� z � � J � �j � 6��� � N ■ � Jl .-ni rI v � " _ i 1 , • � � � 2'-0' 9'-0' 2'-0' 3'-0' 25'-0` 10'-3 1/2' t2'-0' 2'-8 1/2' a a A � 3'-10' 3'-51/2' 16'-6' '° � fJ � � A D � � m o . ,� m �� 0 : N > _ � _ � ���_��.�����_� rii v f�RDER TRU55 � N N N m N N .p - D � 1 p� ' O �N \ O . _ .�__________ ____ Z � O ry • ' � � � - 1 � O� .N � I I � A ()� a .x � � � � g i o'�t c B � " P m � L__ _J �2� . � '4' �V�S�24��.C. � P � I r Z v D '� i �: C z Az�t' 3'-8' f0'-3' n� � � � N Z � m ❑ ' � j ^*' 6''l0'o B, o\m '� C � • � � � i � i ' a �3'-7 7/8' n, � � 9"-0'� y �. ---- i------r- - r I I . s` � 5'0" 81FbLD� I �' � 9 � I v �°' I .1 �B. �'� IV i � I i� �B 'ri+ Sb 6`8• i � A �� � - `�^� m 0� P ' = � i'�, � i p m /� � ❑ � N � � �' (\ ,7�,� W N � � A I�� � p� Dp V O �" ID A `^ i o N 'yx z . A b � r o � i '' �tt�-s iiz• nccess, � „ m � ; '� . o � i �• � nrnc � , � w � a i s, L--J P � v, • � I � I � i �' I N f____'__________ . 5'O' BIi'OLD � "� m � � n, ''' S'-0'o 10'-4' �� ---------- �- a . i i i i �� � � � ----------^----- ----� . . � 5''6 !/2' 3'-2' 4'-4' 9'-3 1/2' I t i m � i i � �o. �'� o, � iRUSSES�24'O.C•� n� �� ,i,' j ' � �g � i i � N . . � _______������__� ����1 C G m � ��. ^ � � �a � ti ,� �� �� ' P oN o . N � �, D >� mm� 91'�j� '.�. �''O � �� .o N I m . \ . � .o �� %/ ru � . � � W� � , N (� ('f 1 � V N . ���-�� ���� �f����$$ ry:� .Zi • � --- ----- -� 4,-0• --- 5� � ,• 13'-4' � N � � 1 A r O 5!� � � £'� �^S > ^; m i � o i i i � o a 2'-7 1/2' 9'--0' 9'-3' 2'-ll i/2' � 12'-2' 23'-10' 2'-0' � 38'-0' � � GENERAL FRAMING NOlES: 7.ALL 2"X ' S ARE FlGJRED A FULL 5 7/2' iHICKNESS 2. ALL 2" `0 TSIDE WALL FlGURED A FULL 3 1/2'THIq(NE55 3. � � . lL5 E ORAWN AT A 3 1/2'�THICKNESS � G 'C�ptdM t5 ACE ARE DRAWN AT A 5 1/2 7HiCicNE55 4.� �i�JOIS � - ALELl�PAR11TI0NS , � . BE M POSTS OR STUDS S ��et�" � O . .�R � � B F� � AIR REIURN. N� �YP�,�Fl���s�'�� �1 N INSIDE Of . ,��y `.�� �+�LL-�C` EXH.fANpTO WTSIDE'S0 CFM" � T '�S.�G�KE�-DETECTOR�� �,' =CARBON MONOXIOE DETECTOR � � BEA TO�FWNDATION(COL 6x6 OR 4x4 DEPENDING D WALL SI NLESS NOIE ChIER411SE.)CONTINUOUS BLOCKiNG TH .IS REOUIREO aevi�ora cwwcearmez cwvPa.e: FERWSON The Fitz erald � o �re ,� dA� `.�R ��a � g CO RN E RSTON E �� ���: w� SARATOGA, NY 12866 � Zg � ����,� ��- # CC�NSTF�UCTION �E: Dn1E: 3/12/15 �,-��GT � LOT _ RT. 50 . + � � � i :, A , N � m N �N � � A m 0 0 \ '� m G1 � N � j D 4 a F�� ai n m?co � `�;. OO c Ei�°Ce ��,� m � s z,�i"�' ��� =�'� � `�'�Ya m�r d $� "�' �i � � o �d�x�� z ��e� „ p N m n �j V A P y .I ��a � 4L P� � � .Tl R� � O � �"0�O �' ti *� � �: o�> � . �r � �5��� I � �a�� � g � ' r � ry � O � , CO � wA�? ' D o�� � � W� OGNN � N m m^ N �D GD'1f�`1fN'1D . � � � m u Z o (n� � � �) ��C �AnIQ tN/l x � �z aa�e r n��o � . m L�'ty� � . r � N � 7'-9 l/2' 0' 9'-1 1/8' 10' 9'-1 V8' � I m i � I A (T� m a � x � v w N � ' 8• 2x4�24'O.C.PRAMED ENERGY WALI w/2`�NR SPACE AT CONCREIE WALL � W � . u i �41 i ' ^� . ��N N � N m D � a z o c� � ^ N . V / 1 1 ` ` 3''1) 3/4' 4'-7 5/8' z��� �A�? . � O A< O m��N tl<N�y g�u�, ar�fn IU ?N•"lUNla z�h�1�i1 ZNy'9 N � � N S�AI�� . "Qi DX ID�A . cS m�y,�^+yr�• O�� f A O '�"'�ul �i ' ."OrAO ��pa--i Z DD . ' O � �A � N �m❑O D � �� = ZA� o d. G) �D TI P r � � b � 7'-9 V2' 0' 19'-0 1/4' C���`� 5 a�* � � '��' ��9 � ;�,.;�;y �� � o 'v'rl � i5��c.�` ."'�`-�,-. � � .z 8. - .�.. P fry�'�'*, f E ; h7� [17 . � � ������-�`�' b �`h.�D7. � . ^C ��+�imm'�s* � O�� . � �C.� �n "1'� � . ��j,� �.� � � ���� ��R CADDPII-Ci FERGUSON oA � nA,� ��R The Fitzgerald CO RN E RSTON E � m c C -�--� rnuwN ov� wre 'io ,, ��neY � SARATOGA, NY 12866 � �� �-ei ��e°-��p� CONSTRUCTI�N �������� �"� # LOT _ RT. 50 vA2� 3/12/15 �jr���' # . . . . , e� N > m �N �../ / � � �ORI< /—� 7'-9 I/Z' 10' 9'-1 1/8' 10' 'Y-1 I/8' .d<N y ' \ ! ^ LD'If�'I�D � W �. QJ ZNN� s. m ITI � �O. �-.n�O A O m D y w z7 N< � rNTi � � aa�'o � m N w Zm�o Z � cij� � —� r o N � ; �0•_0 5,8: �l C � m b m A N � � n � 8' � n� D i � � ro 'o D � m �, n.- V J � � � � �� �N � Q� O y fJ �� a O� z � � po A--i? o�-� r�<yin O � cDirdirNia . DX IOA N r A O tJ NG D D A a �m�o c�i D' o r W D o � �m � m _ r*�� .o . m ~ mD N Z .�. ��� y D�. n: —� N� CJ1` N �f�l I m � - a�„�`1 7'-9.1/2' 0' 9'-t IJH' t0' 9'-1 l/8' bh''�/� ,:-'' `P`'` �b � �� p��„�- ta c -'��`*� t' O� � (A �¢;�i ��i -�3 � Z� 8, I � � ��`��''.{t•'� w� �� � I �. ���� � �� . �`'%L � `�`� -�- �, � G���2 ��� ti I�N510N civN1GE oi.DER CN7O Ptl.E: fERCUSON nAre � dA� �,�� The Fitzgerald Ca RN E RSTON E � m� . vanwta rsn wte i o ��� � SARATOGA, NY 12866 I � �� �-�� �b�,.�,�� ��- # CQNSTRUCTION nA,�, 3�,��,s Srr2��-r # LOT _ RT. 50 • > � � � . . , . i � D ' O C N Z � � O N � W b�.71N D �myD . . m z.rum� m m m ro�< `" Z m --I D D A C7 ry m (ly 'p . .Tl� O �D�o� O Z .Z7 i- � O Z � ro �G� N 7'-9]/2' � 9'-1 1>B' 9'-1 1/8• .a ru . Q i 10 ' �d c N�~r y W D m f`1=p . ^ C�3 V% n'�O�O rn f].r-.SN � . I 1 H f'1 D-1 � C� D p<pp � —� N �7 o A D m �T1 N ry N m � 'O D � N � � O _„� P y 3 n � ry A O o �,_�. � a N N ���'��5/8' , `._6. N N X X X X X . IUO mQ`A �� � Im fD ID f0 Im �.. N N ti N N N � p 0 000 p O�ID C7 Cl f")i 1(7 l"/ i0 70.x.� I 1 1 � 1 V I S C OVA�v Cy3 .� � � � D I I � �1 G7 ]� N N IJ V:m m m�1 TI --1 Z AA ITI r'1 o Z1 1 H �N� �X X XX A'•N.