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I - , -� , i �, � "'��O ,�,,, � ­,,,a._,,,,��,,,i - " �'V"-_,�� ; , , , � ,' I ­­2*' " � , , -,� I -� , � '_�� I 11 , % .1 �. , I >,� I . -4 '4� , "��:-1,11,"I-, ,,:., , ., - " I", ��, , 4: i W,_�,�?,�, , ,�!, , "" A001 GENERAL NOTES I ,, *1�1� W I 110,1 , I ._ ­­ � , " I " : - 1, �,I I , .1"It -1�, 1��_,� , � , I , , , , ,� , � _�Z� , - - " 1.� , , �,'�'5'0 ��, � _�� I - ­,,,­'%­�k�, *0 4V 7 � ., , , 1 07.30.21 �,''l ii,,�i "",1�',., , �"4IIi" _,i ,,,,, � " I '' '' P� , ,_ - I � �"_"',:,-­"�� � "� � I , , - 1%�_, � ,� � , , 1��11 I y � y I � � ," �",,""',�, : 14 11� 11 ", I 14 �, � , .. - � , , R - � �-', 1� ";", _ Xl, a 1 0 POLK DRIVE QU , ENSO.1� _� ,:'N' To 0 11 � 11 1-11 � I.", A 1� 1� , 7'1� 'r, 1� 11 I'll ,�_,__�' ,*7 - _,�,'-, ,,,,,' - ,'if 41�', � , � 11 �,,',�, I ��­," I 11 � I , ''I 11 ,��­�' ,, J ,� .41 �_ ­,­ ­I I " -`I � 11 I-A-- ," I �, 1 - - I "I I 1, ,,1 ''� �, , - I 'd ,,,,,,,,�I I ,­-�,',�, , ­�, , I ,­�-� -, ­1 I '_',_� � ...% ,,iO,,i-,�,��,,�,�,,i�-""�,�,,�,, " ­ ,� - " , � ­,_�, ,, I I 'A*,*-" ,i� �, ,` �`, ",,_ ,�� � 1E,_ ' A.�r J �, JV " '1� 1� I ; �r"�'1,1'� � , ,_, �_ "I "1�,�, ,1,_'_ I I I x, � I'll � I I I'll , - W I , ",­1 - -� , - - � , - I �- I I I ��.,�, -_ , , 1 , " I'l-', - "I "J ''� 1� "�� `,I�,, �-', , -�` -1� "I 1z , SITE/CIVIL I e, ' ' 1� _r, : 1, � I I " - �, A, "Ag., 4� 1 ­" I I - " - I I Seal: I - I �1,� ­�� I , I� - , �;��, I It,, ,:11,_1�", � � :, w,�� ��, " '_ I ,�� " p,�, - ""'��" ,,"Ill �il ��1,,':" , ," , �r,�-� 11, -, " , , '11� ­1$ I- 1, -,�,� , , -, �­ , - 5 11 ,�,,,�' "' , I I'- - I t -, , "� N04 � 1,411 'i I � - , ,, 1 -,,f-��",�,'�,,�, .,- , - ''- � " I I 'I',,, , , , I ��;A',,,,� " 1��` ,&:� O�* ,�' I '�11 11. �,� �-� ',�� �, , '� , I "xMn ,I _0- I ,"e ,,-��"", -I A,-1- , ,��,'�_e, �,��, - -1-11, I I �� , ',, - , 1. I �,�i-,' . '' 41' , -,� - , I - - ,�, I 11 _��­ �� , 11 I �,� ,,� - :,:�,'�",; � � ,�,"I_�_ � " - I "I � J � I I 11F, ­­_­�R - 7_0 ­ ,� I I "',,� I _T* � , ...I i& � ;�"I" ��. ", I'll I - �'� Ix � 4 - k 11 A I �Iwl�,1,I I ,,��,'� - 11 I ­: , � ,,-�`,' �' 11 .1 - , �, . 1 -4- 1, � ,�?­K,- I " �, -y�, I �� USE OF ARCHITECTS DOCUMENTS � "I �,,�', -- - - I I - , , ­,f �'' �7"" -". - . i ��,:_-­ 7-�-,�': `3�1­ 1- , -"F,, -, �-......��-- '�,�,, , -, ,� ,�,,, .- ­ " , , �, . ,�77�`,,,,��'�', - J" *�- , . .. " i! I ,,,�,,,,� *- �- ,- "N ,,� -, I , - -,i I � - I 1 I "! 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I .1_1_?�.�"I �, I 1 I�X�7 � �� - - ,��_,", "", I I ��`, * "r�'; ,, �11 I I f,I :1, 11 _1 � , � "I 'll ": -,A,; ,,, - I I , ,��_., � ,,,6, ��, " __�I I ­­�e , � � �; !� 11 I �� ," ,��, -� I I - ` 11 , - 4.�_ Ili I THESE DOCUMENTS PREPARED BY THE I 11 '.�_ 11 I � 4' 1 "� ,"�- -,, �",4,_ _ , , ,;, � , "�,� , - - I "I �� � ',I- , ., - , ,�A, `i� 1�10 ,_,�, , - -, . 03.23.21 - I I, �,,� -, � .. ,- '-,I -, I - I - -.,,� ��, , , , � 2 OF 6 UTILITY PLAN , , �,I I , ,;" � - -�1 ,�,, ,,, , ; � 4 � X". 1-11, , � . -- I ., , �, ARCHITECT ARE INSTRUMENTS OF SERVICE �-,��' �­ �, -,,. 1� I ,� I I - I , ,,, � � I I , , . 11 . . ,, , 4,., I� �,I I I - 7,� � " I ,� ��..� ,� ", - , 7".. 1 .- __1 I] I . .1 - - ,- , .1 �, I I ,,�;" 4 � , ._,��, �, I 1, I I I I., I - : "I" I -��e', - .. I I ­11 I I - .ri "�-11,1,_:,17�- ��-. I I �� 1 4 1 le �_ .1,� I - _ , I I -,4 1 - ' I - , . I I �, ".1 , I I I�-_ I�,. "1�, - Z,I , Z�1_ -, 0, " 0 I _ - .N" - -"�­ 4- "r, .� - �'I, Uilc _�,� "I ­�,�, -,�­­ X'*, ,�. "; 11, � �� , , I I � .,,�: T, i�,, I 0 - .. , I ",e ?v , " � .- 4",. - W, I *1, 1� - 4 1 " . " I ,-:�_, W ," �,�, " .., ,, - * `�k,_ - I I 'I, "', � ,� '111� , I 1� I -,,�, ,,�, - � ��.5 � -, , I �IPI i FOR USE SOLELY WITH RESPECT TO THIS , , "", __ I I ,11"." ", I -1 I �1'11 -I�I 11 1.� � 1.­ , 11, ,, - - - ,4-t, nl"� I �� ,��, ",--�;� I",. , - PROJECT,AND SHALL REMAIN THE � I ., I , ., I I `11'�' ,-�,, '1, _�, ,2 "I I �, ,,,,� , ., I 'I�IVLJIA 11-,`J',�,�,' " , 'It , , - , , �, � , � I I, - , � , � -, , " - I I I , , - , 1, �- ,, I`�-, --, "4 " ", ��,,�� ,,%,­­, � --- . , , , , � , -;� I� I 1, IR, , , " " ", W­�1 ,�,�,�V',-�­ ',� Iix� 14�1'% I0, - g_, �,:,' 4, 1-11U &r�`,� A., � I. � I - � ,- "'; , , 's"111, ,1'^ 11 ,, � ,, ': , � , . '.I kl . " 11 1 ''4', "� - I , �- I 1 2-k�-,-I 1�� I 1, 4--, te ,','�,4 - T -4 , I , " n " _', � I �­ -'% PROPERTY OF THE ARCHITECT. 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" 11 , J ,� �101111" �ilial F"',111, 4V 11;-4 ! � " "M - I I - .,;'m A-4 " ''I , .�T,7��P, :1 M -1 WWNVV,-2.c",AZ , -I ­11 AM I - , ��* "�,, U,Ait'�,,, V, , , - - ,�,� �_�c`,,��,�� 11� ,3 X � _'� ,, I � � d_llhi ,� 11 � # , " , i, 1l'I,:'_-,'r' , I , � , 07,30-21 08.18.2021 1 ;1 .11 , " ­ *��,_�M, ,k 410'k 4 - - , 'A�774U"' I �1'11 _�, " , 1�k .1 Al 01 FIRST FLOOR PLAN - , ,�P ;�,-'," I , a�ll� k , - , __ "" ,, 4 , 5, � -7- 1�.,:",,7, �.It;�,��,�,�,� �1,1&� '­ I �,'i - �,4 � � `�` � "Ill ,�, I* -' " ' I � � '� � 11 , ­ , I I - ,�� 11 I -,.� "', , A,*, ,,-,771 1 , � w., , ��,_ ,�t,"', , , ,N_ " �� _,� , � z 1, " , , ,.�� 468 BROADWAY SARATOGA SPRINGS,W � I , I "� ,,� �, �, , , , - __ r ��,� ,�,_j,�" �� " 0�;"", " Iq",,, ,4 -� EP '1V,,,,,-1 � ,�'.'_ I ,, T; A102 SECOND FLOOR PLAN 07.30.21 08.18.2021 1 . , " I I r ,!,*- ­ , , , , � �0 I 11 4% " , �_ , , � - ,, '� : I ­,"', ,,, ,,,, ,* , � ., , , -,- ,,, 'I 1;�'11�_� _41�� ,, , -1, I n, 4 "I ,� 11 - 4, 0� - , '' " ,:o�t� , ,,,--,,,, I . 1,1�--IN&I"r 7�% - - � - - "�o , �."l I �Av,"P llp�"_` - ,, 11 I �','W',I , I, I _ � I & , __ ,, 11 I�,- I �a­ _1� , % ­k,,%',,�­�, -v �,, , & � ':I- - - -- "IL ,-,�, , " �� - - ,�, ,- ��,�,�' T_', -*, � "'IL I�, , "I 41 P 518.580.8818 ,, 'L ,�' , , �, ''I I * - , I 'F-J-1...`��*I 4, � �,* � M ­� - ­,�,�,,_,, , ­0,� -- '0% , " �'Z',,0,1:_-, �v, :,� �,lll��11�`,": � I ' ' , ��, �VT Z 11 �_,! A110 FIRST FLOOR REFLECTED CEILING PLAN 07.30.21 08.18.2021 1 , .1 - , �,,, -it-MbAll �­ , I ­91v� A._ _�", _r I-, � I " 11 �.�t , , ,,, - ,,,, " �-,, " ,- � � - I _ 11 I 11 - - F., � a t, __ -e ", ,� -, ," � �� - - 'O ffll ­- , - - ,4, - -- - I - , � I ,,*,L,�I'� ,�, " I I'- � 0 �': , , � m I - '.1* � __ �? . ,� - __ 7_ , , " - --�'`x -�z -,,,," A111 SECOND FLOOR REFLECTED CEILING PLAN 07.30.21 11 � � '51- , �- ,�, n "��-- , ;� lf� I V­Volk � 4E��,,*I;." -­f, 1 ,7- " , ,,, I �, I-�� , , _e, I I ,,,, ­, ,§, ;_ ,­,--­��,�, A7 IF' � , �1'1'141112 , '.11­= ,,% t" ; W ,,, "A,, � :,;; ,* A'., ,5 * , �� "I " - I I", �1,11 F � j,, �. ,, � - , -11--1 ;P�_­, ,�,_ - � 10% -1%,",11 . - - _W, �,� "I',... 99010;, �- "Ill bl. __ - �, I I , , ���,_,K.Ik� I v'*_ -' ," -�,- ---,%w.N I - , I ­1 , 7x,e � kf.` � ­1� .^_ I � 1, I ��A� � "",* , , "m-� , �, "I " , � , �, , , "'-' I-I .1 , : 1 11 I , 11� `11­7�" 1� �14 X-1,UN __ OWNER: ,� �, I I I 01W ,�1�1���­�­r', , �, '' ,,,, iii� ,," -;.I-*'111�, � -, :, ,­�'� ,�,, -, 4, - I I ­1 I w,,� ;�` �W!m , ",-, A,It,I ' A120 ROOF PLAN 07.3021 r�',", - ----- I §0 ��, , ---" -_ , , -"", , I-.4"AP"� ,., , I U I ,� I -I -_ -_ I 11 � 0 11 11 � ,,* , �,, ,�*;",��,,­ ,., , �,�Ue,, I - ____ I - - �,,�� . , , � - I I , ��,�_ , � - , * - I I I � . I" � 4* � - , - , I ,101- Phyllis&Chris Abele I 'i �,�Iil'gq,�,,�-K-_ , , "'�,_, , I , :,45 74 _",��1_1) _11� . .- , -,�.I X11%,11 - , Nd 1' 1�4 A151 ENLARGED FLOOR PLANS 07.30-21 08.18.2021 1 t , "i- 4 � ii ''� " - � - � � - - "I.$'7�' , � , �_ w -I I ", __ I ;u . . 4- I I _0 "I - I 1 k , , � �, , I'll. , , _ - � � � - ,,,,,, "-_ .,I �, , , , - 14 Corporate Drive ,,,�,t I lk��-,,- -I' L I - �� - I 11 ''a*, , ,X, , �. _�'. I I - 11 L,7� - �,I,,,��, L,� -,i4', �0�,�� , ", - � �� " ,- I - _7 4" , ��v ,:� "T - � - , � WS, -_,��i_., I ,1-1 � - 1� 11��.- 07.30.21 08.18.2021 1 Clifton Park,NY 12065 miz � - ­ , ,j.,q;'4-,.,-e-,�,!,:,� ?�O�A��­� 49T 1 -," ,--,-,"­"�,,��i� lww.�,-_,�r,,�?, ,,, I I -,� -1 �,J.: I cl � �Iw �,4V- r, A201 EXTERIOR ELEVATIONS , " , � , ,_ -,,�, ". I I I , , -F,��_L�� - ,-Z . I ­7,��­'_ -4, , 4 % "f; , 11 191� - I , , ,II� � , 4--!"�, I I li �', 11 ,,�-�,,,_- 'I _­ , ,*O�, N"*, A202 EXTERIOR ELEVATIONS 07.30.21 08.18.2021 1 � 518.373.9613 1 1�111 I "" I - 11 � '. � - �,;Lr"_ 11� I ­,_��I "Ill �_ 1,7c-11""',I 1 *" ��7 � , ,- , "11 . � , - ­j� V - , " - ic, - - - I I I " I I I I, ` --a, �­ - I - __ __1 I . �, , . -1, � - . . ,�� , - < ,, T """*7, . ,-," ,� ,a,, I I I I I I 040r, ,,��,,,, � , '" ' 1-1 I 7 ,�,,, �* � , ,� 2 - - A301 BUILDING SECTIONS 07-30.21 08.18.2021 1 _,"!_ `-, - . , � I X � 't '. *_ 'S'11'�,'�, -, ,ik. I - " �, _��i,, ,_-1 I �, ,," -, � I 0- , , 6:`�)Ii�Jr, * "'I , - I , I I I I I � " I � , - 4 ­I ,�,L�g�­;1* - I I I I � * , , ­11 I �, , ­W,_�­q- ,, - , � 11 11" I ­rr�!_',��, I I..., I I �� -,-__-111,___ ,- s , � !-'' -,�,­Op A A30 , 4 � 4 g, I I 11 I N �qRA-��"O),-,�-�, I �_ , 2 BUILDING SECTIONS 07.30.21 08.18.2021 1 - " , I I I ­--- I -1 I- . I'll Q �, '11.1"', 70l V1�Aa I " ,, ,0 � ��, , - " I - "I'll,W, ",I , I I I I I rli� " - 11 , !" 10 1 1 � I I � I "I * , -1 I ��I , 11 14 A303 BUILDING SECTIONS 07.30.21 08.18.2021 1 , -11 I--1 _11_;­ I -_ `4,11 " ­r - ­',�*� ­ I I I - I I --,��,� A 017il;k�,",�,­ `_,� I >� - , I I I 11 I I 011* I - , , 1,I" �,-�,�",�,fll',,"�_,�, _,"" I I I�­,-�, I ;,� � :� _; 2, _ �, I I , i 4 11 1 � I - , I I I "�'i'�", X - , _� � -,I r� , I I , A350 WALL SECTIONS _-, I'#�. 1 � , 1, "I �!