•Z = � NO OD O�A NpOH D fO(O f61 f0 f0 � Z � , . O�T 0`O�O� �H''O � O� � �nZ I � C 000�� p Np�o C11 � � � y O I 1 1 � � Z � O 3 � VUIN�a' Z� � N � N � O D N ��A�OW �O TI - � O � � � � 1 p � � n o II z m N r ' J�-)� . X X N N N N� (TI , • . Nom�A �r�i� �N ' rm rm rm rp ro m'� o D �??y? a dA 1 r ��,.�� � - o o p o p o D rri � i�i���. � ey b.� � � Y � � �a �,�-'�` ��, �v�,� a ;,N��N . , IO'-0 SIB' N �A^ ,? C '-�'�.�'�„ � O • • v� � '��'t., � � iv ,� z o � �4�.�'�� m • �, � t� �� 2 ��, ,�, �,� � o'c � �� o ��� �, t�-s' � . r8v�5�OM �'�'w'��� ClJ7G i�l-E, FERGUSON � nA MN� DAfE N�� The Fitzgerald � � ��` � SARATOGA, NY 12866 �•/O RN E RSTON E � �`�� '�e���'�p� C�N ST R U CT I O N �nb��-�'4" LOT *t PAn, 3�,Z�,s S,��T # LOT _ RT. 50 � GENERAL NOTES W Z STAIRS, GUARDS & RAIIING Np7ES� � � O MID�H: TP.ROOF/0.G.ASSEMBLY � .STpI4vqYS SNA�L MOT BE LESS TNPN 36 IMGMES fN CLEa+�IDTH nT�nLi Pp�[Nt PBOVE 112 t�, LLL wtEFInLS/�D EOIIIPMFNT SUPVLIEV S�u�t eE iNSTRLLED aS PEk MPNtFnCTWERs PFAMIiTED�uNORnlI NE101T.pND BELOY tNE REWIRE�MUORWM�tE1GNS. MPILS$MKl MOi 5>ttIfICAT(�PND NS PER L�Gd WUES nN0 RE011I�+EhiMi 12 -220 l8.�M�1LT$HINQES ON 1 IAYER ppp,h�i MQtE TWW a.�INGIES UN[ITHER StOE�OF TnE�S1PlRVRY AN�TNE MIMIMUn CLEPR �2. «��pCnTtpN Of EOII1PMEnT SNn��8E VfiilFtEO BY SUdCON�RUCTBtS Pn0 OR�SITE StiPEl1VISOR. i5d ROOF FELT ON 1�2�ASPENITE � VIOTM��THE S�IR�Pr nt u1�BEIAY'TIE MRNORnIL MEIGNT, 114LUOtW iREPOS nrv0 LANOIMGS. EL SMALL NOT 8E tESi IHAN'J1.5 INMES VNERE�HPNWPIL[S INSTALLEO�M�lE SI�E�10 E� 13. PLl BI�TUA�Ii 9�ALl BE PROYfOED VfiH aRTI.�iC1<L LIp1i�NO n£GWICAI�ENT[UITIN+(!0 C�'M) �'IEAIN�NC�iM'H'ClIPS O 24'O.C. '� � INCNES VMQtE Ww0.Qn(lS sVE.PROVIOED ON BDiH SI�S. ' AH➢KMTEO Tti diTSIOE R]61 J. PRO�ER'�FNT ot 6 -�E-ENQNEEREO TRUSSES With R-38 EAQI THU55 SPACE ATi�G INSUL anC•1 2 G7P•BOARD �, iYPE'C']/1 MOIN 4'111fNATEO DOOR M+O.Ia�3�ILH SEtG MSING�WR➢uMc SNKL BE fMSTNLLEO �• � TREPDS ANU R!$ERS: � BErv[cM cutrE.wo Llvinc svnCE�rs[SIOEacE A3o9. N11M WND DAMYINC nt C04NG . . � ME MR%IMWI R!SER NEiQ�T S�IL BE 8-1/�INCKS uN TH[ fniinM 1NEA0 OEPM-SHNLL BE 9 � IS. PRpV10E tR f�GiPSIM ywL�BOWp ON INfER(Pt u4,l:S INCIQS IXE RISER MEILMT 4NLl BE MEUSLRE➢YERT[CNLL�BETVEEN tENpIMG EOGES�@'i1iE (/2 INCN GYPAW pN$EC@�D�IOQ�CEIL�NGS. � ��� ROJMENi TREADS.�iME TREAD DEPTN SMnLL BE MEr1Abt,0 NQQ120NTKLr BETVEin TNE VERTfCRI � w PlM1ES Of iHE ipREMOST PRO.�CilON @'40.WCENi tREaO$Iw0 nT N ftIGMT qNGI,E 10�HE � �6. PpQYIOE S/8 INO�TTPE-%FIRERqTEO GYPSUN BOaRO OH CARnLE VAi.Li N10 CEILIr�Gi �/ ' TRE00'S LCADING EOGE. TME V<t[SNG SUNCPCE�TREAOT MIU LRINIMLS Of P SiA1RVRY SNAII GS '� BE SL�EO NO STE�3ER TMnN ONE t1NlT vER�ICRL IN�B UNlT2 NpRiZ6VTN.<2-PERCfxT 4L0?E). 17, iROv[DE 1I2 tNCH iYPE-k ftRERATED GVPSIW BOARO pN IxSIOE Oi CmYION vn�Li ViTN GaRAGE �: � T1�QSATEST RISER NEfGHT wlTXlx pNY I�IfMT�SiafPS SW��I NOT EXC£EO THE St�YLEST HY �& VGO'/IOE t/2 fKK�vnlER RESISTnrvi G�PSW�BOMo PMUN�TuBS. SNOVEXS K+0 NI[q�P00lS. . MpRE TNAM]/B INW THE CREATEST IqCpp p[PtN YITMIH PR�FLIGNT p�$Tp[PS SHALL N01 . � . yy// EZCEED�ME SMnLLEST BY�NE TwN 3/B I.vp1. 19. LL EMERGUCr ESC�PE u+C�ffSGtIE�ErvIMS S�att xnvE�MIwIMn 1E�ttE�c OPENi�4 4 f � ' So. fT. R3to.1.t. � � - - PROfILE' . .f&anE R�e orulxcS aat�w�vE a ninlnm C�Eiw O�cNlrr�a o m. rr.. M'ICAI EAVE AS�BLY � T11_RapllA OF CURtl11TIlRE PT THE LEPOINL ECGE�'� HE iRE�nO Sw�IL BE tt0 fREnTER�THPN TK MInIMiM t6i REnR�PQ+txG wEIGMI S�ML�BE 2�InCHES�Q3lo.l.2 � -Zs8 FASC7A{ALUY.NRAPPED)_ 9/16 1Npa A NOTlNG KOT Lf4S TMaN 7/1 INCN BlR N01 MOFE MnN 1�-i/�IPCNES Sw4u 8E' i�E nlNIWW MET CLEni pPEli[xG�1U�M SUKL BE M.INOiES R]I0.1.3 -CONT.NETAL OPoP EOCE 1 , ' �PROVIOED Wi ST�IItVPY3 VIiH SOLI➢RISEPS THE CREITEST�SI�Fa PROJECIIRI SINII IIDT ExCEEO � TMETw1ltE5i NOSING VNOdtTt@+Br LpE TrAN 3/8 INCN BETVEEN Tv0 STORfES; iN0.o�[NG Qp, pplN ExIT DWai SNa.L.eE'NO LESS'TnPN.3 FEET IN VIOTM wv0 6 iEEi e INCNES IN rEt4M1�ROILA \ -PERfORA7ED SOFFlT W�NN1L f-CHANNEL , ■ ■ THE NOSING RT TN[IEVEL�'FLOORS/NO L�DINGS. BEVELING pF-lI3SlNG SIdLL NOT EXLEED 2�, pppy�OE SEtf'<p1EFING PULYhER BI�UMEH ICE PROTECTIUi cICE��TERSNIELO) �0 EnTENn 1GOx EnvES ' � -2a4 BLOCIQNG �� l2 li4H. RSSERS SNNLL BE Y£RiICAL Nt A�EO�FqpN TME UNOERSIDE N'TME LEPOIN6 EOfiE�f (p�[?a ItSNES IO P IInE 2�IMLHES INStO[TNE ExTER10R vaLL R90S.2.�.t. �_i -NNYL J-d1ANNEL A END 51lLP THE TREaD a3pv(-�/nx arGtE NOT II�aE THnN 3U OEGRfES PRmf»E vExTIC/a.OVErv�RISERS 7 . �E PE�IiiEO. V20VIOE0 INei iN[pPErv1�6 BETYEEN TREP0.5 ppES�9T PEFMII T�f[vPSSnCE 22 IMTALL M@+-CORRUSIVE iLASMIHG RI un�l�ND RO�f IN�ER%CilO�S.NOOf SLO>E OR DIRECTIW OwnGES . � � . Qi�1-[tCN-OINIETER�SP�ffRE: PMO MOIIXD!LLL Rmf OPENtISS. L 2]. `l RARER W4NS M�0 OVERi'RNIES ME 10 CSIMPIY YI�N TXE LqBIES IN SECTfOH F802 1-CG�NO➢ i 1YpICAL EAVE DETAIL . XEAOROWh a�iRa�[KG � TXE'MlMlwn MEnO.GOM lN K1.PUtTS Of IHC SIn3RunY SMnLI xOr eE L£SS irwH 6/EET, e Z�, GRq'JE MuSi�tUP 6 In[NES T1+E.�IRSr IO�F"EET�'Gx�OE FimM M�USE FOUMORII@a ' � [NCKS HEPSUBED VERflGllr'fRm1 INE SI�EU Pln'S�OAln[H�.T�TNEAO n�SIMG�R/RW+ � � � /i9 .SCALE: N75 IHE LL04R SUR�RCE 01'tNE lANO[NG Pt�.1�ORx.. 23.SnmfE Rt10 C4RBON MQN6tiI0E�DETECTpRS iNE NEWIREO 9+CKE�hLPR�4S SMel4 RECEIVE 1NEIR.P�tiMRR��PUVEA � � GRM�Tlff BUILDING VIRING VMEN SUCX Y[RIhG IS SEFVEU FROM n COM4NCIPL SOURCE.- . . ' 4INOERS�� RNO VNEM PRIMPH�PaMEN IS IhTERRUPiCO.