�^­, ­% g, , , f __ � __ I I I I I �� i i�l 0 t . -, ' 07.30.21 08.18.2021 1 � I I ­ , - -�'�- , I I I �� 1 :1 V I " 1 74�4--1t - .;�_ '_ .,r-, 1"p, - 99 , -I I I W, .� A351 WALL SECTIONS 07.30-21 08.18.2021 1 1 1 "I I � , , - ,z' I , , It V� -- li�'��_�,­,�'04 ;� W 10 1�1 ,�1�,_ � , �,��,`.` ��11% 11� �,,� - A352 WALL SECTIONS 07.30-21 08.18.2021 1 1_12 I -*­"!%!�jr , ,, =10 ,��- ,., 1��,_�' � ,, I*P�C�111 I e�i',",��,�, I'�', I -I - 1- -11, � __1 11_� I ���,�_11­ - . ,klO I I " - ."� " . ,--�� I � r: I 1�I �4,� 1­­-� t ,1��_­,�11, , 1. ­ �,** _�?-,�,V�,V� r�� 1, �� A401 DETAILS 07.30.21 08.18.2021 1 4r,r I __', _ I­ 'i'' � ", ­' ;"V;­111 ; , �_ - 1h.0,N �, �', , � h __ " P 4�­� , '�,U%­,, `*�­­, DETAILS , `*.7:" , - � - -, �­ "' -, qi�-* ',-*--�w--�� �-- - A402 � I 'I ­11 I- -_ ;­­_' , . ,7, ,i,,�_ , _'�. '%I ,��A ?: �. -,,-" "�' �` I " :,","';,,e ."'e"', - � , � � - 07.30.21 � - , I 1�,�, " '*- - 11 4­1 ­', __ � " . - , kiioii�_ I r W ­11 ,,�­ __ �'L i "', . ,k,-%�,,g _ , , �, it z L I �- , rk Y�_A�I A409 TIMBER DETAILS 07.30.21 - , _ 'im ; -1 41 ­­ , ' ' 1;� ' ' �, ,�'..� I Ic- "I �,�_01� ." . t, 'a 1. ,01* GENERAL CONTRACTOR : R. I I � , i ""' �A.- 14r - ""," , !�., -&-t-,0 *�-...-:" I , i IN" - ,� � r Y � I I - 5 - A410 FIREPLACE DETAILS 07-30.21 , I - - I , ­ � ,�I 041 I - I P14 1%, 'i ,.i��, , 1" I , I - 3, " �,,,,�, le, I �11_ --'I'll, ,It I 11 I I I �, �, �', � � 4�� , :1-1. , -, 1,- I - I I 1, ,,,, . 11 I- I I I I I I I I � A501 STAIR DETAILS 07.30-21 Abele Builders ` "I I- --- 7-7- :-- , - I , I 1 14 orporate Drive � I I'll ��,I""" ­1 , ,lioi�w I 11, I I I I I I I ; , � 11 � I . "O �" r_ I 111� I liwQ4- I I I _­_ 11 I -11 I I I � ".hmr � 07.30.21 Clifton Park,NY 12065 4 � I I %, , I I l."t 'k,�I'�L 11 = , I �L: 1-11- - g A502 STAIR DETAILS I I I 11 __', "� oft , . 1� V", ,� ", I - 11 I lit _,R,� I I I- _ , A601 DOOR SCHEDULES and DETAILS 07.30.21 08.18.2021 1 518,373.9613 , , , ;�� 11�;11�I�iii�i0��� ,"_ , , � ,�1'1'1'ftl I %',X,, Ae-1 , 1�,�� I 1�� r _W ,�I -I - . " I 11 I I -, "�q�,�, "" , Y, I � ,�,, ��',- a , - I I �'�,,�­ I I ,,,�,i ,- �,-"- I I J 4k " 11--- 11 44" 1 1 1 �­­_�� � I ,,,111it� I"" �.. I I I A602 WINDOW SCHEDULE and DETAILS 07.30.21 08.18.2021 1 SITE/CI\AL ENGINEER: t� I I __ - �- I ­ ,*q� ",'�A. 1�,� 11 ­�­i-,,11 I I ,i* � I - . � A701 LIVING ROOM, DINING ROOM, and KITCHEN 07.3021 : Environmental Design Partnership 11 . � I - 1­1 __- A702 MUDROOM and POWDER ROOM 07.30.21 900 NY-1 46 - ___ ­11 Clifton Park,NY 12065 1 ­��_1­111 ­_` � 703 MAIN BATHRO M, BATHROOM 1,and SHARED BATH 07.30.21 518,371.7621 1 1 1 . , _ " ��`,-� - I I . 11 �,__,��,,16Z�,� � -1-1- A704 BEDROOM 1, BEDROOM 2 and BUNK ROOM 07.30.21 STRUCTURAL ENGINEER: �, , , mo - 4,41-4 1 1 , � 1�11�* I �%_L_ � ,',,,,',,�,-�,��`",,,,,-,,, ,�, � I - _ - I 11 4,�-v I ,--�, III!, vjf��;�,,,�­ , ,� I I ,,,,, I , I 13 �_u � 11 - I 11 I I .- � , TOWN OF QUE SB Engineering PLLC .� ;; I 11 I.:,� _N,*��,_' , I � ­*_­ " I ',',;�.­ ,, I j,_, NoTICE: BURY . , �11�� ,�0 ,614� -,,�,;',"�,,�',���";,C"�'i,��� "I 1:31.111-DING DEPAR -146 ­4"W-1 #_14 I ,� I D""�,,,n,', ", ,,�i , I n bOOMOMS, E�T 900 NY - I �� � ... I are required* Based on our limited examination, ,ompliance 518,724,0733 , ,,,�, , Clifton Park,NY 12065 X � , - , - -�,� � k ,:"� �*& 1 � � " ?"""., ---'- --, ��`,,�,- _"�,,W� I !,'�� , �,e 11,1z, A Smoke detectorl and 11 eaCh flOOr , ,�,� " 1 I ���W I­ � I ,_,%4K11_XN1�11_1_i1,L ,44, , ':, on ,, " I - ".. 7 . I 1. :�'��1,�,,� I 11,�, ",I',�;'.,'-,�:"� -���­,�,,- �1� 11 int W krovi-6illar or basemenle With our comments Shall not be c instrued as 4,-- "21 -1__#�' � I I ,, $:::I� I " �� I , , ­­, � .� % I ., , 11", r�", �, :% ­1 ,,",_,,,',"�,"_��,r�i,��,-,_"5 11 "' _; leve I- '. ,!�`, _�,,�,�,'�.�,ri,�.�,,,,,",�,�",I � _��,�­7-1��,�­­ �� _., - , .. .�- -- I, , I � �� � ,I,,�_ I -,I � �,, - ' ' I I - ` -- �- adila(r full compliance Id I In '. �1 1:44,41 , � '' I �� - - - I indicating Ine Plan,s and s ecif'CR ons ar - I - - k;z) , 4'4g,,u,­; ­­­�- , "k- 9 Code e ' ,, "A� I�� �,,I ,T_ - - � -J ',;'4"­­�� �5,- , ". , JetectOrs & carbon Monoxidet IF ­111, �7";7 1­ , � 11. .- k, _ ,� �7 111!�_T�, 711' � . -, _ , 11 �� 7,OW* _-1! -, I 1� ,� , " , All Smoke( be Interconn liected vAth ­_1 I!, - '�­X�� �c New York State. - T 9"171, ��,,,,�,,�,�,'�,,,,-,,�,�,�-�,-"", -I"�,-. �',W,,­W -�, ", '5 "4�� �, , I I I � I . 1 "_1�44�_ ,; 1 -1, ,, ,,;,�, ��1_1;',.","'173% - I A-- _JL__ - , , 110.1" ­ 1 � detectors 51nall calea on 811 levels- � __ __JL_ ____ ,� ��, __I��, , �' - �_, . I v , , , � ___ 11 W,0, I , �,t�, �111,I " _� " ­1 '-"��,��',���"1,7,1�,,",I,L��,,"' I , -, � I "" � "�: I "�' " - ­ -� 1, I 11 "",_-- 11� �,____ �, I '11,1­4'I,� ,� - -M�-� _,_', � - , 4ii ,� ,�, ,,,,� ,f . I - I I I , " ,, ,,,, 17 """�_ � 11 , ,, , baltery baCkUP 8nu 1c) I , I , -��,_-, ',"��', -,,---,,­,-,­­-- *!"I"77�,"',- I _." _­A4L , ",��,, Irs are teqU1 it c ------ , 1-1, � �,P.-P -- - -"- , "' --, , "" 4 -.,, �� -�, ,I -, " � 3, 1 1 � I �� ""-�,�A"-4'­V�w�,�-,,�,-,­�:`,�,�--""��,�.',�,�-,,�"."��-s�_,-,, -, ,�_��"_', """'n'-�,"', �:f, "4,��g,0i,�, "S'_ X " noXi , I , 7'�i"-�v� � -1-1 , - I- de dete - I ­ 1111­­1 I'll - ', I_1 ik 1*I , - � ,- , , * 4���,�,,�"I ,�, L, �- :1 , 111-14'k, �,'I" - I �1,- 4�, *�I",", , CerbW MO areas nd on all lev -,,� � I -W 7 *­,�-�7_,,�,�� `:,�, &tside sleeping rl � i, _"�,_V,�P_11'1, "'I""" �11 1, ­­_­�'�' ': 11 �­­ , �,��­�� I I , I I I N'. �," �,­ -, ­­ � " , a_,�_,-,�� �"-"�-�":C'y�"�""��"i'�-"'' , 1 , Iff 9 J# I I ,-­__ 141L __1�I-—­.­_ - I I I - -11 � ;11-1-1 1-11---f- 1_11_14;444447 1 1 " � t:_p I I ,� ii- , V-..*--, - I I 1��1, I, I , **i- 01 , ,_ �: :: � � -��1'11 � I�4' 2L I __ , ,�, W, ��Usq)Tl III- - -,­-Pw ` ,�, ,,, I �,­-,4�,� , !.,-- :,�,-, J.,­n""�,,,�i, , ;a I �"�"���Mg ,, "�, - ,T "I , " �I I - - I- , I 11 - _ __4� �� -1 4 11 I - I I ;�r I- __......- ,- __ - , . � I I �, '� ,i��',` I-I I I 'i", , , , , ,�� %� w__.,���_ �,, I - 11 I ' ll I I _11-1-1-1-­1 11- I', 11 I "11%� ,":: -_ I ,�­ " I­�'Ilk -I I -, 1111,� -------- ��1111 - 1, � 4,,.,'z� I " 41 .....I I��, I I - -_ � I N I I 11 0 41111 ; � fl/ A US 2 0 202, ­ffimftw.%� 1 1 , I I f tl�! ,� �, _______.._..ML*W" IIIIIIIIIIIIIIIIIIIII1111, � - 1��' "' I - ��"� , I I 11 - � I I,- I owl '"111- I .... "I _ ­I � "ill, �­ :iiiiZ­r - I ­­,� "�� ,� � - , `,&Zr`�, ,,,, 7, 2 - -WO" ,-,..,,,.r To��;� �111_ -- `,_1 �, � , ,,iV --om"11111111111111 'I I 11�� 1, , I 11,­�,, I I-_ - 8 0 1 L D I IV 7QU e 71�:PMV�SCIBP,1,j.- -"I U& CODc Ry , TOWN OF QUEENSBURY I-S BUILDING & CODES DEPT. AISSESSOR'S COPY Reviewed yy: - Date*. _ - B P1 -5 -7 1 , 7 x2j. - � - --___ ___ - -- ____ I I - - ABBREVIATIONS - SYMBOLS LEGEND _ DESIGN CRITERIA -_ DESIGN CRITERIA (CONTINUED)- - LOCATION MAP A-BELE GUES-T AB ANCHOR BOLT HB HOSE BIB -DENOTES REFERENCE TO SIMILAR DETAIL CONDITION CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WARM AIR FURNACES AND COMBINATION WARM AIR FURNACES/AIR CONDITIONING UNITS, I AFF ABOVE FINISHED FLOOR HP HIGH POINT _.__� WARM-AIR DUCT FURNACES AND UNIT HEATERS COTTAGE COUNTY WINTER DESIGN SUMMER DESIGN COINCIDENT HEATING CLIMATE WARM-AIR FURNACES (GAS) <225,000 Btu/h 78%AFUE AFT ABOVE FINISHED TREAD HR HOUR SIM DRAWING NUMBER DRY-BULB TEMP. DRY-BULB TEMP. WET-BULB TEMP. DEGREE DAYS ZONE ALT ALTERNATE HT HEIGHT 80%E AOR AREA OF REFUGE JT JOINT i (A1'01 I-SHEET NUMBER I WARREN -10 85 71 7635 6 1 WARM AIR DUCT FURNACES (GAS) ALL CAPACITIES 80%E I ASSEMBLY POINT ROAD BLKG BLOCKING LVL LAMINATED VENEER LUMBER - --- BM/BMS BEAM/BEAMS MIN MINIMUM WATER HEATING EQUIPMENT B/ BOTTOM OF ML MICROLAM (ENGINEERED LUMBER) WATER HEATERS (ELEC) <= 12kW RESISTANCE 0.97-0.00 132V, EF No.1 Description I Date Ci CEILING JOISTS MO MASONRY OPENING ELEVATION TAG (DRAWING #/SHEET#) GROUND WIND SEISMIC DESIGN SUBJECT TO DAMAGE FROM > 12kW RESISTANCE (0.3 27/Vm), %h CL NIC NOT IN CONTRACT A( SNOW LOAD SPEED CATEGORY WEATHERING FROST DEPTH TERMITES DECAY 1 PERMIT 08.18.2021 CLG CEILING NO NUMBER WATER HEATERS (ELEC) <= 24 amps & <=250 V HEAT PUMP 0.93-0.00 132V, EF ADJUSTMENTS CLR CLEAR NOM NOMINAL 6OPSF 115 B SEVERE 48" MODERATE NONE CONIC CONCRETE NTS NOT TO SCALE BUILDING SECTION TAG (DRAWING #/SHEET#) STORAGE WATER HEATERS (GAS) <= 75,000 Btu/h � CONT OC ON CENTER �A1101 I(<= 20 gal) 0.67-0.0019V, EF ; D DRYER PLYWD PLYWOOD _-__�-DENOTES REFERENCE TO SIMILAR DETAIL CONDITION > 75,000 Btu/h <= 155,000 Btu/h DTL DETAIL PSL PARALLEL STRAND LUMBER Sim ICE BARRIER UNDERLAYMENT REQUIRED FROM LOWEST EDGES OF ALL ROOF SURFACES TO A (< 4,000 Btu/h/gal) 80%E - DIA DIAMETER PT PRESSURE PRESERVATIVE TREATED POINT AT LEAST 2'-O" INSIDE THE EXTERIOR WALL LINE OF BUILDING AS PER SECTION R905.1.2 OF > 155,000 Btu/h . DN DOWN PTD PAINTED WALL SECTION TAG (DRAWING #/SHEET#) THE 2020 RESIDENTIAL CODE OF NYS (< 4,000 (Btu/h)/gal) 80%E I SITE LOCATION - DWG DRAWING R RISER/RADIUS Z(; > INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT(Table R402.1.2) INSTANT WATER HEATERS (GAS) > 50,000 Btu/h & < 200,00OBtu/h PROGHESS: -- DW DISHWASHER RCP REFLECTED CEILING PLAN (>= 4,000 (Btu/h)/gal & < 2 gal) 0.62-0.00 19V, EF �1­11 , � .4�'Jj§ M , "M , '_ 14 ,� DESIGN I CONSTRUCTION � , 'I I '1��I�' � N' "�, 1, �&,-,� I EACH >= 200,000 Btu/h ,�," __"4� DEVELOPMENT DOCUMENTS _ _,,, , , I _ �,� EA REF REFRIGERATOR DETAIL TAG (DRAWING #/SHEET#) FENESTRATION SKYLIGHT CEILING