�S�0.lL kEQ1VC PpKR�ROn�BATTERv. � O VIN9ERS NNE PERMITTEO. PROYIDED�TNI�iNE Y[OiH pF THE I9EA0 RT R VO{NT�MOi NpRE THAN VIRIHO S✓�L!HC PCMMPNCNT 1W0 Y[TNOII p OISWpXECfING SY4TCN OTMEN TINN TYP.EI(�F210R WALL CON$T{�. . t2 INCMES(I�1 T�E SIpE iM1�RE TK TREROS ME.NP18t0YER IS NOi LESS MRII 10 1HGMS nND ���REWIaED«O�C,lCtlRlffrvT PRpiECii�n. tNE MINIMUM IOM�wrt 1REs0 IS�91 LESS 1�+�6 IMOiES. iK COMTINUWS nNlW�il E6. PNOYf0.�S�lME W�G C/JiB@�MQh�KlOE OEiECTm2Y� . REOUtf1E0 8Y RR�l9.I SHPLL BE LOG*EO O�TME SIOE NQRE tHE TREAD IS MARRDYEfl. A� <<���EEP�M'R�' � I B.�OUTSIOE EKN SEGNRRiE QEEPIW nYE0.�tSlsat now. F sleeplrp ereof� . � \ � BUIKFI�AO ENCLQSURE STp[RVAYS� . , C.)�ON EACH�ODIil�1il�S��Rr�riK DYEIL[uG IN0.UOI�r ( \ BnSE�¢nT. . TYP:�COND RODR WNSTR. ` , PRpVI01nG nCCESS�tqp�TNEIXJTSIp[GFEap[�[v[LTTp THE�BASENENT�SM�LL�BEGE[EMPTS[ROM ' 3 4 TdcG OSB 5�1BFl.00R r TH[REGUIREMENTY U�HR712:RR]t��.PND RN315 VNEN iXE ap%IMM NEIGNT FFOM TME BI.SEMEXT (CLUFD a�d NAIIIDJ�� ' .fIHIS)�o flppR LEVEL iO�CdUOE AOlnCENT TO TNE SiPiFYnY OpE4 N{iT E%CEEO B��EET M!➢. -2 R 10 FLOOR JOIST ' FXE CRn�IEVEL�ENING T�THE STGIP�n1 It CVVERCO HY�BUIKHENO EtKLOLWE VITM 2). fTIC KCESS MUYT BE�VR6YIOE0�ITH(1�L T':A b INpES nn0 NnvE�N1N[MM � 'fNQO DWRS� � OiEH1eG Cf 2Y%30' aCCESS�i i0 BE>IPCEU In SlnHpnRU S[ZE CLOSETS. -1�2'GYPSUM BOARD ON rnu-Iw ttoSEtt rl�t BE n[[EvrnBLG � . FlRST FLOOR CENNC GUAROS RE01J[REO� � PO0.CNES,9nLCONtES Bf RnISED i'l�SUAfnCE�2a1E0 MdiE TNAN�0 7KM1ffS AHOVE TNE �� 4�aTTEAS MUST BE I14Tf1LE0 1�aflEPS VHE�QPOH$(vE Qt CULLMSIBIE SOILS fLmR m!GRw➢E BELOV TW+II XAVE GUeR➢S HOT LESS�TiNN]6 IrvMES[M lIEIOIT. OP�Ja ����Tp C%IST. ➢ISCwVtGE OF LLl ROOP ORnIIUGi 10 i1E GimLYU A1R�uCE SIIJES 0(STpiRS VITN A Tl1TRL RI�SE�1'MRE THNI]0[:iCXES.<BOVE TME FLOOR W��llE S�YSTEM AT LEPST]GCEi GRp1 IUIBIpPii@1 YPLLS ON 10 RM sVPRE1VE0�RqINaGE � O .BELOv SHalt HAVE WnRDi MOT�IESS iN4N��INCfGS IH NEIGMT�IffA$WCO'�EAi1C+1lL���aW 2A TME NR%IMLM I.EtIGiH Oi P CLOMS ORTER E%NPIIST plCi�SMALI N�i E%CEEO 29�EEi � iN[NpStNG OF TE i�n0i ' � cppl�TNE mtTER LOGiiOH i0 nE VML UR'R��1EFMIwTlaN. TIE Ma%inUM lErfiTM � � GUARD OPENING LIMITAtI0N4 6 THE DUGT 5w�i,BE REDUCED 2��EEt fpR EnCN�5-UEfAEE BQ1D aa0 9 iEET�9W E�CM 90-OEGRFE BEN6 Fff M+IIFA1 LENGiM 6'T�E%NRUST p11CT DpEs Il�i INCLUOE T1P.EXTEFUOR WALL CONSTR. � N � S�t.L��vEU�EfMED�nTE Rn[�tS 6i dtpMMENTat 0.�OSS�S�T�T matY1T KLOV'VPSSNCE O�C�4S }HC TWIMSITI@1 pUCT. ief � � ♦SMERE�IHCNES OR M�tE[H D[nHEtER, y). /J+PLIwCE/1GRSS-uP1�L1Aw�SNPLL BE CCCEYSIB�E f6t IXSPfCtIB+�SENVI[E, L � . f - . E%CEPTIOia�ME IiIAHGULM OVENfNGS�ORMED BY TME R[SEi. TRERD M�➢B�TiM RRIL�n R[Va1R ANO IEPL4CEeCNT VIIHN�4EWVING FE�dPxEM LD�STRUCT[Na W PA�1Rp RT TME WEN SI��Of R STRIRVRY NRE PERMfTT[0 TO BE N SUCH?S[2E iNIYlT INOIES.OF�ORI[ING SP/J.L 9411L BE VROYIOCO IM�RONi�TNE CONi�SI9E z TYPICAL�nd Fl.00R at EXTERIOR WALL tNnr�'P'SPNERE 6 fNCnET CPNNpi PASS n!R011fH. TO AS�ICE IW MPI�u¢E. nPR.icNfl lavlNG N�I[iilTl�SOWCE SNwL BE ElEvniEY MPNDRAILS� SUCH TNAi TIE AAINLE OG IGNIl10N(S HpT IESS T„AN IB'PBOVE�iME FL�ON in G�Rn'uES A9 :SCnLE: N75 � Z � Hq1lpRAilS'NAYING NlNIXUI RN�1M%IMUN XEIGHTS�O�]�INUIES�HD 3B ING6S. NEmEC1ivELY, ]t. PROVIOE<DEWPiE LIfMTtHG Fef/�L IMtERiet�t+0 E%tERl04 ST>Iw�Elli nN0 L<N01`WS 3F NOi IESi � TYP.�E%1FRIOR WALL CONS7RUC710N � N � MFASUREO VERT[[AILT fR01 NOSING m'TME tlE405, SNILL�BE PRDYIOE➢ON�YT I:AST�OME TXro�30 fmTCPMO�ES P303.�3� �-NNYL SIOING�O��aR INFlLTRATION �� w O . SIOE OG Sin7RVAYS�. n�l REOulAEO.WWUNRILS LwLI BE CONTIeLd12 T��ULI LEOGTX.6 TNE � � HIXISE NRM 1 1 ' :ST�IRS VITN TVO OR 11mtE R[SERS FRpM P PUIMT DIREGTLI'ABIiVE TXE T�RISER ff�RIGMT ]2. KL wCspEpS.GIf1UER5 StPPGRTftG BC/�S/�N�OT+EP Y�GUCTNiuI C�PGt2MTS MK W�ERED WC[R y� � 'i0 R iq[NT DtRECTIY RBpvE THE LOYEST RISER�TME fLi�GNT. EN7S SMnLL BE�TI&rSD GR R]01.I.E ENGIxEERE��SIGn. T�&SE OR��IM'.S wVE BEEN�vREGn�O�NOER iHE p10.ECT AIPERVI5IM �-7�76�OSB WALL SMEA7HING Swll TEIWiNaTE Ix NEvlt.P�STS OR S/iETv TERMIMRIi ORnILS nOJnCE4i Tp n VnLL ' Mi0 SE��E➢BY.n nEV�YOE(ST4TE CERT11'IEO PR6ESSIOM4l SffiSTURK EMGtIQER IM M.WRN CE . �-2 i 6 S7V05 Ot ifi�O.C. O $�W,�NnvE A SPPCE�F Mi�ESS'TwiH.1.5 IMCMCS BET�EEn iK Vntl�0�NE��arvRl�l�. �ITM�CE�rE��EwGIhEERING PRACT[CE tnSCE-1>. NPNDRAIL GR[P SIZE:� � NDATI�N NOTES� rfM UIX18LE 2 s 6 TOP GLATE � �y RLl kE0U1RE0 MlWM/ILS SM<L.L BE Of�ONE Of 1NE f�tpYING TYPES'�PROVIOE CGll1�Ml£Hi �, p�� NIIAifN�VW.LS 4RE� 10 INC�S THICIf" NO�300�v.S I. P9uRE0 CW¢RErE IULESS -6�F.G.INSl1lAl10N(R-Zi)INSUTAiION � Q 7f :,knsvn¢t;irr. a � 7/2'GYPSU�eGtaQD �� � . O�tiC SPECI�IEO ANO� T VI�TH Mu xORK�S�AIE[OCE SfCt��NaO�iGR GfUW2ETSIK � TNROUGNOUT C3t0UI1D F100R µ � T�PE I�-�MGwCRrIII$ !TM CIRCIIUR C0.0TS SECT[ON AWLL WIYE Pt!WTSIOE OINI2TER Of STRENG � Q if y � � A:LEfST�1-1/1 INCNES PNU NOT GiCnT[R iHaN 2 tMMES. If Tl£WW➢RAfL IS AYIT CtRCULNi Z, p�y�WT7 E TO 20 iNCMES�SOE BY 10-INLNES OEEP PMO 2�0 P.S.[. C�NCREIE IMESY . IT SWLL NnvS n PEGI�ETER OI�rtnS10t�ai nT IE�Si�INC�ffS N�D NOi GiEPiER T'an 6-t/� Oi�fNlSE SPC I D+B INCMES�B[LOY fINfS�U GRnOE N N IN6�S YITN A IM%IMM CROit SECTim1 DIMEHSIOM�2-1/� INp1E5. tiPC It- ORnILi VITH'A�PERINEIER GRCRiER TWN 6-1/1[ICkQS S4MLL PROVIOE• �� ��DEC�RE Q II60 2ING BnnS nY�WI%0 Hv ESipBLiSxED�TfTES'E%[S�ING�SOIL CQ�DITIOM (�tAOE YUST OROP 8 Wtl1F$ � . " GRRWRBLC ffNGER RECESS AREP @i BOl!