WALL FLOOR BASEMENT SLAB CRAWL SPACE I(>= 4,000 Btu/h & < 1 0 gal) 80%E - _, I EJ EXPANSION JOINT REIN REINFORCED (A1101 -FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE WALL. R-VALUE WALL >= 200,000 Btu/h Project Number 2023 , EL/ELEV ELEVATION RO ROUGH OPENING , U R-VALUEd &DEPTHa R-VALUE I I ELEC ELECTRICAL FIR ROOF RAFTERS I (>= 4,000 (Btu/h)/gal& <= 1 0 gal 80%E -- - - EP ELECTRICAL PANEL STL STEEL 0.30 0.55 49 20+5 or 30b ' 15/19 10, 4ft 15/19 Drawn by RK EQ EQUAL STND STAINED RM NO. 13+10e NOTE: MECHANICAL, ELECTRICAL AND PLUMBING TO BE DESIGN-BUILD BY CONTRACTOR AND AN EX EXISTING STR STAIR ROOM NAME ROOM TAG INDEPENDENT, LICENSED AND INSURED ELECTRICAL, MECHANICAL OR PLUMBING CONTRACTOR. FBO FURNISH BY OWNER T TREADS 100 SF NOTES: CONTRACTOR TO PROVIDE ALL NECESSARY LAYOUTS, DIAGRAMS, INSURANCE, AND ANY OTHER Checked by MT FIN FINISH T&G TONGUE &GROOVE REQUIREMENTS NECESSARY TO RECEIVE A BUILDING PERMIT AND A FINAL OCCUPANCY FJ FLOOR JOISTS TYP TYPICAL a. R-5 INSULATION SHALL BE PROVIDED UNDER THE FULL SLAB AREA OF A HEATED SLAB IN CERTIFICATE. OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING Date 07,30.21 FLR FLOOR Til TRUSJOISTS (ENGINEERED FLOOR JOISTS) (� ADDITION TO THE REQUIRED SLAB EDGE INSULATION R-VALUE FORSLABS AS INDICATED IN TOWN/CITY/COUNTY INSPECTIONS OF THEIR OWN WORK. - -_ , FNDN FOUNDATION T/ TOP OF ELEVATION TARGET(REFERENCE ELEVATION) THE TABLE. F/ FACE OF UNO UNLESS NOTED OTHERWISE _!!� b. FLOOR INSULATION MAY BE REDUCED TO R-19 MIN PROVIDED IT FILLS THE FRAMING CAVITY. FPHB FROST PROOF HOSE BIB VG VERTICAL GRAJN FTNG FOOTING W WASHER (J�) DOOR TAG/KEYED TO DOOR SCHEDULE .� , c.WHERE THE DESIGN OF THE ROOF/CEILING ASSEMBLY DOES NOT ALLOW SUFFICIENT SPACE 7, - WD WOOD (� WINDOW TAG/KEYED TO WINDOW SCHEDULE FOR THE REQUIRED MINIMUM INSULATION, THE MINIUM REQUIRED INSULATION FOR SUCH 'I, I ROOF/CEILING ASSEMBLIES SHALL BE R-30. THIS REDUCTION OF INSULATION FROM THE TITLE SHEET A� REVISION TAG REQUIREMENTS SHALL BE LIMITED TO 500sf OR 20%OF THE TOTAL INSULATED CEILING AREA, WHICHEVER IS LESS. <,> PARTITION TAG/KEYED TO PARTITION TYPES � d. 11 5/19"MEANS R-1 5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE � STOREFRONT/CURTAIN WALL TAG HOME OR R-1 9 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL. 1 5/19"SHALL OST_� BE PERMITTED TO BE MET WITH R-1 3 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT -_ WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME. I / � , I I , - I , ,"' #� 01-1 4 '" " , , -`111" '-H - A , , , I I BE GUE �_,_--"' -'1`­"11_'1"."" USE !z e.THE FIRST VALUE IS CAVITY INSULATION, THE SECOND VALUE IS CONTINUOUS INSULATION, SO 1 3+5"MEANS R-1 3 CAVITY INSULATION PLUS R-5 CONTINUOUS INSULATION. 239.12-2-35.2 RC-0577-2021 ( ) AOOO ) - - - - - __ - ___ - _ __- - Roclhurst LLC - -,� ZL__-L __ 3 Polk Dr SFD, 2 gas fp 249 s.f., Gar. 488 s.f. 8/19/2021 8:31:00 AM U) A 0 kNQ- A4 PROPERTY ON I..AKE GEORGE ASSEMBLY POINT 'S _6 REP!" o P; k LU 5 z GEO "t'-Z .0 -k Cn N R R a C� 12 APPLICANrl"/ OWNER: IN N, N R IN N 01 777��� C J., N _RST LL ROCKHU- _i�� 31 'i ko, ASSEMBLY POINT ROAD SITE LOCATION MAP SITE VICINITY MAP SCALE: 1" 2000' TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK SCALE: 1 2000' RECEIVED mmi MAY 12 2021 TOM OV Wourd PLAL4NIN(�3 W UJ of R"oft0o SITE STATISTICS QW=JbWyL742 TAY Rood Qtleft6rtry (SI&)J6l_$23g 5. The alleged"MUKy iS Of COUMLSelf-'areared' town of My I:Z"4 fy. In L,additioa� ff=ftWd,fiftdS ftt the benefit to the vm nfi Ira requaftil'Var*= mul Og tL L EXISTING ZONING WR WATERFRONT RESIDENTIAL -14�tr outweigh, (apprml) the resulting deftiment To *e health. salety and vvAthm of tho neighborhood or < Am Vm*mo X00140on TW_ Apprum 0 PARCEL AREA 1.00 ACRES (43,693 SF) 7" The Boardallso'finds,that the valiance requat under corAderationis the:miriimum necessary, UJ M14unba; AVL4%=Q Tlliie Somi al*oproposm the: gAmifi"� PROPOSED LAND USE RESIDENTIAL 14"Idalm, Ammbly PLNumbelm., 23932�2-35 0 BUILDING AREA 3,822 SF iikAbedmg Date. Amm*er I 1�.2020,Jmwmy 26,2021;MwO.0,&1 4) The drivewAy to the mitin residence lot must be tombimed with the driveway for the e0ftge lot� UJ b) AAmitna to dw Adms:outfirted ih theIbIllaw-ur,le-tiler sont with this resolution. &tic, a $to&JkU�LLC. �nm Zordnr _J 0 Board of App wy too readvodan, eels of the Town,of Queemb BUILDING HEIGHT OteViled)Appl"nt pro"M,Jo&M Qd.gft amatuat a raw 2 Moty Isom W(104q,ft 28.0 FEET joo"W:��3,= flo&aft aM Waarlor paf n Pro*t WdUdW Ske work(fill, *MWOW InalwAmem,'ItOMUM Wo' PiNningBoard.5ite J WR ZONE REQUIRED STANDARDS plan for mw fkw wea in a4CFA.nod hard surf*0*wlthit15l)koftho Shmeor- Rtfief roqwxted,for =01.Introduced by Mill-ml WC11*who moved for its Adoptio%*monded bylohm Henkel: !)n UJ PERMEABILITY Wy 2 �2 3 T_ W UJ 75% 0*adopted thit 17*r*of Mar6L 1021 by the f6ilowitV vote: SETBACKS A,4 z D q) z SHORELINE 75 FT AYVS- Mm,Hanilin,Mr.Henkel,1*s.Hayward_Mr.Mccatw < CO FRONT Y. Z 30 FT >_ or show-litle.-Atbacks in the ftwfive AeWe"2m-_ WR NOES� Mr.,Urrico,M.McDevitt,Mr.Underwood The qVilow repems refief f SIDE 20 FT UJ 0 z III Z REAR 20 FT ARSEW., < LU ThepmeeHimlvedwaaLpart 0 W Q 0 ofa 4"Vhdbain 1993 whimthe Town Codoicquitaxle:751t sa"*to4"codwwouldbeL50 1 mtbuk EXISTING Mbleed 2 Z ftm t*$11armam.*W:-ox-Applout h"!XV144ft thah*ht to. L PERMEABILITY 86.2% UJ < LL SETBACKS Ypoll-no Awthairviewrequired, z 0RT 0 W SHORELINE 38.0 FT A VOW bewiq was advadad and*ld ca WO&Msdq,Dwaftta m.=0 Wednesday,March 17;,2021 U, z X z FRONT 39.5 FT 3: _J htf*M**M�L SUPPIWL:fti'd& " pUblic heatirJ& and Upo SIDE 47.0 FT UPM tftiaW 4f ft #Po0" Materis*, 0 0 Kle�and Chaptet 26" REAR Jort 0 L fIlle,%ftariaspoeitiedin Smfloil�I 79-144M(A)of ft Qombwy Town Cc 128.50 FT ADf NYS Town Law ivt Js it�*O*Amlov and d10;1flxq":wAmd'"Ulows! 0 PROPOSED 1. TbM,*not aft WWO$�t*4 CfWW,i'n the Cherwta of the m4ftbodlood nor,a,datturiftt to nearby pmptr*s DRAWN BY GV PERMEABILITY 79.9% bemm th6 vma"v4I allow the o4mirmtku of a mw pmpwty and VtWy improve mannement CHECK BY GV SETBACKS EDP PROJECT NUMBER 12*94 TW ALIEVAIRN OF PESE DOCUMENIS fiV ANY WAY SHORELINE 50.0 M* 2. Faila e bew�comidtv the R4iordbut-we dleamW rot-rcuollable because they dmet UAPLESS DOME UACM FHE DRECT S1_*"W90N OF A COWARA&LE PROFESSMAL O.E) 04GWEER FVR AN FRONT 41.0 FT am ate.for ft,AefAs.of ft awivaolL ENGWEE& LANDSCAPE ARCH17ECr FIOR A LANDSCAPE ARCWTrCT OR SLWWYM FV?A SLIRWYM IS A 14 SIDE 31.0 IT OF 7HE NEW MW SrA?E EWCAWN LAW ,3. JUr"UeSted Vaiarlft $Ub#ftn04 AW101*44t sabsWtitil.ft Maly mae#tbe�present r.6tais REGULANONS AAR)/S A CLASS"A' AOSO&WEANDUR, REAR 135.0 FT or*Tom C*4. REVISION DATE BY FINAL CHECK ADD RE90LUDONS 5/10/21 GV 4� Th=:jJL not,an SdV OrL L 4 district Uft jffqAdL L en the PW* neighbMficod WATER SERVICE PRIVATE DRAW FROM LAKE tim mvirortmeow canditiom SANITARY SERVICE ON-SITE SEPTIC SYSTEM **AREA VARIANCE REQUIRED ilk C) If��Vrb J� Kided h fa"driVtW CL­ cUtSarc Petng��'� :or 4Wk' ayponoisIcquita xbuiI6ngL0 will,not,.be DoLclopment 01.11ce, I ,Ofnll� -2 Boy Rood,Queens-bk" Y is�uoundl the approyw.dniveway pemi has been-provided to the Plannitig Office*, d) I f app!ication W a s�re&T,re to L en ring's Oceriog thcv.Engioced ign-o ff requircd pnor to-signature of To"0f'QUftnSbWy P Qard B T.*Linatoptm��,edplamigho.ultihavcdinier�siiDii,4,and��eibaekg nott�(J()n the Site­01, SHEET INDEX: in/s.mry,floor 0I.'Jhq RESOLUTION-Grant Site Plan Approval and elevation for[be oxistibg rooms and p&posed rooms in the building ",to improvements;- Site PJA6,57-2020-R,0C J(HUM,LLC 6. mijstsubmita�copy of thelbilowingto the Jown, SHEET The pro Wral ly.Mnt R*W/Zon I ing-.WJR. a, Ject NOI(Notice of Intent)f�r:CoVetago antlerrhe cumm"NYSDEC Tax Mao ja 2-49-12-2-0.2/'PrOPO"Addrar,Aspamb SHEET TITLE pennit I]rorn Conmuction Amivity" trior to tfw;start of any site wott. NUMBER OL#po s00rr*,AL ti�n tothe:Pl&nn1fJg Boa Vl' Th b. 'the project NOT(Notice ofTerrainition)ulx�n L.JW to'nipiction of the project; WL ke 'Applic adL Oject site-,f Thc appl cant"Lln UStntallbraln on t till' c. h gXil�408�4'14'ngS,ity' Single farrAhr hom (#PM an 3,42-2 L _or review by s1laff q,ft'L b d N Par a a With 2p)(10 s t L tk'0 ' re i, The ap Tinal plam -CnL8jjyjJPC.d by thcTown Zoning AdminlsWor. 1 COVER SHEET jib _3t W*er ft)afiagoftient� Sh M ,proved f have bc L. Ott *ludcs-,Sjt0_ W. bfk, fol 411d gt8dinJ4.' 