$fOES 0�TME�0«1E THE fINGER�RECESS SiWll � 1NE f7R$T 10 FEET O�(RAOE 1/ BEGIrv-V�LNIN��.0[ST'NCE�F'�InCl1 MEaSlIREO vERiICN.Ir iRm1 TME.TKLESi GORiION�� �� ������ AT��`� �+E tHOLTS 4M0 V4SHERS) 6 fEET dC IW�12 INGNES FROI C�Rl:CRS �(�.�����p¶QN, .� V IxE PR�I�E-ai0 nCHIEVE P DEFIN aF PT LE�ST�/{6 INCN YIiN[N 1/8 IxCN BELUY lIQ p��}��' . ♦ V[➢ESi PpRTIM�F TxE MM�ILE. THIS REOUIRED OEPTX SMALL��GMiiNUE��OR RTIEAST Ji8 S..pRN'1 RCTC FpUNDnTI ATEFVRUOfi�NG FflN)TOP 0�FO�TIMGS LO f[NISHEO GR/7E VITN TOP�OL WALL � _ [NCn TO R IEVEI TNPT IS MOi LESS TXRH t-L�IMCHES BElOV iHE TRLLEST PpRiiM Of� Pn IT�nlnQli CMTING 6.2: . . . TM.Fl.OIXi CONS7R. � �.� N - TXE PR�ILE TYL MfNIMlk1 YIOTN 0't11E WHLWIIL ABOVE TNE RCCESS SNRLL BE 1-1/�1NC11E2 6. NSRETE(100NS SMI1LL BE��� �CS THICK�l'ER�InCHES�Of Ppt1R0US�ILL RND C�YERiO . - � IO R IUKi�N OG 2-3/�tNC'ffT. EOGEI SMKL NnvE M MtNIWM CPDIUS Of U.01 (NCH. y ..6 i�l TNICK PpLY. Np[STIRE RIER RN5.2.�1. R109.2.2. � }�4'TdeG OSB Sl�FL00R N m e � N ` �' lANOINGi�.. . . " FlN. GRADE 7�i/0 ROOR.I�ST � S � � � LPXOIHGS T�pRD THERE�liW�L 8E n ROOF�R LAHOING ON�EA61 SIDE 0��E�CM E%TERi�t mOG. FIRE B��CNING NOTES� . I i I I LL m n n . �ExCEPTION ENE a STPtRVRi���TYD Ni i'EVER RISERS IS IQCnTEO OH TNE ESTER7UY�SIOE 01' 1�2�ANd70R BOL75 O B�-O�OC t. PttpYlOE.�IFEBLOPtI��+G nT p�l l�fA�10Mi RECUI�D 8Y CDOE SECT[B�6G2,& �y. � � a. 0�. OT�R T�wx T1E RfWIkE➢E%lT IOOR�.e�lNNO[NG IS�t81T NEOUTAEO'fW TME EICiERiOR SI�E � � lY FROM CORNERS� �.ra D� 2. iIGCBLOCA(�SECW�O R�N.AISiS SU iMnT NO IUFIl011TW,¢UN E%CEEOS 10'-0' TxvlCnl. . ... d ppp ' .. . 1HC fL00R CR LPNOING AT A CppR SMf�L�MT EE�ORE iNw�1-�/2' INCHES LOYER TNNN TNE TpP 3 fIPCBIOCN STAIRMELL PLO�STRfnGERS. � �-I I 2 ROW OF f4 STEEL BAA HORIZ. n �� !y � �tHE 1�E'.S�17. �� w � w fIREBLOCN V<LLS VMERE TME�FRTIC�L CUNCEAtEG-S>nS E%CEiOS so r[Er rExi1[nti;�. 16'�FRdA 10P ANO 80TTON OF WALL K O . E%CCPt10b GROv1YED THaI TIE EXTEYIOR 00['iRYFT fS XOi fOR'THE E%[I O�f1 RCOUIRE➢<M1N ] VERTICPL LONCGlEO SPRCES NtE tmT TO E%CEE➢10 FE'_'T YENTICN.LT'TYPICRL. U O 1� � iEET IM Yf➢iN�x0 6�EET. B Ixp�Ei'IN�ff[fNii. TtfE STEP B_T�EEM THE LPNOIXG RT u�E%TERIDR S fIREBLQK fiL uqLLS VNERE N SOFfIT IS CMSTRIKTED�T TNE SpfGlf LEVEL. ppp1VHT<OtiT OUORI PNO THE TO>Oi THE IHRED+ID.O�SMRLL 1NVE R RISE NOT GREATER TINM B-1/�'• 6. �IRCBLOCK AT OEPRIMG VPLL N�D GIROER I.00�TION 3. TYPICAL 1st FLOOR at.EXl'.BASEMENT WALL SI2E� THE�VIOiM pf EPCX IPNOING 9�KL�SJT BE LETS�NeN THE STe1RYnv�R DWR SE2vE0. � EVERT�lAMOING SMRLI MNVE'R NfN1M1 OfMEN31@I�]6 iNCMES MEnStI�➢iN inC DIREC(IUN SAFETY GIAZ I NG NOTES� � A9 SCAIE : N15 TYP.Fd1ND.BASEUENT WALL - .. W TRAYEL. . p(yyyfff 1. GLa2[NG.IN T[➢E-HINLED OOORS ExC[Pi�4LOu5iEA B��POUREO-IN-PU4E CONCREIE U!!.Q �� i�MPORTANT NOTES� E GLA2ING IN FI%fD N10 SLI➢[MG�PANELS Gf SLIDiNG OWR ASSENBI[ES PM1O . FWNDA7ION WALI.�OW�P�17. PPMLS(H S�(D[MG nNO�BtFOI�CLOSEl O�R nSSEnHLIES. OAMP PROOFlNG w�B�NkIN0U5 1. RLL CONtTRUCTtOx IS 10 WWLY TO N Y.S PES/OEnii�L�IOCM.COOES. 3 fiaZlxG In STO+M OOnas. . COATINQ gC710F1 W8.1 - 2. 1LL�ELEttRICaL MtK IS i0 COIIPLY*0��¢x�IlOxnl�ElE[tRlCRL CO➢E. �. W,pIMG iN Ml lYa'aAMEO Suir61NG OOORS Y%4�O 24�O.G w� ' 1 N1'2R�RS.t RKTERS ME TO HE SPRUCE-PINE-ti9�2 OR BETTER� ; ��ZfuG ir�➢WRS IwD Ewa.OSukEs rax xOT TUHS. vHltaPURs�. LWus. H��L BAR�O a'-0'OC -II� W�7�f.G INAJL�(R-i3) - S1UDS�-STUD GRC�E. �106t AISTS�RE Tp 6E BWTHERN Pf.`E.�1 @t�BETTER STEM Rpm15.BATNiUBS fWD SMOVERS. 0.oliMG IH Wl PMT pf P BUIIUIMG ExiEH�D T�T�P ROW HORIZINITAL - p��KrapERS qpE�0 BE 2-2%fY'S IR+IETS Di�RrITE SPi.CIPIEO. nLl ENROSIUG iwESE CO��TMENTS YNERE TNE.BOiTON E%POSEO EOCE 15Id�N.THERMAL BARRIER pQ A a1 TRJSS[S'SNALL BE ElKiir�E�iED 8Y faB1ICRtOR PS PEN RECUIftEO OESIGN LOPDS. iRUSICi PRE� Oi'TlE 4A21NG IS IESS L1MN 60 IMp�E2 KRSURES VERTICRLLY.�qgpY[4NY � I ROY1S-It$��B� I O • 4�CONG AAB(2300 P.SI.� . �0 BE OES(GNEO PNO[W�S�RIICTED[N�ALCOYOeNCE M[TN TUE IwTEST TNIISS PLnTE SNSiITUTE STbV01NG(W vq�K[NG SUW'NCE. Y LAPP ON CORNERS pVER 4'PpRWS FlLL N7TX „er SVECIfICAiI01S 6. GLA2ING.-IN RN INDIVIOIIAL��I%EO OF OPERPBLE PANFA AOlPCCNT�i�A�WOA a y�� �I II) . 6 NIL VAPOR G OETeILEU TRUSS ORnutuG5�5NiU�.t HE SIWGliEO 8'��RBRIC��OR RNO SxniL BE e�QDVEO BY I YNERE TME lSARCST YEFitCIL EDGE LS VITHIN p 21-INCN RRC Of THE�WF ��M 7�ST'� li_ %� � - � NEY YfFI(Sintt CERTIffEC EpGINEFA. fN P 0.03E0 V�SIiION�4ND VMOSE BOiT�EDGE IS I.ESS TNqN 60 1Np�S I I; 7'1pICAl.CONCRETE FO � ). VRpV1EE TEMPORWY CdlSTR�1CTIQ�B�CING��'d iµ{�55E5 UNTiI PE�wExT 9R�CING Pw0 .. ABOK TNE.fLp�t�t VaLKiNG SURiRCE. � p�Y�pm R�G p[aMING IS IX PLRCC. 1. CLIZIMG IN AV INDIV[OWL�IXE�Ql�ERRBLE"PNEL. OTISR TNP.tl�iM�SE �i! e.,e•coNc.vr . F NEpfr y � LOUiIONS�SCRIBEU IN ITEMS�S�1x0 6 PBUVE, fWT MEE1S KL�TNE NRQN-SOIL� O B. OESIfN LMOS . lm�p�ING CQ,DITI�S� � I CQAPACTED f I R S T C t 0 0 R ��0 pai L I K l M0 ' 10 P�O�E�LOAO ' 1.1-EMFUSEO PREP Of AN�[NDIYIDIIAL VPNE Ci�EPiER THPN 9 SOUSRE FECT. GI O. ��NG C p _ ,�ti.s��B��c � 2500 P.S.F ffCON➢'F OOR-30 psP LI'/E lM0 . ),2-BOTiON EOGE IESS TMnN l8 IMCMES<&IVE�?�fE f�ppR. - . �`� pi -Iq.a:cv.iE�,44SONe. .. . � R ^� �SNOV�On➢ 1.]-T�EDGE-GREPTER�Twu!46 INCNES nHOYE iNE fLS�R.� . Tq'�P pF RA n AI INP PE � � fl .. +�"},.�E*R-� 0 ).�-0�¢OR�NORE�uKinG SUMa[ES rIn+IM 76 INCNES ¢'�� -90 Oif VIN3 lOnO X6i�IDNTALLY 0�Tr�(d.AZING. . �� �N £,y��. 