0. jag 1796 6�1�4 G "ant to L, i _ _ $ b , TJI"Z plan, t incinde:the JA.,oJ L, S P 8 rin Watet Pollution Pmention Plan) _64&ty L, chap or :06i &179m6 50of 'L. le t 44PIP191.TIPW wL ne*ad Water, ......... h&L L 5 the Z16n*ordinaned,ConStrULIJon in a CEA'afid: r L when such aplan was prtTwed and,approvodi: 2 SITE PLAN dL suracing within 0 0 shere shall be sttbj Proof oreo ftmi4floard mview'imd ii, lbeprojectN01and vetage under the current NYSDEC SI)DE&Geticial, fortnit,.pr an individual SPOES pern kit Wued for the project it-"Wred, m the T**0 Of(�JJeen$hUryt0riWgLCode g) Final appmvedpwli,in,compliance, i It the Comawn 3 UTILITY PLAN Pursuant toxclevantsectiotis or _ChapO&1'7.9_"80,,the Plalnn�lg Board W th he Site:?Jan,must bes,uhlyfittedL10 hes 4otertninod-thatthis ptopoW saOsfia th;"uj "in Development[>epanmillt before any further review m Coda personnel; 4 PLANTING PLAN L*w Sftti00.219 An app A�require _M t*�$itt p jiCat to th h) -tic applicant must meet with Staff alftei approvAl. and'Prior to msu;lme of guilding ?mDi( a, Ot A 4 by neral,municipal ion was refimed C Warreff 0 County Planning bepartmont for its momnendatio aild/or the beginning of ftflysile Work; i,) Subseqjmt il�suance of fiarther pennits,including buildingpermits is dependent(in compliance with 5 EROSION PLAN 4) The PlarutingLabird a"jL niedinhicaditim 16 tW,Zoning Board of Appeals on 11�1 -4 and all otheT conditions of this.resalutiom < Vtk�23A VPM*d*i,-Vad4tJjX*LX04n0_SU on 12116i202Oi J) M-Nitt plans it)certify t*tk site planisdovOoMd OC�nrdlrtg t z 0 appro�ed plans to,be provided _J 6 EXISTING CONDITIONS SURVEY prior to i1suance of the"Centficate of Occupancy (n anngQA the�jro P P k) 1'�iN tosolution is roLbc�ptaca en0ety On tile"L find Pia(l$. lart all 40Wn:on 21/17,1020 and comintlod the . ,d in it, Public hearins to 03/2.3,12021.,when it W as cloud, I) 1'be:driveway-,am to be conibined, 7 DETAILS rn) The:perc tests am to be completed and be:compliant. tu n rnatenats,SU amlic tio b"ttodbythe applicant and all,commentf;made ti) GrAvtI diaphtagirts.are to'he plaecd on the tkifts,of the penuq%b e paVers�L SCALE: at throutbind includin I ot n�econded by Brad Mag.owan. Duty adoptetl this 234 dq ofMareh 2,921 by Owe fulldwifig vote: AS NOTED CL ,['he Planning Board&A"Iniodit that the,"lics d6iiotiOwith 51andanis set, 0jr"S.t P rodh in ArtieW9,6f the Zoniq;0rdinalqce f � L , V tNxiiis, Ms�White,mr.Shafer Mr."unSing 0 m#;APPM W Valentine,Mr.Deeb,mr,Trowdr: TO— ,_ffE IMP troduced b bavid Deeb'Wily JJURM LLC In NOE NONE nwved f6r its adaptife. us TOWN OF QUEENSBURY PLANNING BOARD C3 0 re, RECORD OF SUBMITTALS DATE BY aft SWJJtiUnPMPaMdbySWffwfth:th0L IoWjg_� Acmiling to the dr L fol n . 1) Wall I v03 re4u*Od gr�mte&;�#-. Silo,1 49M ll-:$�. 0.w0m*t ial Aerations?constructim SHEET TITLE: detsib,Lr'WAS0WW&MoJJtion(Hspmt vs.jo*�,mmoval. for reqUeStilk 2) Tbza.Moval is valid forone(ILJ�YCU 60M d*4W of oWmval. Applicamlis respongibli X d ifyo 40:exte!w 'Provsalbefore*.Poe:(I))"rLOPWft JW eVift :U have Jy#Y�t f[pplied fQT�#, COVER SHEET Adhemnee to,the items outlinedin the follow-up l0tter&enr_With,.flJi$ C resolution- R a) ofCJft__­ ano_Cdt biltffir;ione, olei Col, fencing "I Ion se are"and fieldve�ifjed by-Community Development staff; be fisialled ar6und'the, PLANS PREPARED BY .0 b) tf, IJ,�bl, jft_­$,­_# S a" to a n 0 the Wa I— E aryL Wet cnha�CW Ill lnU0L:be j1*Miftd I $tewa m 4) SHEET: R" �L'D"IGN( PfvOft' 526.76La;.16JFax. 5:4,74-5-443Y 1 742.Oay Road,Qu"m0q;y,NY 2404.J www.queembury.net Phorle; si8.76i,8;t.:w Fax: 53.8,745,44371174�LBily Road,.Queensb ry,;NY ill_P" HIP z 1 of 7 LU nl,P�r�,New Yojdk, J2045 tdmiP.C,6m ell 24 - 21 - 7 c b ' SITE STATISTICS VARIANCE TABLE ASSEMBLY er s a ' LAKE GEORGE POIINT EXISTING ZONING WR WATERFRONT RESIDENTIAL VARLANCE ZONING REGULA710N REQUIRED PROPOSED T 1 REQ EStED PARCEL AREA 1.00 ACRES (43,693 SF) LAKE ,. 81 Ill SHMUK SETBACK GEORGE 75 FT 50 FT 2!> FT SITE sr rit PROPOSED LAND USE RESIDENTIAL - i = 1- BUILDING AREA 3,822 SF l CO N 4' , BUILDING HEIGHT 28.0 FEET u} WR ZONE REQUIRED STANDARDS _ PERMEABILITY 75% , e, SETBACKS F - = g SHORELINE FT � � N FRONT 30 FT `� ��� M ,;. z N N >5 .;: SIDE 20 FT N REAR 20 FT M SITE VICINITY MAP of N SITE LOCATION MAP EXISTING M = SCALE: 1 " = 2,000' PERMEABILITY 86.2 � v..," SCALE: 1 " = 2,000' N 0 SETBACKS SHORELINE 38.0 FT ` K Q FRONT 39.5 FT SIDE 47.0 FT a REAR 128.50 FT PROPOSED BUILDING AREAS PROPOSED ~ FIRST FLOOR HABITABLE 1,853 SF PERMEABILITY 79.9% `'`"` T FIRST FLOOR GARAGE 488 SF SETBACKS SECOND FLOOR HABITABLE 1,396 SF SHORELINE 50.0 FT** FRONT 5 Dock .0 FT ATTIC (GREATER THAN 5 FT) 37 SF SIDE 31.0 FT ' `" —� ENTRY PORCH 48 SF , ai ° t ° REAR 135.0 FT E;tciosed Poch TOTAL HABITABLE 3,249 SF ��,� W WATER SERVICE PRIVATE DRAW FROM LAKE rr nn TOTAL BUILT 3,822 SF - t V SANITARY SERVICE ON-SITE SEPTIC SYSTEM t j **AREA VARIANCE REQUIRED oY. / °I Deck o �LL j. (b II 111 r (� �— }:: o s ? N Dock o a. c s fa -'' '■"' har�e N/F O f ° Sh / a o / I4 j �� v _j .r3 cre a , I pre o � , �t4 0 { � Q � o EXISTING DOCK ° Sjjp / - ° ' xry v v Z V fn W NCt E= ., l TO REMAIN O.r j'�' r / LOR L fA m G�e EXISTING TREES / / TO BE REMOVED . ,Y jLu SEE PLANTING PLAN ��,. _ ;, ap,a °/ s icy a ron�, �� '+ - _ T (� Z W Z j PROPOSED COTTAGE i �° ���5"e I�' O Q W EXISTING DOCK 4 1` % BUILDING ' ° r w o Ge o TO REMAIN /R / /" ,� �: �r�; _; -• � � 'p- �e do �j r:, !/ o �/ W LL J LL z _, _.• PROPOSED PATIO C j �° �- LU W /' `f•.`.i, a fry 7 - +�`p -',s / a a v// e n'_7 .... -_ o z z 0i tapf .EXISTING SHRUBS N �o o° t jar o� `Q ., fL.L. O Q TO BE REMOVED EXISTING TREE / T SEE PLANTING PLAN TO BE REMOVED �' o _t7 p EXISTING COTTAGE ' SEE PLANTING PLAN / '� t;•,�" DRAWN BY BUILDING TO BE s+h° 1,600sF CHECK erGV REMOVED ec` EDP PROJECT NUMBER 12494 s r VJ 7W AL7ERARON OF 7NMr DOCLOWNIS AV ANY WAY: ?� EXISTING COTTAGE S // i` �` DONE MGM 71E DAECT SUPERWWW OF A !�• ra !�•, ' s' - J/ ,s»-a ,r IM CCWARAME PRWES90i (LE) M MWZR FOR AN `'vta• BUILDING TO BE -`"`' / 5 y _ Aft LANDSCAPE FOR Fov A LANDSCAPE v / ' f3 y� �` . L , EPOWEECT OR DSCAP OR R A SURI FCR IS A WOLA rc P ,:�5j7 REMOVED �j r' Ga ale ,�„ ;° i+ °` A AND MW AA CLASS "OE'D�' err, S oh ' - REVISION DATE BY FWK CHECK ADD RFSOU/TKKIS5/10/21 CV q.. TqF PROPOSED PROPERTY 2 `I F04 , LINE ADJUSTMENTCID CIO Wp i A�c k a� �• Wo ��• 'i sta �, 38° -.. (,, shy . �' 1 odX�take C 2 2 9 No h ` ... TP o -b 1, L I r26.9O /Y shoulde �'. a ©rid / �/ -m z TP#Ij � r. �P / Not ✓ TP# �.p / tit trJc Q meter " , ..S t. • OF E`N --_s r v g T t' f t` >« w.° r , s ttl \1 w I 4 L { s _ EY -p ,, � �,,.:. --�� >�ram.: , � � y - F E - TP#}• , N SETBACK ,, � ;, •'g j '� e3AG14 Na �! � � � � �klf �T a � � � � ti� � � � L � � � � 1,600 e ..� ?TP ,1 t 00 e ' p AlR fi ,� Ir J 4;r 0 /P Js d, Y 131. 23 w �o 096020 0 � � - `� r � -,.,• lPF -- , n �: �_. - � A90FES S IONP� i �z _ ,,, a HSt+ xfa�r 223. 18 L o :<, r _,/ r z o i 73 44 W 6. 3 . ©' 9s ' _P 59 16 ' -�: �; S 74°02 ' 44" -�ti o\ Im o i I - R3S9.2 , $ 73°52 ' 44N W rr -- �-f-"\� / PROPOSED SEPTIC : m �\ S 74°0 '� SCALE: 7 �/ A& ° t�, / SYSTEM O 4 � ` � ` r1. , 2 44N _ `Sp p3 D pr `ji �� PROPOSED PROPERTY 20 z c) LINE ADJUSTMENT h�p• 9s � 4 � �a � � � EXISTING STONE DRIVEWAY TO BE rn I \ `a�dS H � REMOVED (4,100 SF) I ja /� pf PROPOSED PERMEABLE t\ SHEET TITLE: B. 9Sr 1 Cbnk 3 500 SF PAVERS DRIVEWAY PROPOSED GRAVEL J `t 239 ��4 ( ) DRIVEWAY TO MAIN 2 2-32 RESIDENCE LOT (2,500 SF) O 1 05 .�- _ 2 SITE PLAN GRAPHIC SCALE I �aS 4J J I e~'t8#7 Of SHEET: O)pi V •r yO9,a L' I i 23 24p 20 15 10 5 0 20 40 so • 243 `f /j I :96+ (IN I I 239 2 p;y p9 t-+ FEET)5le 1 INCH = 20 FT. 2 Of 7 i 2 37 0 4 Z c i i GRADING NOTE: THE PROPOSED SITE GRADING WILL RESULT IN APPROXIMATELY 1,500 CU FT OF FlLL MATERIAL ON THE COTTAGE LOT. — N cM N N N cri 7 N CIO _ N U 0 Q f Q i QXJ �. ro a - ro s J o Geo horo W ALL PATIO suRFacEs 0 Q 1 SHALL BE CONSTRUCTED LL /7 USING PERMEABLE PAVERS 09 LLJ z J >' i o 040. NM/ s0 1,600 S� l W ` 4' PVC BUILDING ~� If Z U co z W SEWER LITERAL rf rr / J AT Y4'/FT MIN ` wY � Z Z W Z </ 7u iiw �y ✓l�� W . . Z SHALLOW GRASSED SWALE v V •sr 4' PVC EFFLUENT AREA= 680f SF W �/ Ij. SEWER LATERAL ER W 2 FT WIDE 1.5 FT DEEP OVERFLOW WI % / � A . W STONE INFILTRATION EL=322.50 y f� �, t{� }�t�..1 �!� � �- Z TRENCH, TYP. / A��y 8.5'x8.5' STOKE Y Y r O Z ' EXTEND 4' DOWN MINIMUM /1r OR BELOW FROST LAYER i ' yVo O O Q WHICHEVER IS GREATER / l Fey od 5'-I� "S6� W o, O / wood ' o take take SS„ ' I DRAWN BY av i9 .x fC � X�C �(� ..,. ►" / / ♦ / q �.,titi ' CHECK BYGv DRIVEWAY SHALL BE EXTEND 13 S.F. \ EDP PROJECT NUMBER t2494 CONSTRUCTED USING x "'4` P I OF TRENCH 4' DOWN MINIMUM PERMEABLE PAVERS aG OR BELOW FROST LAYER aC3 � /• niE AcnxArrcw aE nsE oocurElvis w ANY wAr, WHICHEVER IS GREATER A' r OVERFLOW WIER /' / FC x, DGWE + arECT VR A LA of / � � LArnXE �,waM�crE� u SYMYEER �scw G a X p .,, I ARQYTECT art SWRWEYM FVR A SURWYM 1S A WaAWN k EL=322.50 ° XFG d27.20 G CF RE NEW VCM STARS EDUCARLW uw AND/b/t S � � �C p � fi 327.50 FG X X 3Z6 70 OEM"Tx s AID rs A cxAss�• " �. REVISION DATE BY FES W/ RIP—RAP t FiC kp •SO /"' 32L7'0 s` 15" INV 321.08f,7b �c s/to/zt w rG _ --�' � � Ft�a+ax woo Rmourtar�s FES W/ RIP-RAP * �� PRONMIPOSED �' / f _ - 1 15" INV=321.08 / SEDIMENT FOREBAY FG 1 2" HDPE WATER SERVICE ..�.. 26.tp _ WITH CONNECTION TO %Z t LAKE WATER tF e 0.5.//O �j �� 3 "' C../x, Y ( �.'i`: �. `! _ 1A,600 53 2 HDPE FORCE /- , Y MAIN TO ABSORPTION , �''�` � �--- ae-�- e � �X FIELD /' ' 7 r OG 1,000 I r ADS NW-1 •', � __ CONCRETE REACTOR _ FES W/ RIP-RAP 1 500 GAL SEPTIC TANK. SEE DETAIL �. 1 �' e r Z O ( s ' �> '' O m Tn 15" INV=321.25 TANK, SEE DETAIL 00\ �' ., IT1 O ! 