9, rDTCM(�si REWIfR,ENTi cpR ptTERIOR LOUD BFARING vnLlS: - & /�LL Q�IK+IN RnIIInGS REGAR0.ESS�nN ME4 mt M[IGNT P90�E.A SANO B IE {S R Q L 11 D� :��a VRLItING S4H6RCE InCLVUED�E.STRUCTURPL HRIUSTEN VRNELS PNO 015C}1 CE T 1L TK��i b a.f L6eD BE�RING YPIIS C1tt�ebRC Tww SDY�MUSf BE SECtRED B*�NETn{,ilE.CS� NOMSTRIlCTU1fRL IN-V'I�L PtJ�ELS. � fXILK BY 1 1/�2 INCMES�IOE vitN 8-160 xa[�S O�EnCN SfOE EMCEPT VIIER ExTERtUR q, �p2[td IN VR�LS PND�Et&ES ENCLOSItiG IH➢Omt 4M'J @1TpOpR SV[MNING ��O � R �{;y�. NOTES/MATERIAL VnLLS-nRE C�VEREO BY�SNEaTMING. ppmT.tNY�TUBS%9 S�AS�MERE TME BOTiON EOGE Of TNE PO�.OR�SPA SIOE� - 4 1'YPICAL fL00R at EXT.BASEMENT WALL �! � �+�'� �r &��ES.GRERTER TuaN.� 12 lrvtn[S REWIPES UOUBLE SfU0.S. �S LESS 1'�fnM 60 [MHES�A6pVC a�AIKING-SUIt�PCC-RNO VItNiN.dO��INCMi.S � � �;��� -�v tv SECTION C.)t�HOLE$ARE�ERN[TTEO��VITHIM 5/B��IflCM Of TME EUGC�pI�I�NY S1UD� . xpql$pNTpLLY 0�THE VRTER'S EDGE. iN1S SHALL PPCLY Tp SINGLE'GIAZING f49� $CAIE: NT$ �J� , :�a+� 0.>NO uOiP�S nYE PERX�iTEO i0 BE�E THw TSI Of'THE�ETt10�EViN. R502.B.'. qrv0 KL PPNES IN l91LT[PlE GLnZIN4 � � 'Y � 602.6<If.<2�R6U2.G1. � ' 10. fIR�IACE M�TES� A.>�iRESi�6U�SE AT B�R. ' 10. 0.N21NG.POJnCENT Tp STPIRVAYS. L4N➢INGS PNp RANPS VITHIN.]6.INCMCT ��` U7S�J� � � B.)PRaYlOE SKE1RpCK IMSIOE OI CMnSS-IO fIRST fIRESIOP. MmtIZIA1�KLY�A VALNING ri0tfp�[Vnp TH[EIDOSED SUtIACE Of C.)��LL�V ItrdS SPECICIC4T[B+5 F6t.>�EF[NSTPLLATINI p�PRE��9RIC�TED ����S IS LESS fNAN 60 IN[�2S<BOVE INE PLA�E Oi TME PDlACEMT �����'�� �� /�, . . ' fIREPLACES ANU�IVES. V�{.KING AIR�AL[. �� ]� 0.>FREfCBRIC�IE�G[REPIACES SNRIL BE LfSTEO. LRBClLO NXO INSTPLLEO�[N II. 0.AZ[NG A�JRCENT'!0 SfP[PV11TS YIIHIN 60�INCMES�Hq1I20MT4LlY Of T�E � RLLdt0.NICE VITM CQ!➢iTIOHS 6r TNE LISTINGS. � BOTTON TflEAO OF!STrIIRVPY Ip AMY OIRECTIQt1 YNEN THE EXPOSCD�SURf4LE ' ��/ C.�>�[REPULES SNalL�BE EOl11PPE0 VIiH nN E%TERIOF 4(R SUPPLY TO ASSURE Qi�fNE GIRSS IS LESS TNnN 60 IeiCHES I9➢VE tHE�I1�SE Of THE�T�.4D� � �PRGPER fYIEL COnBUiiid�. ' . ' . ♦ � Wz , ZO O - ' ROOF SHEATHING� � � TRUSSES AT�REUUIRED SPACING � U � � � PERMANENT CONTINOUS LATERAL —— — � � � � VERiICAL TRUSS YEBS BRACING AS SPEC[FIEO BY THE � iRUSS ENGINEER NO7E� . . ALL LATERAL BRACES LAPPED � � ' — — � AT LEAST 2 TRUSSES. . _ � � 4S' HOTTOM CFiOR➢BRACING � � ��. � �' OUTSIOE�VALL TOP PLATE O O 2%4 BRACING NA[LED TO�PaSITE U U � � SIOES OF TRUSS VEBS.[NSTM.LE➢. � AT BtlTH ENOS OF TRUSS RUN AND . 2X4 tATERAL BRACING NAILED � � REPEATE➢�EVERY 20 FEET ON THE , BOTTOM CHORD BRACING 70�TOP SIDE OF�BOTTOM CHORD� . � . . SAME tINE AS BOTTOFI CHORD BRACING. INSTALLED.l+T 45�`ANGLE. VITH NtNIMUN pF 2-120 NA1lS. � NAIIE➢YITN 2-120 NA1LS,EACH TRUSS. � � � 2%4 D[AWN[d. BRAC[NG NAtLEO TO T�P�SIDE OF BOTT➢M CHORD � V/MINIMUM�f 2-IED NATIS AT • ' O � � E!+Oi ENO�F BUIIDING AND AT CD In � . . . � � 20 fEET INTERV/U.S. � (p '�, � � F- I � NINIMUM T���RD TOP CHORD � � � CROSS BRACING AT£ACH END UF SPAN P1TCH �ATSPACIN6� SPACING NND,iRU38ES' � � ( I BUILDING AND�AT 20�FEET INTERVAI.$ . L� z � UP TO 32' 4/12 8' 15 � N �"" OVER 32'-48' 4/12 6' 7 +'' Q � - OVER 48''60' 4/12 5' 4 � U` � . OVER 60' PRLIFESSI�NAL ENQNEERING REQU[RED � O � Q � Tct�1P❑Rr�RY E�2ECTIDN � �—" Q # U T�P CHORD TRUSS BRACING � cn - DETAI� AND TABLE � � � . •NOi TO SCALE' � V ` �R �� � � 1 N BOTTaM CHORD B(1TTOM CHORD � � � � �� �' � � SPAN� MININUN LATERAI BRALE DIAGONAL BRACE .�y. .. \� � PiTCH SPACIN6 SPACYNG'N6 TRUSSES' �'Q!� a fl m � UP TO 32' 4/12 t5' IS lR �qT � n. n - ` �� '� � � � � � � . pVfR 32'-48' 4/12 t5` 7 �S A � � � � OVER 48'-60' h/12 15' 4 � f9Sl�S � . OVER�60' PR�fESSICIHAI ENGINEERiNG REDUIRED � TT M CH�RD TRUSS Bl2ACING �� BO ❑ DETAIL AND TABLE �� 'NOT TO SCALE' �fl � � N�TE� TRUSS BRACING N�TES A3 PER SPECtFICATIDNS SET FORTH l' � BY HIB-9! SUMMARY SNEET FRL�M ?RUSS PLATE INSTITUTE. ��pF NEW p� ,�" �� TRUSS WEB BRACING DETAILS •rmi To SCA�E• =�`�� �,,STEE,yB� � > NOTE� SCHEMATIG TRUSS BRACING SHOWN, ACTUAL TEMPORARY � �, � ,:.po g� • AND RERMANENT BRAGING T� BE SP!•=CIFIED BY THE NYS �4`� y � LICENSED ENGINEER RESPONSIBLE FOR DESIGN �F TRUSSES � c;�<. , �:;° FOR THIS PROJECT. r��� � � TRUSS FRAMING C` s�rj��� �`;1� DETAILS � �., 2s'. ' 07jq58 C>� Tf�USS BRACINCa DETAILS r°pk Fsslc,,��� � � � . �� ♦ � ,�►���� ��► � �� ��J������� ������� �� ������ ��� ��� ������ 8 ♦♦ ♦ • ♦ �i� ♦ �i ♦♦ �?♦�O ♦• •�♦ ����Ap���y�• ��i'`"�►� .�i�O�Oi��iT.�'�'��a.`%�..��i e��'��'i''"�' �i ���• • �► O�•A�, p ♦ ��i�i�� Di�i�Oi����i�i�i �► O�i�i�����►��i�i�i�i "'?��i•�i��'O �0�,��00���►O��i',��i'����F�������� ♦�� �� 0 ♦�♦ ♦ � ♦ `� ♦��♦ ����♦ ♦����♦� ,• .�.���' �.O���J � ♦��♦ �����►�♦�♦ ♦F •��♦ �O i i�i�i���i��i�ii�������i�i'i�i�i� i•!��i��i�O��i����������`Q''"rr�i��i�0•'� �������,������i►i�i������i�������� ������%i�����i�������� �i�������i ♦ ♦�� ♦♦ !�� Oi�t♦�.i��A �.�i��0���► • ��0 ♦�°�����".��0 �i�i ��►♦ ♦�♦ ��j►��������� �p������ ������i ►��t00�'�O�i'►� �i��O���c. ��� �.���-`i���� �Op���;�����..�� �.�� ♦ ♦ p�� � ������ � a O�ii�i�i00i0 '�l�i�ii��♦ *�'4�i��� ����♦ �i�0..0� .� �O�i�i���� ������ ��i����IO►�p�� ����� ���♦ ����,I��i�O�i ��e�' �7����O��p����p������������O�e�����t� �,Ai����0������•�������`•��������������������i�i•i♦� ��i�i�i�i'��I ��i������� ��ipir'�� 0�4' ai �i�i�i�i�♦ �i�i�i��d�O�+��i�i�i�+�` �i�i�i���i��♦ ���,i':���'���i�i�i�i� ��i�i''i�i�i�i' Oi�i�Oi��+Oi�i�i�i ♦Oi�i�i�i���'' � t_ ♦�♦ ��i.' ♦� 0��0 ♦��O�O�i ♦di � ♦��O�'���i� �I �����yt �����������0�������� �����i�i������� � ii�i��i����������♦�•�•���•���•���•����.