630 SF WASTEWATER s _ �'� 1 /' I REFER ABSOR TOO FIELD. \ y it 1sr 18.8'x18.8' STONE S_� _ F6 W/ Rip-RAp �z 2� [LA:KE E WATER SERVICE rn ` Op 11 p6" EXTEND 4 DOWN MINIMUM t� ONNECTION TO O -I TF y N� 15 INV=321.25 OR BELOW FROST LAYER WATER �7 \ OF NO % / 9. WHICHEVER IS GREATER �2��\ Z n \ •\ \ 2 FT WIDE 1.5 FT DEEP -O• 20 FT. \ I STONE INFILTRATION lr-\ FulILJTI'SED EASEMENT WIDE Y 1 TRENCH, TYP. �� T1l I o \ EXTEND 15 S.F. / •\ r 1 Q F NEW = OF TRENCH 4' DOWN MINIMUM OR BELOW FROST LAYERMV R 0 WHICHEVER IS GREATER �\ ` # a ' cn �i m I iPON& OA 09602a 1 /'" w m i I I SCALE: I !r 1"=20'� o ' ' J 1 1 O 1 UI Q SHEET TITLE: 0 a 0 UTILITY PLAN CL 0 r J m 2 W GRAPHIC SCALEco g SHEET: 20 15 10 5 0 20 40 80 Z W FEET) 3 of 7 W 1 INCH = 20 FT. w o: PLANTING SCHEDULE , � .. p r0 PLANTING NOTE: �[ E ANTI PLANTS LISTED IN THE PLANTING SCHEDULE A KEY COMMON BOTANICAL SIZE N0. REMARKS L C EDULE CAN BE RUBBER GARDEN HOSE C SUBSTITUTED FOR SIMILAR SPECIES OF THE SAME SIZE ..;J A C SHAOBLOW AMELANCIER BBB. WI TH THE APPROVAL OF THE OWNER/DEVELOPER =�� I� 12 GA. GALVANIZED ` SERVICEBERRY CANADENSIS 6 -7 FT, 1 MUL77-STEM AND/OR PROJECT LANDSCAPE ARCHITECT, WIRE }�r ARRED ACER TREE SHALL BEAR SAME RELATION 3Luuj MAPLE RUBRUM .3 O"-3.5" CAL. 3 B&& TO FINISHED GRADE AS IT BORE TO W-1 PREVIOUS EXISTING GRADE 4 A S SUGAR ACER 3.0"-3 5" CAL. 3 BdtB 2" LAYER OF BARK MULCH f w J MAPLE SACCHARUM mow. . RIVER B N BIRCH NIGRA A 3.O"-.�5" CAL. f MUL 7 EDAR POST 7-S TEM B&B. CASWEET CLETHRA PEPPERBUSH ALNIFOLIA 24"-30" HT. 26 CG Al RED OSIER CORNUS CS DOGWOOD SERICEA 30"-36" HT. 16 CG 0IN CUT AND REMOVE BURLAP (v) O BLUE FLAG IRIS w » FROM TOP I OF BALL R IRIS VERSICOLOR 12"-18 HT. 24 CG. 24 O.C. �� � N IN SAUCER SHAPED UP N C'7 \� COMMON ILEX FROM FINISHED GRADE e- i V WNTERBERRY VER77CILLATA 3-4 HT, 7 B&B N S-O" MIDSCARLET RED MONARDA w " UNDISTURBED GRADE OR M BEE BALM DIDYMA 12'-f8 HT. 12 CO, 24 O.C. TOPSOIL MIXTURE N V TTEUCC/A OS M C` TiR1CH MA 12"-18" H T. 40 Ca 24" O.C. .7 FERN ARYTH/OPTERIS — 1 — - EARTH BERM MIXTURE' (Y P F YELLOW PO EN77LLA w :, . CL POTENTILLA FRU77COSA 18 -24 HT. 8 CG Q WHITE PICEA I(�I _ NOTE: . DETAIL ALSO PG SPRUCE GLAUCA 6 -7 HT, 5 B&B •t 'f'°' - INSTALLATIONAPPLIES TO SHRUB RR RUGOSA ROSA 30"-36" HT. 4 CG =i 3" MIN. (EXCLUDE STAKING PROCEDURES) ROSE RUGOSA TWICE DIA. OF ROOT BALL TC CANADIAN TSUGA 0 HEMLOCK CANADENSIS 6'-7' HT, 6 B&B It VC HIGHBUSH VACONIUM r BLUEBERRY CORYMBOSUM 24"_30" HT g CG 1 CONIFEROUS TREE ARROWWOOD VIBURNUM / VD 3'-4' H T, 7 B&B VIBURNUM DENTATUM NOT TO SCALE w W T_ /r'•. v IR - 12 VC - 3 - C' oU PF - 4 r AS — 1 %' /' / _ "V TREE WRAPPING FASTENED }• (Y 1 /; % _ NEAR TOP AND BOTTOM J O � 1.. CA- 6 1 AS - 1 ,, �y MD12 , % J '/ RUBBER GARDEN HOSE J 12 GA. GALVANIZED WIRE Of W f CEDAR POST Z u W CA '/ ` ;.. /!�' / TOE FINISHTRE AS IT co BORE TOBEAR SAME O = Q J / S ✓ c i X X o PREVIOUS EXISTING GRADE 3. ;4 `r �' /!, �� 2" LAYER OF BARK MULCH \J Q W Z % RR - 4 ✓/ oN uj 0 SAUCER SHAPED UP {.,(..w LLJLJ.� �j �j FROM FINISHED GRADE . . Z 0PF - 4 U LL Ac — 1 `� ' f J / �� CUT AND REMOVED BURLAP L1 W --' W 600 SF% / r - FROM TOP OF BALL Z 1 / !'3<' 12" MIN. O Z � Mf, ,., % / it a�C', I •;�' 0u MIXTURE UNDISTURBED GRADE D Er S 2 � . iR j �t OR COMPACTED FILL DRAWN er cv CHECK BY OV .�`��" • �-� i � �� EDP PROJECT NUMBER 12494 '*':.... ,Sra,� � '"` �" ....• � _ •x•iY�'� i 1/ ( � / THE AL7FRA7ICYJ OF THESE DOCUM;- ., • ., ENTS IN ANY WAY, IV — ". 'a.t, ;' i `tee%�"'/ .. . i7 `' (N. - UNLFSS DCNE UNOER 7HE O/RECT o - t5 3 M sUPERHSKA� of A ,..� 7����'.�• •. • .-.,�, _ " ..• �.�r �^ / // / COtlPARABL£ PROFESSIONAL. I£. ENCM/EER FOR AN -c) h^k.+a:' - _ ENGIMEER, LANOSCtPE ANL7//7ECT FOR A LANDSCAPE F/ —"!.. -'� ARCNl7ECT OR SURI£YOR FOR A SURWAX IS A WOLAnQN ^� - • \ VC �w� 3 �1 r� CIF TW NEW YORK STATE EDUCAAON LAW AND/OR V ,9, .,._ _ • ( � ,: �- AND/S A CLASS A' ApSDEAt£ANDR. � % % ,,--�"-_._- �� _ 1 1--TWICE DIA. OF ROOT BALL ��n • i y• REVISION a S \ � \ i - `{� 'Hi Yr w� sr /• / / � ' - FINAL CHECK ADD RESOLUMNS DATE BY CO 00, CS - 3DECIDUOUS TREE �, F :`Fe�rlj: !` •"�' ' � � kr OSGALE \ 3 NOT T i x-, A jr. .............. A__ C K�_ 00, AR — 1CA - 7 �* a: . PLANTING NOTES �„/ .0 ...1 7. GUARANTEE: 1. PLANTING CONTRACTOR SHALL VERIFY FINAL SELECTION A. FOR A PERIOD OF TWELVE MONTHS FROM > 3 %: i OF PLANT MATERIALS WITH THE LANDSCAPE ARCHITECT THE DATE THAT THE WORK UNDER CONTRACT ,.;` :` I PRIOR TO INSTALLATION. - MS - 20 S CERTIFIED AS CO E T CONTRACTOR ' ffi � � 4 J—lr— �� � ICOMPLETE, HE �� SHALL: (1) GUARANTEE ALL PLANTS AND SEEDED IV- 2 16 }4 SEPTLC .FIELD a( 2. ALL AREAS OF SITE WHICH ARE DISTURBED AND NOT AREAS UNDER THIS CONTRACT; (2) REMOVE AND '• + =< :; ': `ape. I PLANTED, MULCHED, PAVED ETC. SHALL BE TOPSOILED AND SEEDED. REPLACE DURING THIS GUARANTEE PERIOD, O " PLANTS WHICH DIE OR ARE IN A BADLY IMPAIRED • TOPSOIL TO BE 4" MINIMUM AND SEED MIXTURES TO•.. r :: /%''�,r i CONDITION; (3) REPLANT WITH STOCK OF SAME \_ � \ f _ (.,.:.•,:, ' INCLUDE THE FOLLOWING: . + "#, _ � � �.� gyp,v -���-�- --.�,•_` � ¢�'�� tL"^'�" SIZE AND QUALITY AS ORIGINALLY SPECIFIED; `1 KENTUCKY BLUEGRASS 75 POUNDS PER ACRE SPECIFIED HEREIN , (4) GUY AND MAINTAIN AS ` CREEPING U 0 POUNDSAT NO ADDITIONAL COST. 0 PERENNIALRRYEGRASS E 30 POUNDS PER ACRE \ ;. ,:. ... � .. <�.. � � �' '< -t"� '4-.,� � � � 1. / , c _, .-„ ,; s - ,�� (/L e// 600 SF .---. B. REPLACEMENTS MADE WITHIN SIX MONTHS AFTER ., � r 1 _CS - 3 , ,� w � .,,,�„_,�_�- EXISTING VEGETATION SHALL REMAIN UNDISTURBED WITHIN ALL BEGINNING OF THE "GUARANTEE PERIOD" SHALL - ' �-J `""�C' r, AREAS OF SITE WHICH DO NOT REQUIRE GRADING. N07 EXTEND THE "GUARANTEE PERIOD" OF THESE _ .... ,µT •�. �..... � � ',; -', ,,. ^ � / ,''_ `' , �;;y.: ., ... _ "=:`..•..`� �,'�\. .1 z.,_ � ,..>�:, E REPLACEMENTS MADE SIX RTMONTHS ORN MORE HAFTER THE BEGINNING OF 4. ALL PLANTING BEDS TO RECEIVE 3" MINIMUM BARK MULCH WITH COLOR PER OWNER. THE "GUARANTEE PERIOD" SHALL BE MAINTAINED /4 (�-a- . / ,.! i a ,�' \, ANDGUARANTEED FOR A PERIOD OF SIX MONTHS \' IV — �..J UTILITY FROM THE O f �' �` ` 5. THIS PLAN IS FOR PLANTING PURPOSES ONLY. REFER TO TIME OF REPLACEMENT. z t, ' :,; 3'^ SITE PLAN FOR DETAILED GRADING AND UT °'`r �� lP� INFORMATION. B. APPLICABLE STANDARDS: "AMERICAN STANDARD FOR \ NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF _ I \ 6. SITE LANDSCAPING TO BE MAINTAINED BY OWNER IN NURSERYMEN AND "STANDARDIZED PLANT NAMES' BY PERPETUITY AND DEAD OR DYING PLANTS SHALL BE THE AMERICAN JOINT COMMITTEE ON HORTICULTURAL iq \ REPLACED AS EQUAL. NOMENCLATURE, ARE A PART OF THIS SPECIFICATION. TC - 3 � vD \ __ `\ IN THE FIELD,HALL BE NURSERY GROWN, NOT GATHERED AR — 1 AR — 1 1 � — 3 - I SCALE: CS - 4 PG - 2 1 =20' PG - 3VD 4 ! x 0 TC - 3 ' 0000,3 3 own, SHEET TITLE: VC — CS PLANTING � � I r GRAPHIC SCALE PLAN SHEET: 20 15 10 5 0 20 40 BO ' (IN FEET) / 1 INCH = 20 FT. 4 Of 7 94.-P1 -7C; (r d) 10 FT. MIN SILT FENCE GENERAL NOTES: EXISTING 50'-0 �v ENT t} ;N BTING Lo GROUNDIV. C6 1. SILT FENCE SHALL BE PLACED A MINIMUM OF 5 FT. FROM TOE OF SLOPE, 10 FT. PREFERRED, TO PROVIDE ADEQUATE AREA FOR SEDIMENT STORAGE • ''R". _ , pw 0 CD - SILT FENCE SPACING REQUIREMENTS AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT AREA, 6 MIN. MOUNTABLE BERM 1 ❑ ❑ LATH AND FLAGGING 2. POSTS MAY BE 1.25"x1.25" (MINIMUM) HARDWOOD, TYPICALLY. FOR WIRE MESH BACK USE 2"x2" NOM. HARDWOOD, OR STEEL "T' OR "U' POSTS (11b per FILTER CLOTH (OPTIONAL) SAND BAG If). SILT FENCE SHALL BE WOVEN GEOTEXTILE FABRIC(GEOTEX 2130 OR EQUAL). PROFILE _y ON THREE SIDES 3. SILT FENCE ASSEMBLIES MAY HAVE 4 FT. OR 6 FT. POST SPACING, AND MAY OR MAY NOT HAVE MESH REINFORCEMENT. SENSITIVE AREAS TO BE SLOPE LENGTH FENCE LENGTH FT.) PROTECTED MAY NEED TO BE REINFORCED SY USING HEAVY WIRE FENCING FOR ADDED SUPPORT TO PREVENT COLLAPSE. L ` ❑ A ❑ A' SLOPE STEEPNESS / ( 4. THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6' BELOW GROUND, THE FENCE SHALL BE INSTALLED WITH THE POSTS ON THE 50'-0 MIN. SAND BAG DOWNSTREAM SIDE OF THE FABRIC. • •` 10 MIL 5. MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED ON A SLOPE ARE: Z LLI� PLASTIC STANDARD REINFORCED SUPER UJI O DEPRESSED ❑ LINING SLOPE MAXIMUM AREA <2% <50:1 300 / 1500 N / A N / A STEEPNESS LENGTH (ft,) p N 2:1 25 Q '� I Z _ 2-10% 50:1 TO 10:1 125 / 1000 250 / 2000 30CI / 2500 3:; 75 Z .•t( c : ❑ ❑¢ I _ i-i I I-� I �.' 5:1 OR FLATTER 100 EXISTING ffi 3 FT. 10-20% 10:1 TO 5:1 100 / 750 150 / 1000 200 / 1000 PAVEMENT 6. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT EXCEED Y ACRE PER 100 FEET OF FENCE, WITH MAXIMUM PONDING DEPTH N ', ❑ ❑ 20-33x 5:1 TO 3:1 60 / 500 BO / 750 IOCi 1000 OF 1.5 FEET BEHIND THE FENCE; AND EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION; AND THERE IS NO CONCENTRATION OF WATER FLOWING 1 Z MIN. ti i I_I I I / TO THE BARRIER. 10 MIL PLASTIC LINING -I 1-I I` 7. MEASURES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS, AFTER EACH RAINFALL OF .5" OR MORE WITHIN A 12 HOUR PERIOD, OR DAILY __LATH AND FLAGGING SECTION (A-A') 33-50% 3:1 TO 2:1 40 / 250 70 / 350 101) / 500 DURING PROLONGED RAINFALL MEASURES SHALL BE CLEANED AND REPAIRED AS REQUIRED. PLAN VIEW Z Lc) r ❑ a Q O Q ❑ 8. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF OF THE MEASURE HEIGHT. SEDIMENT SHALL BE DISPOSED OF AS UNSUITABLE (t) N ON THREE SIDES MATERIAL. O N N CONSTRUCTION SPECIFICATIONS MAINTENANCE AND CLEANING >50% >2:1 20 / 125 30 / 175 5C / 25o SILT FENCE �- -5' MIN (10' PREFERRED) -� 1. CONCRETE WASHOUT FACILITY SHALL BE LOCATED A MINIMUM OF FIFTY 1. DO NOT DISCHARGE LIQUID OR SLURRY TO WATERWAYS, STORM CONSTRUCTION SPECIFICATIONS r N FEET (50') FROM SENSITIVE AREAS, DRAINS OR DIRECTLY ONTO GROUND "c3 0 0 "' u? 2. THE BASIN DIMENSIONS DEPICTED ABOVE ARE REQUIRED MINIMUMS. 2. DO NOT USE SANITARY SEWER WITHOUT LOCAL APPROVAL. - $ o HARDWOOD 1. STONE SIZE - USE 2' CRUSHED STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. co CONCRETE WASHOUT FACILITY SHALL BE CONSTRUCTED AND 3. PLACE A SECURE NON COLLAPSING, NON-WATER COLLECTING COVER POST MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID OVER THE FACILITY PRIOR TO PREDICTED WET WEATHER TO PREVENT 2. LENGTH - AS EFFECTIVE BUT NOT LESS THAN 5O FEET. N V AND CONCRETE WASTE ENERATED BY WASHOUT OPERATIONS. ACCUMULATION AND OVERFLOW UNDISTURBED 3. THICKNESS - NOT LESS THAN SIX(6) INCHES. (APPROXIMATELY 60 GALLONS OF WASTE AND WATER PER TRUCK). 4. REMOVE AND DISPOSE OF HARDEN CONCRETE AND RETURN THE SEDIMENT GROUND 4, WIDTH - TWELVE SS FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH T POINTS WHERE 3. PLASTIC LINING MATERIAL SHALL BE A MINIMUM 10 MIN POLYETHYLENE STRUCTURE TO A FUNCTIONAL STATE. SLOPE ONTAIEA FILTERS OR EGRESS OCCURS. TWENTY-FOUR E A FOOT IF SINGLE ENTRANCE TO SITE. � Q 5. FILTER CLOTH - WILL BE PLACED OVER EN11RE AREA PRIOR TO PLACING OF STONE. SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER DEFECTS 5. INSPECT THE WASHOUT FACILITY FOR SIGNS OF WEAKENING OR AREA i� 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE n. THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. DAMAGE AND REPAIR AS NESSESARY(RELINE THE STRUCTURE WITH ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. Q 4. WASHOUT FACILITY MUST BE CLEANED, OR NEW FACILITIES MUST BE NEW POLY SHEETING AFTER EACH CLEANING). 5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75% FULL. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED r SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL BOARDS OR OTHER APPROVED METHODS. 6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONOTION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO Fm CONCRETE WASHOUT FACILITY PLAN PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS S DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DRIPPED, WASHED OR TRACKED ONTO PUBLIC 1.25' x 1.25" (2" x 2" NOM. FOR WIRE MESH BACK)* RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. NOT TO SCALE (TEMPORARY BELOW GRADE) HARDWOOD POST 7. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 0 *OR STEEL "T" OR 'U" SECTION POSTS (1 lb/If MIN.) WOVEN GEOTEXTILE FABRIC GEOTEX 2130 (OR EQUAU mi SILT FENCE ASSEMBLY (SEE INSTALLATION NOTES) SEDIMENT STABILIZED CONSTRUCTION ENTRANCE w Uj CONTAINMENT AR VA 5' MIN (10' PREFER ED) NOT TO SCALE V C� \ TOE OF a z r/ SILT FENCE INSTALLATION NOTES: SLOPE t . UNDISTURBED o Q o d- GROUND O O 1. GEOTF-XTILE FABRIC AND WOVEN WIREMESH TO 17 N LL BE FASTENED SECURELY TO FENCE POSTS WITH WOVEN WIRE MESH v, \ " I WIRE TIES OR STAPLES. RENFORCEMENT (IF W \\ 2. FILTER CLOTH TO BE FASTENED SECURELY TO NECESSARY) MIN. 14 z_ GAUGE WITH MAX. 6" RETAIN EXISTING WOVEN WIRE FENCE WITH TIES SPACES EVERY � 24" AT TOP AND MID SECTION. OPENING OSSIBLVEGET � 1F O 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN f ' ' U a " TQ Sh EACH OTHER THEY SHALL BE OVERLAPPED BY EXCAVATE TRENCH, BURY SILT FENCE FABRIC {j•) J } •i�/• SIX INCHES, FOLDED AND STAPLED. � J 1' r Owe,, 4 NMAINTENANCE SHALL EEDED AND PERFFORMED AS EMOVED WHEN AND BACKFILL/COMPACT EXCAVATED EARTH 4" I� L _j O 'BULGES" DEVELOP IN THE SILT FENCE. SECTION 0 m } Geo 1 to �� SILT FENCE DETAILu Of W w v r Z D •�.. NOT TO SCALE i O = m ' LLJ ❑ z > U zWZ F- p Q LU W O �r / W . . z C'1 uj �/ Q LL Z iz w ` " z W .. QUEENSBURY EROSION CONTROL NOTES: O p Q SILT FENCE AS ( �\ PER DETAIL s° 2 x / �.-----�� / f, � � 1) TEMPORARY EROSION CONTROL SHALL BE PROVIDED FOR ALL DISTURBED AREAS O IN ACCORDANCE WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. THE TEMPORARY EROSION CONTROL MEASURES DRAWN BY GV � SHALL BE MAINTAINED CONTINUOUSLY UNTIL PERMANENT CONTROL MEASURES ARE CHECK BY GV 600 SF/// IN SERVICE.. 2) STAGING OF CONSTRUCTION TO FACILITATE EROSION CONTROL SHALL BE EDP PROJECT NUMBER 12494 REQUIRED. ONLY THOSE AREAS WHERE CONSTRUCTION IS ACTIVELY OCCURRING TW ALTERA7IDN OF ThIEW DOCUMENTS IN ANY WAY, UNLESS DOW t 6py I SHALL REMAIN OPEN AND UNVEGETATED. ALL AREAS THAT ARE NOT WITHIN AN u � (?E�r x saFOR AN \ l /// ;' j ACTIVE CONSTRUCTION AREA SHALL BE MULCHED AND STABILIZED OR SHALL. BE oapNnR, LANDSCAPE ARLM7FCT roR A LANDSCAPE ARCHITECT OR SURVEYOR FOR A SURVEYOR, IS A YIDIA770N MULCHED AND REVEGETATED. AN "ACTIVE CONSTRUCTION AREA" IS DEFINED AS OF THE NEW YORK STATE EOUCA77W LAW AND/OR ONE ON WHICH SUBSTANTIAL CONSTRUCTION ACTIVITY HAS OCCURRED WITHIN THE REOVLATIQNS AND IS A CLASS A- AOSDEMEANOR. PAST SEVEN CALENDAR DAYS. TEMPORARY OR PERMANENT EROSION CONTROL ,, / � -._. • _ems a / / / ,_ , REVISION DATE BY MEASURES SHALL BE IMPLEMENTED WITHIN 10 DAYS FOLLOWING THE LAST FINAL CHECK ADD RESOLU110NS 5/10/21 GV SUBSTANTIAL CONSTRUCTION ACTIVITY. / ' % l 3 COMPLIANCE WITH THE FOLLOWING RESTRICTIONS SHALL BE REQUIRED: I $ (A) N HALL BE FELLED INTO ANY LAKE, POND, RIVER, STREAM OR / ONE THESE^� x.�� iiiJJJy OE WATER BODY. VEGETATION N S INTERMITTENT STREAM, AND, IF INADVERTENTLY FELLED INTO WATER BODIES, SHALL BE REMOVED IMMEDIATELY FROM TH ' _ (B) FOR LAND WITH SLOPES GREATER THAN 15% OR WITHIN 500 FEET OF THE 3 ;,,z• _ ` / ;� MEAN HIGH WATER MARK OF ANY LAKE, POND, RIVER, STREAM OR WETLAND, SILT FENCE A5 / PER DETAIL / \ / '!- \ •4 / •` N01 LAND AREA, CLEARED MAY STOCKPILED WITH EARTHEN MATERIALS, ; R INCLUDING R S T A COVERING VEGETATION CH HAS BEEN MORE THAN 24 HOURS WI MADE OTHOUT A PROTECTIVE SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL �� . � �.r' `,5 �`� � � \ / � y � '• � (Food 5+ MEASURES PROPERLY INSTALLED. - ',may % 'S ti� C ANY AREA OF LAND FROM WHICH THE NATURAL VEGETATIVE COVER HAS BEEN \ / \ �, b ( ) .. 1 0' "Oil S, HE PARTIALLY OR WHOLLY REMOVED BY DEVELOPMENT ACTIVITIES SHALL BE REVEGETATED WITHIN 10DAYS FROM THE SUBSTANTIAL I 6 E ,• .. COMPLETION OF SUCH CLEARING AND CONSTRUCTION ACCEPTABLE - - •••""-•J� Vr S \ •,,, { 1 �f;-, ,, �� ?�'� REVEGETATION SHALL CONSIST OF THE FOLLOWING: (C)1. RESEEDING WITH AN ANNUAL OR PERENNIAL COVER CROP ACCOMPANIED BY ::::.;::'::;:':':; :: •: '• / asp U fi' \, 1 R ITS EQUIVALENT OF SUFFICIENT \\ ` PLACEMENT OF STRAW MULCH 0 ` �yl' �� 'I COVERAGE, BUT NOT LESS THAN 50% OF THE TOTAL DISTURBED AREA, TO \ -a,, \� ' CONTROL EROSION UNTIL SUCH T AS THE COVER P ' ui I, + ��; ., i r �� � �••• i �\ i y;, � -_ � � � l C TIME E OV CROP 15 ESTABLISHED OVER 90% OF THE SEEDED AREA. (C)2. REPLANTING WITH NATIVE WOODY AND HERBACEOUS VEGETATION �� / ',ram•• \ _ � ,'� I ACCOMPANIED BY PLACEMENT OF STRAW MULCH OR ITS EQUIVALENT OF SUFFICIENT COVERAGE TO CONTROL EROSION UNTIL THE PLANTINGS ARE ESTABLISHED AND ARE CAPABLE OF CONTROLLING EROSION. (C)3. ANY OTHER RECOGNIZED METHOD WHICH HAS BEEN REVIEWED AND �" ---4-.- Y rr - ,,.> � � _ i '°'Y'J4� � i � APPROVED BY THE MUNICIPALITY AS SATISFYING THE INTENT OF THIS CONCRETE WASHOUT .� \4 a 1 \ i ( � REQUIREMENT, g AS PER DETAIL (D) ANY AREA OF REVEGETATION MUST EXHIBIT SURVIVAL OF A MINIMUM OF 75% a. OF THE COVER CROP THROUGHOUT THE YEAR IMMEDIATELY FOLLOWING � `♦! OD REVEGETATION. REVEGETATION MUST BE REPEATED IN SUCCESSIVE YEARS UNTIL 16 4 SEPTIC FIELD' _ j ! �. N 1Z ,. THE MINIMUM SEVENTY-FIVE-PERCENT SURVIVAL FOR ONE YEAR IS ACHIEVED. o (E) GROUND-CLEARING OR GRADING ACTIVITIES WHICH OCCUR DURING THE PERIOD N OCTOBER 15 TO APRIL 15, DURING WHICH GERMINATION OF VEGETATION N z.�•, �. 'W!',;,\ �� �� ; . „ . �:; ,..��.:,, >,,,, �.:, '.� _,�---- . _„_,; , . �•; r TYPICALLY WILL NOT TAKE PLACE, SHALL BE REQUIRED TO INCORPORATE EXTRA .. � �;Tr'` ''. :• ""j MEASURES DURING REVEGETATION IN ORDER TO REDUCE EROSION AND MAINTAIN \ ; ` T, I WATER QUALITY. THESE EXTRA MEASURES INCLUDE, BUT ARE NOT LIMITED TO, ' g ac 0 -0, / THE USE OF SCREEN MESH, NETTING, EXTRA MULCH AND SILTATION FENCES. rn 1,600 SF a _ k as , 's M E .>, ••,I --=�, �:_.__._ '.__._._._._._._..�- , - � -- - -- - - -- - in., EROSION CONTROL AND GRADING NOTES: • San - -�� ` I 1) MINIMAL EROSION CONTROL DEVICES ARE ILLUSTRATED ON SITE PLAN IN A •',•.. s ,,' ..f.F r, `' , j�,.e' 'h ♦ /J_.s,., N _ _ -'`-------.e----� i ! SCHEMATIC MANNER BASED ON Y STATE GUIDELINES FOR EROSION AND a V� � '°' ,p , - � ^•_ 1�>�;w I. ��'" `�� r '� I i � SEDIMENT CONTROL. IT WILL BE NECESSARY TO ADJUST THE ACTUAL LOCATION a1 ' mac. $A S"n•.. AND QUANTITY OF EROSION CONTROL DEVICES DEPENDING UPON FIELD o 1 j f CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING \ k \� THESE MEASURES AS REQUIRED TO PROTECT THE SITE. i' . W, »s ' � --._._, � \♦ Z -;���;,,` X•, j I 2) SLOPES SHALL TYPICALLY BE GRADED AT A MAXIMUM OF 3:1 (3 HORIZ. 1 PERT.) o WITHIN ALL CUT OR FILL AREAS, UNLESS OTHERWISE DESIGNATED ON PLANS, ''� , J -•, i ` l �` 3) SEED SHALL BE A COMMERCIALLY AVAILABLE MIXTURE OF PERENNIAL RYE AND LU UTILITY GRADE FESCUE. PERCENTAGE OF PERENNIAL RYE SHALL NOT EXCEED = APPROXIMATE LIMITS OF t \ 50%. SCALE: v7 STABILIZED CONSTRUCTION PROPOSED CLEARING AND GRADING ` 4) SEEDED AREAS SHALL BE FULLY COVERED WITH A LEAN STRAW OR MULCH n_ o s, ENTRANCE AS PER DETAIL .81 ACRES± (NO NYSDEC PERMIT r MATERIAL. IF ORDERED BY THE ENGINEER OR MUNICIPALITY, A BIODEGRADABLE -2O fl I ` \ NETTING (E.G., EXCELSIOR BLANKET, COIR GEOTEXTILE) SHALL BE ANCHORED OVER / SEEDED AREAS WHICH DEMONSTRATE "RILLING" OR OTHER EROSION PROCESSES. 5) TOPSOIL AND SEED SHALL BE REAPPLIED TO ANY AREAS WHICH FAIL TO o, \I I ! \ ESTABLISH AS A RESULT OF INITIAL APPLICATION. 