�����i`��►��0����• .�i,����o•q�. ������p�i����0���������� ��9���� .1 ,�� �♦ ♦�- �i�����' ������' .!�.o� � ►�i♦ �'.��i�� �� �O��i♦ ♦ � ♦• o♦�,�����i���� ♦��������� �i�i�i�i�i►� �i•;►.�,, �.. ►�i�i�i� �i0i�i ��i♦ Oi�i�i�i�i�., ���i O� �i��i�i` ► ��i�0i�i � ���i�i�y��i�i�i�i�i�� ,��i�'.:� ��Q��, ��i�i�i�� pi� ���i�iO��i��������i�����'����� ��►�p���p���0�'►�i�� ���►�Oi �`�p.�►e!�� ������ '����`�����i�i� � �����i�i�i� ���i�ip♦ ��►���0� ��. �0��0�����, �p��I�p ��:�i�d�►♦ '4yV�`'���,��b�q0 ♦���P• � ♦��i���� �♦�I� • ���i��0 � ��i�i�0i�� 'O�'D��ip�0i���i�i�i�i�i�0 �%�p00�0�����• . �yy►����p����� ��i�0i�i��♦♦♦�b�����i����������i��� '�i0i�i� OOi�i�i� �i'��i�i� •!•,�'i�, �� �Di�i����0 °�i�i�i�i�i�� Oi�i�00 �+ODOO �����0���� ������►�� ,������� °�i�� �.�♦� ���4►' ���� ♦; � ♦��♦ �I��i�� i 0����� .+0���i���* � O��''� ��i��� �`,�♦ .�►� ,���� :��i�i������i������% '°'���0�i���. ������'iw�i���i�� �������� �i;.'� �►0� ' •!•' �,� �OO����j�O�•Q►!� •Q������.L•� ♦���������♦���• ��, , � ������� �;�;,,.- �OOD�oi � ��i���ii� ���i�i����0� .� � � ������i►��,�•. .c�+�'`�� ♦�♦ ♦0i♦ ♦ �•,. ������70�O�iii���I������i�i�% � ���Q��O" �o► �i'i'i'i'��ii�i'i�i•i�'��+'�� ''� ��'� ���������y������.����e����� / �����pO��p�O� �� ri��,. ��Zi����pp��� ���ip, Oi�i�i�i�i�iZ��i�i�i�•' �� �������������,p�����;.`.• �i�i�P♦,9ii!ei'�� •• ��. ��p���������`.� -, � � .: A °, ����:�:�.����: : � O ���ppp♦�� ���i��i�i�i�y`�I' c��������i''�� p ►���� '�,� ',�ed+.�y,� .,. ii•: �.� •' , - � '� 1 1 1 �.. � � �s . '�. :�' o ,: �� - l � . � . . � �� 0 . l. o :�: • . - . � • � � ��� ' . .- m GITY OF SAfZATOC�A SPRINC�S S I T E D A T A: —City of Saratoga Springs Tax Map #203.00-1-2 (O.D.) —Area of Site: 39,967tS.F./0.9175tAc. —Existing Zoning: RR — Rural Residential ' —Number of Lots: 1 TT —Sewer Service: Private Sl l� —Water Service: Public —Maximum Bldg Coverage: Pri�cipal-15% / Accessory-5% —Maximum Bldg Height: 35' 190.00-2— 27 —Buildin9 Setbacks: Lands N/�2009�46403)Farm, LLC , —Front Setback: 6d minimum " �^-•" ° ' —Side Setback: 30� min. (100' total) - —Rear Setback: 100' minimum , K E Y M A P N 55'S7'46" E 199.91' IPE -IPF �cn'(oR v) �4 � Z \ (n � �����, � . � L E G E N D : � g OH Overhead Utility Lines O ,p ��`'���,y�, � � � � PP Power Pole -------- �E--� Fence � �' \ s Tronsit Station � m i i Tax Map Parcei Number CLF Chain Link Fence 203.00-1 —�2 IRF Iron Rod Found AREA: 39,967tS.F. IPF Iron Pipe Found 0.9175tAc. '� -1 ,�-1 � FH Fire Hydrant ��0� 203.00-1—� � � � 203.00-1— 34 WV Water Valve c�, Lands N/F of Schmidt Management, LLC � o � Lands N/F of Christopher Boyea MH Man Hole ' ' � �S � � (1622-663) DI Drop Inlet ^�o�' (zo�z-2sa1 s) � �—L.__ oc. w�u � _ ' `� � ` � I � nK ' ° FM Field Measured � 97.3t' EXISTING r--- z s�. w.F. � � ��, (C) Calculated (Sc.) Scaled 52.4t' L._.� i ;r, (D) Deed Data � op� ��H ���'�� �� MR Map Reference ' L--�� _,� � DR Deed Reference r� CONC WALK �y � � � � t� � �sd �r1 � � . 0 � FH #2237 0 iPF iRF S 55'S7'46" W 199.91� �RF ,- "Certificotions indicated hereon signify that this survey was prepared in accordance with the mCE OF PAVEMENT existing Code of Practice for Land Surveyors adopted . by the New York State Association of Professional L� Land Surveyors. Said certifications shall run only to the person for whom the survey is prepared, and on his behalf to the title company, governmentcl agency ond lending institution listed hereon, and to N. Y. S. R O U T E S 0 / B A L L S T O N A V E N U E the assignees of the lending institution. Certifications are not transferable to odditional institutions or subsequeni :;wners." SURVEY CERTIFIED TO : -Sunmark FCU, it's successors and/or assigns �� EDGE OF PAVEMENT � �' ---------- ------_ ..___ �---- --^Fa_ _. .__--- D E E D R E F E R E N C E : ��Survey subject to whatever State of fact ��AS-BUILT�� SURVEY which may be disclosed by an accurate 1 . Michael Caruso to Cornerstone Building Corp., dated May 28, 2015 and and up to date abstract of title and/o� t�t�e report." SURVEY & MAP OF LANDS OF recorded in Book-2015 � Page-1 6122. "unauthorized alterotion or add' ion r�to surveyoeXs seal bs,�� v9olptiolneo� de�t od C 0 R N E R STO N E B lJ I L D I N G C 0 R P . M A P iR E F E R E N C E S : Yo09'state Ed��'at;��' a tne Nt"' Y°�k 2237 BALLST,���v ;�.�'i��� ,%N.`���".S. RTE 50 -- SARATOGA �PRiNGS, ti.Y. 1 . Map of Lands in the City of Saratoga Springs, County of Saratoga which the � Scale: 1 "=30' Date: February 4, 2015 Prepared by: F.J.M., Jr. Public Service Commission deems necessary in the elimination of the above DATE REVISION �� `,_. named highway—railroad crossings to be appropriated pursuant to the revisions 03-09-15 Add Pro osed Site Plan Data ,���� ' — �: Municipality: City of Saratoga Springs (O.D.) Research by: F.J.M., Jr. of Cha pter 678, Laws of 1928, as amended. Bein g Ma p No. 96, Parcel No. 08-07-15 Add Certification to Bank ,`P �c,'���� T �O �,Q . << :� Coun ty: S a r a t o g a Drawn by: F.J.M., Jr. 119, Mrs. F. J. Shutts Re uted Owner , 09-23-15 Field Ins ection Foundation Location, U date Ma � o -� `� ( p ) file date April 8, 1946. � _ W � r� � . 06-06-16 Field Inspection, U date Map � � ' = 1 ;� �f S t Cl t e o f N e w Y o r k Sheet: 1 of 1 2. City of Saratoga Springs(O.D.) Tax Map #203.00-1 -2 �i `�,� � ',1 �, ` �o / Prepared for: Cornerstone Building Corp. �y�, QS0753 � � `°F� �ANr� s��; FREDERICK J . METZGER LAND SURVEYOR, P.C. ��:--. -'� P.O. BOX 237 � 12 PLEASANT VIEW DRIVE TROY, NEW YORK 12182 LATHAM, NEW YORK 12110 FREDERICK J. METZGER, JR., LS. OFFiCE PHONE: (518)783-0688 15-006 EMAIL: FMETZGER�NYCAP.RR.COM GITY OF SARATOC�A SPRINC�S --....... .. ...._....._.. __ _.. ._..___ -City of Saratoga Springs Tax Map #203.00-1-2 (O.D.) -Area of Site: 39,967tS.F./0.9175tAc. -Existing Zoning: RR - Rural Residential -Number of Lots: 1 -Sewer Service: Private ,SI T�' -Water Service: Public iso.00-2- 27 -Maximum Bldg Coverage: Principal-15% / Accessory-5% Lands N/F of Top Rail Farm, LLC (2009-46403) -Maximum Bldg Height: 35' -Building Setbacks: ... , -Front Setback: 60' minimum , . . , . . �,..�.,., . -Side Setback: 30' min. (100' total) ,,,„�,�, �...,a.,� -Rear Setback: 100' minimum � � �.�.,�.�. IPF N 55'S7"46" E 199.91 ° iPF ��..'"'�,-'`�`� ti `�= y` ;� A � t ,-- - z� �oR �; . . �� 4 ' c,�F Et- ,� \ �`: <� �. �. � :a• �' ,_ ,, ..... ,� :.., „ ,..: ` ' � OH Overhead Utility Lines �� � �,; PP Power Pole x �'�- -3(�� Fence � �+ >> Taxn Map tPalrocel Number CLF Chain Link Fence IRF Iron Rod Found 203.00-1 -� IPF Iron Pipe Found AREA: 39,967tS.F. �1 ti FH Fire Hydrant �o�O 203.00-1- 1� g 0.9175tAc. g � � ,�, S��K 203.00-1- 34 WV Water Valve c�, Lands N/F of Schmidt Management, LLC '* o "� Lands N/F of Christopher Boyea �� (2oi2-294�s) �: � � •S� � �, (�s22-663) MH Man Hole DI Drop Inlet o PROPOSED } FM Fieid Measured � 4 BEDROOM �C� Calculated � "� HOUSE o � ,� (Sc.) Scaled z PROPOSED�DRIVEWAY � �D� Deed DOtd � � � \ MR Map Reference \ DR Deed Reference so' sfreacK \ 4.� \ ' u c.� � � � � � . 1L10'(OR I) �� '�, - IPF + '� , IRF S 55'57'4&" W j 99 9� � 1 4 `� IRF I � ' � o � EDGE OF PAVEMENT I � N. Y. S. ROUTE 50 / BALL � TON AVENUE '� EDG OF PA MENT -- -- '`_.:� . � ... . . . ._ .. PROPOSED SITE PLAN ' �-� � � � �-� � �� ` �- � ���urvey sub�ect to whatever state ot rc�cl which may be disclosed by an acc�.irate 1 . Elizabeth Mitchell to Sheila Mitchell, dated May 29, 2007 and recorded in ��d �P to date abstract or t�tie a� ' Book-2007 / Page-39731 . ��tie report." SURVEY & MAP OF LANDS TO BE CONVEYED TO ��Unauthorized alteration o� ad�t C 0 R N E R STO N E B U I L D I N G C 0 R P . a survey map bearing a licens c . , _.. ,_, __ eyor s seal is a violation of, , ,,- ..,.. r_, e- M ; . ,- ,, ' . ,. ,_._ � ,. ,_ n_ ._r �. ,, � f , , . _� . ' , "�.. `" ,, . - . , , , s_._ • ,,, �_ � ._� � .. _� � 1 . Map of Lands in the City of Saratoga Springs, County of Saratoga which the -� Scale: 1 "-30' Date: February 4, 2015 Prepared by: F.J.M., Jr. Public Service Commission deems necessar y in the elimination of the above D A T E R E V I S I O N p(� f V,��\ named highway—railroad crossings to be appropriated pursuant to the revisions 03-09-15 Add Pro osed Site Plan Data ��' , y Municipality: City of Saratoga Springs (O.D.) Research by: F.J.M., Jr. of Cha ter 678, P ��� 4 � .r�' Q p Laws of 1928, as amended. Being Map No. 96, Parcel No. cij o�,�`� � �' ``:9 � County: S a r a t o g a Drawn by: F.J.M., Jr. 1 19, Mrs. F. J. Shutts (Reputed Owner), file date April 8, 1946. � � � ' �:V��j � _ , ; r� �! S t a t e o f N e w Y o r k Sheet: 1 of 1 2. City of Saratoga Springs Tax Map #203.00-1 —2 ��;; �F, 0 1� �o� Prepared for: Cornerstone Building Corp. �s r -�5 � __I�� ' r`, _, :--. .._ �., � __ . 5 3 �� y 1 f ' /""° ,��Q ANDS� � `..'� � . iv'ii= i �v�_" . �.t�l`ViJ JU �V��� V�'C, � , • �. �""a= -" P.O. BOX 237 � 49 PARSALIN C�URT � ;��,�., . _ - .: FREDERICK J. MEfZGER, JR., LS. - ; I 5-006 z } o °° F- ~ U N U Q J � � � J N 55°57'46" E 199. 91 ' � z � � � � � W � z ~ N ��. '1 �:;. � „� ;,-,� „ . . �J7�;"� ��:�.F�' 4, Q cD , � JC� � Q � I }- _ � � Z � � 0�0 cn � � ~ I o c� 00� �- in F-I' ~ ~ � w U � c�FFfr O � OW � z � � � oz � U � Z � �w � � 0 �, C�J C�J � I�- � Z � � = Q � . � S��T O NUjcnO `F W � � O Fti�� 0 � � c� c� / � � �;%"' � � 0 ��� / C� � OUw�Z �i DES/GN CR/TERIA ;" � I�1 ZQ � � Q � � 1. 4 BEDROOMS AT 110 GALLONS PER DA Y PER BEDROOM EOUALS 440 GALLONS PER DAY DA/LY FLOW. � � . O o � z 2. EX/SI1NC TERllA/N APPROX/MATEL Y O-5 PERCENT SLOPE. � 2 0 3.O O- � - � O T� T J _ i_ J 3. PERCOLA 710N RA TE.• 5-10 MlN//NCH EX/STING SOIL " A R E A: 3 9,9 6 7±S.F. � o�o � � USE 5-10 MIN. APPL/CA T/ON RA TE (APPL/CA AON RA TE 0.9 GPD/S.F. �n'� � 0.917 5±A c. � ��; � a>�a o w•�� 4. SO/L: F/NE LOAMY SAND '�, 5. NO GROUNOWA TER ENCOUNTEl�ED � 2 0 3.0 0-1- 1 � ` �:� o N ��'-' NO MOTTL/NG WAS IDENTIF/ED / • � � � � T-'r`�K ' 2 �c� � �_`"' Lands N/F of Schmidt Management, LLC � �-- - --___ _ -a � -n '� . o-�. 6. NO BEDROCK ENCOUNTEREO � ' ' �\ \ c v L a n d s N� �U c� c c� �,o 0 CALCULA TIONS �� (2012-2 9 416) �\.� �,,\` rN^ �_ v _�o ��, o� ` QJ � i �-� J �•-�, \� �:.. � ��� -O v- � �� 7. REOUIl�ED LA7E'RAL LENGTN.� (440 CPD)/(0.9 GPD/SF J( 1 LF/2SF) _----- � ��„a� o � o � o��`p = 245 LF. USE (5J 50"LATERALS = 250 LF. N \, � �� � o o-� �� °J'"" cn - o � co"�U �o �J � �� � PROPOSED 4 ' LQ •� a o � �.o� � � SYSTEM NOrES - CONI/ENTIONAL SYSTEM � � BEDROOM NOUSE - � �o�,-� •� �`-`'�z �-�J .: 'a QC � p p� L C/>C� . BUILD/NG TD SEPIIC IANK O 3\ � �ao o � �z m�"- o _ (n O � U. -•-• - N- 4 /N. CAST IRON OR 4 /N. PVC SCHEDULE 40 W1TH T/GHT \ I �� °�� ��'�� �•��� ✓0/NTS, MlNIMUM SLOPE.