3 1\ 6) SILT FENCE BARRIERS SHALL BE PLACED WITHIN ALL AREAS OF EXPOSED SLOPES Lo ` TO CONTROL SOIL EROSION DURING AND AFTER CONSTRUCTION. o V \ i 7) ALL STORM OUTFALLS SHALL RECEIVE RIP RAP IMMEDIATELY UPON INSTALLATION d ♦ \ (AS PER PLAN). c / \ 8) EROSION CONTROL (ERO-MAT) OR APPROVED EQUAL, SHALL BE INSTALLED ON SHEET TITLE: B ALL 2:1 SLOPES: AN ORGANIC FIBER PROTECTIVE MAT, HALF INCH LAYER OF CHOPPED STRAW, KNITTED INTO A RUGGED MAT WITH A THIN NETTING OF fl PHOTODEGRADABLE POLYPROPYLENE. SECURE MAT TO SLOPE WITH 6" STEEL EROSION x } t U-SHAPED STABLES, 2 STAPLES PER SQUARE YARD, OR AS PER MANUFACTERER'S O , INSTRUCTIONS. �� to 2 I 9) STREAM REACHES ON-SITE AND DOWNSTREAM OF CONSTRUCTION SHALL NOT ' HAVE SUBSTANTIAL VISIBLE CONTRAST RELATIVE TO COLOR, TASTE, ODOR, o i TURBIDITY AND SEDIMENT DEPOSITION FROM THE REACHES UPSTREAM OF THE CONSTRUCTION ACTIVITY, o 10) VEHICULAR ACCESS POINTS SHALL BE MONITORED AND INSPECTED AT THE SAME N FREQUENCY AS EROSION CONTROL FEATURES TO INSURE THAT DEPOSITS OF SAND, SHEET: GRAPHIC SCALE SILT OR OTHER MATERIAL IS NOT BEING DEPOSITED ON PUBLIC ROADWAYS. IN z T7 1 I THE EVENT ANY SIGNIFICANT DEPOSITS OCCUR THEY SHALL BE CLEANED UP ( I ) IMMEDIATELY. I i ' 20 15 10 5 0 20 40 BG 5 of 7 W �1 (IN FEET) 1 INCH = 20 FT. i cs 9 _1_)1 _7n rnfi� 1 _ i m S DATA THE FOLLOWING DEEP TEST PIT AND SOIL INFILTRATION TESTING WAS „,`� [ `� CD THE FOLLOWING DEEP TEST PIT AND SOIL PERCOLATION TESTING WAS . TP#3 4 ,..� � • , PERFORMED ON THE SITE ON APRIL 20, 2021 AND RECORDED BY A - �\' ° ' ` PERFORMED ON THE SITE ON OCTOBER 22, 2020 AND RECORDED 8Y A 0"-10" 04 FOREST DUFF/ORGANIC MATERIAL ROOTS REPRESENTATIVE OF ENVIRONMENTAL DESIGN PARTNERSHIP, LLP REPRESENTATIVE OF ENVIRONMENTAL DESIGN PARTNERSHIP, LLP 10"-30" LIGHT .BROWN LOAMY SAND 30"-70" FINE SILTY SAND, FIRMER WITH DEPTH, FINE, FIRM SAND SILT TP#5 T NO OBSERVATION OR EVIDENCE OF GROUNDWATER �, » s 0"-10" FOREST DUFF/ORGANIC MATERIAL ROOTS 0 —2 TOPSOIL/ ROOTS TO 7 10"-32" LIGHT BROWN LOAMY SAND Tp#q 2"-21" GREYISH BROWN LOAMY SAND, WET 32"-70" SILTY SAND, FIRMER WITH DEPTH, SOME COBBLES 0"-6" FOREST DUFF/ORGANIC MATERIAL ROOTS TO 18" SEASONAL HIGH GROUNDWATER ® 21 INCHES. (J J r�, `� � -,�. ul _ NO OBSERVATION OR EVIDENCE OF GROUNDWATER 6"-25" LIGHT BROWN LOAMY SAND TP#6 f j TP 2 25"-72° FINE SILTY SAND, FIRMER WITH DEPTH, FINE, FIRM SAND/SILT 0"—6" TOPSOIL/ ROOTS TO 10" jEJ2 NO OBSERVATION OR EVIDENCE OF GROUNDWATER "— �'`� z i`: 32J. ' a H / I "� « 6 36 LIGHT BROWN LOAMY SAND , 0"-10" FOREST DUFF/ORGANIC MATERIAL ROOTS NO OBSERVATION OR EVIDENCE OF GROUNDWATER �' / I ° 10"-32" LIGHT BROWN LOAMY SAND „ z ~- --_--. \_ TP#4 / 32"-70" SILTY SAND, FIRMER WITH DEPTH, SOME COBBLES 0"-6 FOREST DUFF ORGANIC MATERIAL ROOTS TO 18" TP#7 ( ?''j \ ,Q » » /. „ » /K NO OBSERVATION OR EVIDENCE OF GROUNDWATER 6 —25 LIGHT BROWN LOAMY SAND 0 —8 FOREST DUFF/ORGANIC MATERIAL ROOTS ` t € " » B"-27" LIGHT BROWN LOAMY SAND 25 -72 FINE SILTY SAND, FIRMER WITH DEPTH, FINE, FIRM SAND SILT r- NO OBSERVATION OR EVIDENCE OF GROUNDWATER 27 -64' FINE SILTY SAND, FIRMER WITH DEPTH, FINE, FIRM SAND/SILT C? 0 NO OBSERVATION OR EVIDENCE OF GROUNDWATER a t N N P �Qg STABILIZED RATE OF 6 MIN/INCH IT 13194, rco- N STABILIZED RATE 5 INCH/HOUR M PTPT#2 I,T#2 STABILIZED RATE OF 5 MIN/INCH STABILIZED RATE 15 INCH/HOUR 1 Q , r .> y(�. ..... _. 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O CONDITIONS .r O..r a� SURVEY s2 `alas - Qr 'aS y�F GRAPHIC SCALE e 3 al- AVjic ° �a� or SHEET: I g:y2 n �0.91 � I B= 2�p�° �A20 15 10 5 0 20 40 80 4,3 h:r I I 239. /2,2~�9s (IN FEET) 2^2` n Jr'� 1 INCH = 20 FT. s 37a7 6 of7 Z - W P4-71 -7F (M) PLASTIC ERNE AND FINISHED GRADE + FU7UIBIYL PmYLAK ammmEss DuENSIGN (wI ASPHM=BEAL MADE RIN"BY POLYLOK OR ElWLK 4' ODD L I 1 DATER TIGHT JOINT(TYP SANTARY lEE - L PARGE W/NON- CROUiWUAWf BRSIDE t OUT N FULL BIT'AIM101 ` , TE7E p C INTERIOR COKE ( I BAFFLE um PAVEMENT OR \ NOP 300M OR k t I ma MN.EQUAL Ow'wruiM ORIGINAL GROUND ALL JOINT MFLI LOW - `f C 10 12'LKM PEA IUa M 10 HE N17E1RNw z - GMMEL OR CRUSFIED AND LEAKA*E 1ES1 F SECTION VIEW SMNE - U) T- NOTE fc w�cn Innluwl_ i-1 11-1 f f—_ �f- I I i INCLUDING 4'TOPSOIL. — M N INLET INVERT IS r ABOVE IrMIN) SEED AND MULCH FOR — —I I N N ASPIPLA:SEAL r FINAL GLADE FINAL STABLaATION i2'THICK WASHED ALL BACKFILL MATERIAL TO BE I SELECTED GRANULAR FILL TO BE I N I I T OX 47E PLACED IN 8 LIFTS AND BE COMPACTED Cr3 t° NG GLADE NON-WOVEN TO 95X MODIFIED PROCTOR MAXIMUM 1 1 N t.s' PERFORATED PIPE STONE EIED PLACED UNDER PAVEMENT e" INLET i i OUTLETF� a 4 FT INTERVALS) t}• DENSITY. (ATM D1557). FREE FROM A.O.B.E = AS ORDERED BY ENGINEER M DEBRIS, FROZEN MATERIAL. LARGE CLODS 3 TRENCH SLOPES ARE GIVEN FOR 3 OR STONES, ORGANIC MATTER. OR OTHER MAX. PAYMENT LIMITS ONLY N 0 THE A F �RESIDENTIAL UNIT � R FOR Tiwcs UNSUITABLE MATERIALS SHALL NOT BEBE7W FOR OPEN CUT AND ARE NOT LL Am THE sww TANK TO BE 4_,. - INTENDED TO REPRESENT NOTE: CONTRACTORS MUST Q PER Fool �,� r ,•: :...... ' STABLE SLOPES I COMPLY WITH ALL LOCAL, STATE. USED AS BACKFILL PLAN VIEW - - I-I (-I I •• p II I( (�I=-=� f'I I UNDER FIELD CONDITIONS. I I_ & FEDERAL SAFETY REGULATIONS. Q. OUTSIDE -III-I I-I I=)I �' ' •� r. I -i(I-f I I-III-. SELECTED GRANULAR FlLL !I (OSHA & N.Y.S. D.O.T.) Q TANK SIZE MN. LIQUID DEPTH 'A'TANK DIMENSIONS 'B'X'C' 'O' �' -I I{.I I— _ _ - - - - - - - {I-I I I-I I I-, - PLACED 1N 6' LIFTS AND 150D GAL 4-1 r-O' x 11'-0'' 4-1 V-1 a'-3' I —I (-III=III=III=III=III=)I I-III I I- I=1 I I=III III=III III =III III=I I(- MECHANICALLY TAMPED OR NOT INTENDED TO c I�IIIII� I-1�II�II��II�IIIIII�II�II�IIIII�III ��I�hII�II��IIiII�I� ,i�I����I�1 ,ILL`ill= A.O.B.E. SEE NOTES 1&2. '11- REPRESENT x 1 1500 GALLON SEPTIC TANK 11 fill fill 111 A SAFE SLOPE H 3' MIN EQUAL MIXTURE OF #1 Ac #1 CRUSHED STONE OR �'x SELECT GRANULAR MATERIAL AS ORDERED BY ] NOT TO SCALE BED AREA 70 BE INSTALLED TO EXISTING SEPARATION ENGINEER (MECHANICALLY COMPACTED) OR A.O.B.E _z GRADE LEVEL BED AREA AT TWO FOOT TO a SEE NOTE 2. FOR UNSTABLE TRENCH BOTTOM USE DEPTH PTWOR 70 PLACEMENT OF STONE OR ROCK ADDITIONAL DEPTH OF STONE AS NECESSARY 1T) I: N PROVIDE A FIRM FOUNDATION(FOR PIPES THAT CONNECT TO DRYWELLS USE SELECT GRANULAR FlLL, IF STONE IS USED THE STONE SHALL BE WRAPPED WASTE WA TER SEC T ON AL MEW TIRE LENGTH OF PIPE 5 E - - - - ] [+1 M WRAP ALL STONE IN PAVED AREAS 6' MIN. FOR PIPE 12' DIA. AND SMALLER NOT TO SCALE NOTES- 12" MIN. FOR PIPE 14' DIA. AND LARGER w 11' PERFORATED PPE ( 0 ( ' DIA OF IFICE 2'SIR- 2t FROM i 25' (IYP.) 1) NATIVE EXCAVATED GRANULAR MATERIAL MAY Q BE USED IF APPROVED BY THE ENGINEER. 0 0 PUMP TANK 2) CRUSHED STONE NOT TO EXCEED #2 IN SIZE. 2 X O.D. MIN/O.D. + 20' c>RFM M BE AT YOP OF PW rm+ GRANULAR FlLL TO MEET THE FOLLOWING 1 MANIFOLD D SHIMo REQUIREMENTS: (MAX PAYMENT LIMIT) WHERE A WATER TABLE CONDITION EXISTS w i FM aN1 EAT PIPE BOTTOMOX IN EXCESS OF 2' STONE BEDDING SHALL BE WRAPPED IN A 0 OX-70% PASSING OX-12X PASSING � S� NCI-WOVEN GEO-TEXTILE ENVELOPE 0 #200 SIEVE (FABRIC EQUIVALENT TO AMOCO 4545) V d I I a 3) GRANULAR HAUNCHING SHALL BE MQIE; WRAP ALL STONE IN PAVED AREAS �w/ 817M 1 ET I MECHANICALLY COMPACTED TO SPRING--LINE OF PIPEJ. O - s STORM TRENCH (TYP.) Q �- m 0 PLAN VIEW N W ] NOT TO SCALE LL Z (1) W z ABSORPTION BEDcl)] NOT TO SCALE 0 � Q U) - ZW 0 Z NJ0 QW -� w D _0 a � � oz KEY MAES w N NACCORD N EWIWITH 0 z J Z w EXTEND AND AREA OF CLEAN NO. 2 KIANUFACTURER S SPECIFICATIONS CRUSHED STONE (EQUAL TO 1OX OF THE �: _1 3: of Q BOTTOM AREA OF THE BASIN) A MINIMUM OF WIDTH AS SHOWN ON PLANS 4 FT BELOW THE BOTTOM OR BELOW FROST a 0 = O30. LAYER WHICHEVER IS GREATER, WRAP THE •amf CENTER OF STONE TRENCH TO STONE IN NON-WOVEN' FILTER FABRIC TURF REINFORCEMENT MATTING BE SLIGHTLY DEPRESSED FINE CRUSHED GRAVEL DRAWN BY Cliff PROMOTE PRETREATMENT SUCH AS VMAX 3 SC250 BY TENSAR. LAND LOCK 450 NY DRIVEWAY (S SURFACE w EDP PROJECT NUM3ER t204 M vl>r All PROPEX, OR APPROVED EQUAL — �� (SIEVE SIZE �4 -NO. 4) TO Aatrews I I—) ( _-1 I I I L ft ALTE ow 1 OF VI,111111010 EW v c r SIM NA AAIY wxr, s IANt lVl I��Y � r IA"UR CaWARAME r f011,101310i�AN -I��t MNCIPOW T OR SUW1 6 A NUILA _ -1 I Li TTE NEW M STATE MC4131ON LAW. AAO 2 CLEAN CRUSHED �- AEV A WKS AND 6 A aAss_'A' ArsaotEAuaA � rls -f 1 1 I I 11-1 I �_ OR ROUND STONE I1= -I REVISION DATE BY oolww� MINIMS[ UNDISTURBED SUBBGRADE I � flNAL CHECK ADD ftemunONs 5/10/21 ov 00 WRAP STONE WITH NON-WOVEN `-� I y GEOTEXTILE SUCH AS MIRAF1 '� ANNE! s REINFORCED OVERFLOW WEIR 16oN OR EQUAL i r AIMO to ae ] NOT TO SCALE II011011 ff .: oao�TYle TIp Ale wnwaITA>.w x°� Awioiy I I. I I= t=((I ICI UNCOMPACTED EXISTING EARTH .uaa.eNnw alb 3 PURASAYS BATCH REACTOR SYSTEM 9 STONE INFILTRATION TRENCH 7 NOT TO SCALE NOT TO SCALE / DSCgp Wm INSTALLATION GUIDELLNES N IYPCIAL MAIIIIE ANCE aesnIe, • POROUS PAVERS AND ASSDDA7ED SUBBASE SHOULD BE NSfALLED :1 * * iti TOWARD THE END ON 7HE CONSTRUCTION PERIOD. UPSTEAM 77 77 CONSTRUCTION SHOULD BI:COMPLETED AND STABILIZED PRIOR 70 TOP OF EMBANKMENT AGYMR st°sou`E . POROUS PAM ARM SHOULD BE CLEARLY NARKED PRIOR To �F NE`N N E1gtNiE THAT PAVER Ia La EAN OF waenlLY CONSTRUCTION 10 AVOID MY SOG. DISTURBANCE AND COMPACTION C DURING CONSTRUCTION. LIGHT STONE FILLING VARIES AS PER PLAN ENAAiE Tfur AM EA aEtwEEN IAONTffLY A>115" srarals SUBSURFACE!