� 1/4 /N. PER FOOT. �I : � a.- � a� cn �, �.c � c -� c_,_,� a� �w.. SEPT/C TANK TO D/STRIBUT/ON BOX �� � � � -" � � � . " . �. .. � �� N ��N � ��L...0 ,.^� ' � '_v> O O c� �.--� � �� � _ l��K I �> � �., � O� �� � �� ____ ____- _ - � �,-p '� o,- cn _ ___ 4 /N. PVC SCHEDULE 40 W/TH T/GHT JOINTS, M/NIMUM SLOPE.• •� �-- � . >,•�� � � 1/8 /N. PER FOOT. i;�;,, o�o � � �-n o- " Q� � Z ,�� � v���� ���.cnvQoa�ic�n D/STR/BUT/ON NETWORK PLACEMENT � � � N `�`�"�'+ , � � - � � co Z � � �� � 1. CAREFULLY PLACE TNE COARSE AGGREGATE/N THE TRENCH. DO � m _� � NOT CREA TE RUTS /N THE BOTTOM OF THE SYSTEM. LEIEL THE � � � � w� AGGREGATE TO A M/N/MUM DEPTH OF 6 /N. � � _ _ _ _ _ _ _ _ _ ,� ,.��_ �0����� � ��,n 2. ASSEMBLE THE D/SIR/BUT70N NEIWORK ON THE AGGREGA TE. 5 L A T E R A L S A T 50� � P/ � THE MANIFOLD SHOULO BE PLACED W/TH 1/16-1/32""SL OPE PER FOOT. a� �?� � i- - - - - - - - - - - - - - PROPOSED EN � ,3 µ �rt, � 3. PLACE AGGREGATE TO A DEPTH OF AT LEAST 2 /N. OI�R THE _-- PROPOSED 1250 GALSEPTIC W { �f . 1�,,;, � , ,,,, CROWN OF THE P/PE. CAPS � _� L TANK � :�, ,� " Jkk�. � ^ � 4. PLACE A SU/TABLE-BACKFILL BAl�R/ER Ol/ER THE AGGREGATE; I Q'� O i •- i,=_'�y� � - . � U/L /NGPAPER. � - - - - - - - - - - - - � � 6\`'�'= J � COIiERING � � ��, ^ � 1. PLACE 6 /N. OF GOOD QUAL/TY TOPSD/L OIiER THE ENT/RE 1�- JQ�/ PROPOSED DISTRIBUTION �� ��ti�S� SYSTEM MIN. , 2. PLANT GRASS O IiER THE ENT/RE SYSTEM US/NG GRASSES AD PTED BOX TO THE AREA. N 56 °00' 2�Q" ,,,E 199 . 44' N 55°57 ' 46 ' E 399 . 35' N 55°55' 13",;;, ,E 199 . 91 ' _ , „ � � . �i - „�;, ;� �, � � � , > >> > ' , !, �"� ¢�o�j � � � S 55 57 46 W 199.91 � o��� " GENERAL I �� W��O a Q /`i���� _. l r,� �,.a�..�.-.� Cd �' 1. ALL SEPI7C SYSTEMS ARE TO BE DESIGNED AND CONSTRUCTED !�'f ' w d Z�� U � lN COMPUANCE WITN ALL NYSDON, C/TY OF SARATOGA SPR/NGS AND � � n � Q ��� �-- EPA STA/VDAROS FOR A CONI/ENTIONAL SYSTEM. : • F-+.1 w Q�GO � U 2. BU/LDER TO I�ER/FY GRADE OF SO/L PIPE AT BU/LDING PR/OR �Z � �� � TO CONSTRUCT/ON OF SYSTEM. EDGE OF PAVEMENT ^ �� `-� 3 NO W�LLS ON AD✓ACENT PROPERT/ES, PONDS, WATERCOURSES OR � (��W I � � WETLANDS EX/ST W1TH/N 100 FT. OF PROPOSED SEWAGE D/SPOSAL SYSTEM ' " v r FZ �x Z � � S 56 50 58 !�1/ 401. » o � z 4. THERE SHALL BE NO CHANGES TO TNESE PLANS UNLESS FIRST �'� �,.�_,�,►4+�� J - c�zaw� APPROlEO BY THE ENG/NEER. � d � � 5. NO FOOTING, ROOF, GARAGE, CELLAR OR SURFACE WA TER ORA/NAGE � z W TO BE D/SCNARGED TO SYSTEM. ND WATER SOFTENER BACKWASH M w Z OR GARBAGE GRINDER WASTE TO ENTE"R SYSTEM F�_� � � -� zz M/NIMUM D/STANCES \ • . . � L �� �� - �j _ w O W , _ ���� � �J 1 O� ♦ NOUSE TO D/STR/BUT/ON LATERALS 20' � _ DlS7RlBU170N LATERALS TO PROPERTY BOUNDARY - 10" W � z HDUSE TO SEPT/C TANK - 10' ' ANY PART OF SYSTEM TO WATER LATERAL - 10" � W D/STR/BUTION LATERALS TO STREAM OR WETLAND - 100� J � � U EDGE OF PAVEMENT � SECTION PLAN � � � r12" MAX � L1 GROUND LINE ~ ~ ~ W W W � � � o � o � o � AFFLE AFFLE, i _� -�' OU TLE T INLI"T � O O -� INLET _ _� � � � OUTLET OUTLET O - � II � 1/4" P.V.C. OR 4" TO 6" � _ 0 w STEEL SPLASH � � � �� � z � � PLATE & ELBOW � � � � W � IF DOSED SYSTEM PLACE ON MIN. o o � o 12" BE D OF S A N D PLUG � W o Q W 1" TO 5" OR PEA GRAVEL � 6��MIN COVER FINAL GRADE 12" MAX. � z � Q � � TYPICAL PRECAST DISTRIBUTION BOX _ _ _ 12" MAX. ,� � � , _ - W z � F O R T M I L L E R O R A C C E P T A B L E E Q U A L G R A N U L A R F I L L I N I S H E D G R A D E NOT TO SCALE EXISTING GRADE � �� 1/4" PER FOOT TO DISTRIBUTION BOX W Q � , N-S�TUE SO��S INLET 1/8" PER FOOT � W z � TEST PIT DATA OUTLET FILTER FABRIC OR UNTREATED BUIDING PAPER � O O o HOLE N0. DEPTH (IN.) VISUAL DESCRIPTION STONE SIZE 1�32" TO 1�1 ' _ I � �-- � 1 0"-12" DK. BROWN SANDY TOPSOIL 2• No. 2 OR No. 3 SLOPE '� � (n Q � 12"-36" YELLOW LOAMY SAND 42� 5'-7" � � � �� Q � Q (� m Y 36"-56 BR. LOAMY FINE SAND 3" MIN. 3'� MIN. PRECAST CONCRETE TANK 56"-65" FWE GREY SAND 6" MAX. 4" MIN. 6" MAX. 4�� MIN. AS MANUFACTURED BY LL �Q NO BEDROCK HIGH DENSITY �" [n � m� GUARDIAN CONCRETE INC. NO GROUNDWATER / // / /��j/ /� / � / / � ��� � � i � � i / �/� �� � � //// �/�� CAP OR EQUIVALENT POLYETHY�ENE / / /// / / /// / / � � ii _ _ SITUE SOIL _ � ���/� � ��/� /�/ �END PIPE SEALS 3' MIN CLEAN No MOTTUNc 12" MIN. _ _ 12" MIN. _ _ / / i �- ,, , . , � � � wo �8' MAX. '����' p°jv.o� � �8�� MAX. v °�� :' o�. -° o �� �'--o �� :o��� o.o r� °.o r0 e o�0.° _o���.:e.o��.:°.o �� :o�.�o r0 a PEA _ SAND OR � U Z GRAVEL I , I � 1250 GAL. PRECAST LLJ N � �O THE ABOVE TEST PITS WERE PERFORMED BY BRETT L STEENBURGH, P.E. � o p �.'. o 0 0 0 0 0 . o o �o.�.. o o.o o� °: o� ° o�° o� �. FLOW-�o� °: o� ° , ^ s T O N E S i z E CONC. DUAL COMPARTMENT U ) N Q oN s/i3/is SEPTIC TANK BY GUARDIAN c� 6" MIN. 6" MIN. PERCOLATION TEST RESULTS 4" MIN. 4" MIN. No. 2 OR N0. 3 NOTE: CONNECT 4" SOLiD PIPE O CONCRETE INC. OR EQUIV. Q 2' MIN. TO TO DISTRIBUTION BOX. �0'-6" � � HOLE N0. DEPTH (irv.) STABILIZED PERC. RATE (MIN./IN.) GROUND WATER 4" PVC SDR 38 PERFORATED PIPE. Q � 3o t min. 35e�. SYSTEM PRO�I �E - HOUSE TO SEPTIC TANK `� z 30 1 min. 30 se�. � 1 ,250 GALLON DUAL COMPARTMENT o � o SEPTIC TANK (SEAMLESS� NOT TO SCALE � m� �; T�ZENCH CROSS SECTION AND PROFILE z r w z THE ABOVE PERCOLATIONS TESTS WERE PERFORMED BY BRETT L. STEENBURGH P.E. N.T.S. N O T T O S C A L E � m J � ON 5/13/15 O Z� � U �o w ao � �a a �U � r