>GSII SUBGR�ADE SMALL NOT SHOULJ) BE BE COMPAATEDC ED TO PROPER D TO ``\ ""-••--'' / 5`-0' MIN. 00IxE THAT THE AnEA Is CLEAN o1- rrONTHLY EXCESSIVE CONSTRICTION E13UPICE7riT PRIOR 10 PLACEMENT OF Q SEll 1111 3 GEOTEXTU AND STONE BID. IF THE AREA HAS BEEN COMPACTED 3 Ill UPLAND AND ADAAMIT All AM S¢m AS NEEDED DUE TO DISTURBANCE AND CONSTRUCTON EQUIPMENT LOADING NOTES: ter•'"•' -� 'O PIPE TYPE AS OW ANES DURING EARLIER STA M OF CONSTRUCTION THE SUBSURFACE + SHALL BE DECOMPACT D UND RESIOfMD EIY T1.L.1NG THE SOIL TO PER PLAN VACULIM SWW PAEMM7LY M KEEP UJWACE TYPICALLY 3 TO 4 TwEs A YEM A DEPTH OF 12 ACHES ELELOW THE BOTTOM OF THE STONE BED O 1VEL/� FM OF sEDpm+Ts WITH A CAT-MOUNTED RIPPER TRACTOR MOUNTED Disc, OR 1, IF UNSTABLE SUBGRADE IS ENCOUNTERED DURING CONSTRUCTION 12' GRAVEL COURSE. WELL GRADED. WELL (� y i ACT THE SWAM PAN DEMMUTIa a ANNUAL TILLER ENGINEER MUST BE NOTIFIED IMMEDIATELY. P' `( R O N O � m SPAUJW PLACE GOOTEXTILE AND SANE BED IMMMAIM-Y UPON APPROVAL COMPACTED. TO CONFORM TO `NYS DOT. ITEM .` F OF SIDE PrREPAw►TTON NO. 304.05 TYPE 4. , 'A� .2 GALVANIZED STEEL OR HOPE IsInIE' FABRK SHALL EXTEND ANTI BE SEED AT LEM 4 FEET 2. SUBGRADE MUST BE PROF-ROLLED PRIOR TO PLACEMENT OF MIN. COMPACTION 95X MODIFIED PROCTOR NON-WOVEN CONTRMClCR TO COORDW'rE OUTSIDE OF BED. THIS EDGE STRIP SHALL REMAIN N PLACE UNTIL. CRUSHED STONE FILTER FABRIC FLARED END SECTION WITH OWNER ON ALL cONnsuuus TO THE DOS ARE STABILIZED AND OR } � PROPEX 701 r n CO _ y OR } = i w EQUAL w 12' CRUSHED STONE COURSE. WELL GRADED. Lu n tu CONCRETE PAVER BY.TECHO BLOCK 'PURE'OR WELL COMPACTED. TO CONFORM TO NYS DOT c!t C? _ EDGE RESTRAINT JOIN ITEM NO. 304.03 TYPE 2. MIN. COMPACTION OA9 <096020 �� 0 n- T' FILL- WASHED EWRAL (TN HOUSE ARC OPEN cot PAVER N F ' REQUIRED STONE " ` WITH MANUFACTURES SPECIFICATION 9 Ic MODIFIED PROCTOR © ESSIONP a BEDDING LAYER:JV WASHED 12w a: STING(z'THLV CAST TOE IN NON-WOVEN FILTER �' :�, ,;; „ : a' �; NON WOVEN GEDTfxnLE CONCRETE FABRIC PROPEX 701 FFOUNDKT10N: SCALE: 9 8. OR EQUAL 3J4' CRUSHED STONE (4' MN) DSF NN�� p WRAP STONE RESERVOIR WITH — WOVEN CONSTRUCTION FABRIC A.O.B.E, N.T.S. ` c • WOVEN GEOTExTaE FABRIC —_ - _— — — -- PROPEY GEOTEXT 315ST OR EQUAL o NOTES: 18 MIN. LIGHT STONE s s N M OD ii _ _ J „ . MIN. 3' SEPARATION TO SUCH AS AMOCO 200ti OR EQUAL —1 1—I I�----�I M1 I]11=1 I M i I��1—����I I W FILLING (ANGULAR 8 x 12 x WIDTH OF F.E.S. 3000 PSI BEDROCK OR GROUNDWATER , ~N�a� f >. 0 17 _ _ 1, ALL FLARED END SECTIONS TO STONE 6'-6' AVG. AIR ENTRAINED CONCRETE TOE RESERVOIR: - — 1 1— 1 1-1 (=1 1 1�1 ) #=1 1— I-1 1-1 1 - WELL COMPACTED SUBGRADE MIN. Q w . .III. .I .1 I . . ( ,i( .. �MI 1 ANCHORED PER MANUFACTURERS SIZE WITH 12 AVG. ANCHOR W/ REBAR (APPLIES ONLY 2-3 CRUSHED STONE (B MIN) COMPACTION 9OX MODIFIED PROCTOR RECOMMENDATIONS DEPTH) FOR HDPE FLARED 'END SECTION) - � SUB �� ATE OF SOL NEEDS TO BE DETFRMNED m S 4 FLARED END _SECTION PERMEAVLE BLOCK PAVER SECTION GRAVEL DRIVEWAY SECTION SHEET TITLE: ] NOT TO SCALE ] NOT TO SCALE 0 NOT TO SCALE I- z DETAILS a g all w to HEFT: m w z W W 7 of 7 z W I GENERAL NOTES: CONCRETE NOTES: GENERAL WOOD NOTES: W 1. THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ACCORDANCE WITH THE STRUCTURAL l. STRUCTURAL CONCRETE WORK SHALL CONFORM TO ALL THE REQUIREMENTS OF ACI 318,"BUILDING CODE REQUIREMENTS FOR 1. WOOD DESIGN IS BASED ON THE AF&PA NDS-01 "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". WOOD FASTENERS NOTES: OF NE REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE WHICH IS THE 2018 INTERNATIONAL STRUCTURAL CONCRETE"IN ITS ENTIRETY. CERTAIN PORTIONS OF THIS SPECIFICATION ARE PRESENTED HERE ONLY FOR CLARIFICATION 1. WOOD COMPONENTS ARE TO BE FASTENED TOGETHER AS INDICATED IN THE FOLLOWING SCHEDULE UNLESS SPECIFICALLY INDICATED BUR yO C ED ,�P ,�ti C4, RESIDENTIAL CODE (I RC),EXCEPT AS AMENDED,ALTERED OR DELETED BY CERTAIN PROVISIONS INDICATED IN THE 2020 AND THE CONTRACTOR'S CONVENIENCE AND ARE NOT INTENDED TO REPLACE OR AMEND THIS SPECIFICATION. 2. STUD BEARING WALLS,SHEAR WALLS,AND ROOF AND FLOOR DECKS SHALL BE FRAMED WITH THE MEMBER SIZES AND/OR TYPES AT THE SPACINGS SHOWN OTHERWISE ON THE PLANS. Q RESIDENTIAL CODE OF NEW YORK STATE. ON PLAN. THE CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL PLUMBING PIPING,HVAC DUCTING AND RECESSED LIGHTING FIXTURES,ETC. PRIOR * C�Q '9� * 2. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS: 2. CONCRETE SHALL BE NORMAL WEIGHT AND DEVELOP A MINIMUM STRENGTH IN 28 DAYS AS FOLLOWS: TO LAYOUT TO MINIMIZE INTERFERENCE THAT MAY REQUIRE THE ALTERING OR STRENGTHENING OF THE INSTALLED FRAMING. BUILDING ELEMENT NAIL SIZE/TYPE NUMBER AND LOCATION >r cc I W LOCATION STRENGTH WATER/CEMENTITIOUS(W/Cm)RATIO 3. ALL WOOD FRAMING IS TO BE STORED ON SITE ABOVE THE GROUND ON "STICKERS"INDOORS OR UNDER TARPS WITH ADEQUATE CLEARANCES TO ALLOW FLOOR LIVE LOADS: AIR CIRCULATION. FLOOR CONSTRUCTION ROOMS OTHER THAN SLEEPING ROOMS 40 PSF FOOTINGS AND WALLS 3000 PSI 0.50 SLEEPING ROOMS 30 PSF INTERIOR SLABS 4000 PSI 0.45 4. WALLS SHALL BE INSTALLED STRAIGHT AND PLUMB, FLOORS SHALL BE INSTALLED LEVEL AT THE PROPER ELEVATION. ROOFS SHALL BE INSTALLED AT THE BUILT UP GIRDER/BEAM 1 Od FOR 1.50"PLIES 2 HORIZ. ROWS(TOP&BOT) �0,p 0851 S6 v� STAIRS 40 PSF EXTERIOR SLABS 4500 PSI 0.40 PITCHES INDICATED ON THE ARCHITECTURAL DRAWINGS. (3 PLIES OR LESS): 16d FOR 1.75"PLIES 12"O.C. DIRECT 9 BALCONIES 60 PSF QFESSIONP DECKS 40 PSF 3. NO ADMIXTURES ARE PERMITTED WITHOUT THE ENGINEERS WRITTEN PERMISSION. CONCRETE EXPOSED TO THE WEATHER,SUCH AS 5. JOISTS AND RAFTERS SHALL BE INSTALLED DIRECTLY OVER BEARING STUDS UNLESS OTHERWISE DETAILED. FLOOR JOISTS TO 1 Od COMMON 4 TOE-NAIL USE OF ARCHITECTS DOCUMENTS THAT USED IN FOUNDATION WALLS,SHALL CONTAIN 6% t 1.5%ENTRAINED AIR. DO NOT USE AIR ENTRAINMENT ADMIXTURES FOR SILL OR GIRDER: ATTIC: INTERIOR SLABS. 6. JOIST THESE DOCUMENTS PREPARED BY THES AND RAFTERS SHALL BE SUPPORTED LATERALLY AT EACH SUPPORT BY FULL DEPTH SOLID BLOCKING 2"IN THICKNESS, EXCEPT WHERE JOISTS ARE RIM/BOX JOIST TO 16d COMMON 3 END DIRECT ARCHITECT ARE INSTRUMENTS OF SERVICE WITH STORAGE,ROOF SLOPE EXCEEDS 3:12 20 PSF 4. SUPPORTED BY A FLUSH HEADER OR NAILED TO A RIM JOIST. WITHOUT STORAGE, ROOF SLOPE 3:12 OR LESS 10 PSF CEMENT SHALL BE TYPE I OR TYPE II AND CONFORM TO ASTM C150. JOIST END: FOR USE SOLELY WITH RESPECT TO THIS PROJECT,AND SHALL REMAIN THE 7. PROVIDE A MINIMUM OF TWO STUDS AT EACH END OF ALL FLUSH FRAMED HEADERS OR BEAM,UNLESS MORE ARE INDICATED ON PLAN. PROVIDE ONE PROPERTY OF THE ARCHITECT. THE ROOF SNOW LOAD: 5. OTHER CEMENTITIOUS MATERIAL SUCH AS FLYASH OR GROUND GRANULATED BLAST-FURNACE SLAG MAY BE BLENDED WITH CEMENT JACKSTUD AND ONE FULL KING STUD AT EACH END OF ALL DROPPED HEADERS OR BEAMS, UNLESS MORE JACK AND KING STUDS ARE INDICATED ON BRIDGING TO JOISTS: 8d COMMON 3 TOE-NAIL OR ARCHITECT SHALL RETAIN ALL COMMON1 Od COMMON 2 DIRE LAW,STATUTORY AND OTHER RESERVED GROUND SNOW LOAD(Pg) 60 PSF FOR USE IN THE CONCRETE MIX. FLYASH SHALL CONFORM TO ASTM C618 AND MAY REPLACE CEMENT IF THE FOLLOWING RANGES PLAN. POSTS SHALL BE SOLIDLY BLOCKED THROUGH ALL INTERVENING FRAMED DECKS DOWN TO SUPPORTING GIRDER/BEAMS OR TOP OF CT RIGHTS INCLUDING THE COPYRIGHT(S).THE FOR THE 2 CLASSES OF FLYASH;CLASS C,20 TO 35%;CLASS F, 15 TO 25%. GROUND GRANULATED BLAST- FURNACE SLAG SHALL FOUNDATION. OWNER SHALL NOT REUSE OR PERMIT THE CONFORM TO ASTM C989 AND MAY NOT EXCEED 50%OF TOTAL WEIGHT OF CEMENTITIOUS MATERIALS. FLOOR TRUSS CHORD 16d COMMON 3 DIRECT REUSE OF THESE DOCUMENTS INCLUDING WIND DESIGN DATA: BASIC WIND SPEED (3-SECOND GUST) 115 MPH TO SILL OR GIRDER: ANY DESIGN&CONSTRUCTION 8. FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH PREFABRICATED GALVANIZED STEEL HANGERS MADE BY SIMPSON STRONG-TIE CO., INC. OR BY DEVELOPMENT,CHANGES OR ALTERATIONS EXPOSURE B 6. COARSE AGGREGATE SHALL BE 3/4"AND CONFORM TO ASTM C33. UNITED STEEL PRODUCTS CO. (USP)OF WIDTH AND DEPTH APPROPRIATE FOR THE SUPPORTED MEMBER. INSTALL WITH THE TYPE AND QUANTITY OF TO THESE DOCUMENTS,WITHOUT THE FASTENERS RECOMMENDED BY THE MANUFACTURER. PREFABRICATED STEEL HANGERS USED IN CONTACT WITH PRESERVATIVE PRESSURE TREATED WOOD BAND JOIST TO 1 Od COMMON 3 DIRECT WRITTEN ACKNOWLEDGEMENT AND 3. ALL STRUCTURAL WORK SHOWN OR SPECIFIED ON THESE DRAWINGS IS SUBJECT TO REVIEW BY THE STRUCTURAL 7. REINFORCING STEEL SHALL CONFORM TO ASTM A615,GRADE 60. SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123 OR STAINLESS STEEL,TYPE 316,OR HAVE A"TRIPLE ZINC" (ASTM G185)COATING. TRUSS END: AUTHORIZATION OF THE ARCHITECT ENGINEER OF RECORD.ASPECTS OF THE WORK FOUND TO BE DEFECTIVE BECAUSE IT DOES NOT MEET THE FASTENERS IN CONTACT WITH PRESERVATIVE PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM Al53 OR REQUIREMENTS SHOWN OR SPECIFIED SHALL BE CORRECTED BY THE CONTRACTOR AT NO EXTRA COST TO THE 8. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WITH A MINIMUM YIELD STRENGTH OF 75 KSI. LAP ONE MESH SIZE AT SIDES AND STAINLESS STEEL,TYPE 316. DO NOT MIX STAINLESS STEEL AND GALVANIZED FASTENERS AND CONNECTORS. EDGE FLOOR TRUSS 16d COMMON 8"O.C. DIRECT INNER AS DIRECTED BY THE ENGINEER.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 24 HOURS IN ENDS,AND WIRE TOGETHER. BOTTOM CHORD TO SILL: BALZER ADVANCE TO ALLOW THE ENGINEER TO SCHEDULE REVIEWS AT THE FOLLOWING TIMES: 9. CONTRACTOR SHALL CHOOSE METAL CONNECTOR(SIMPSON,USP,OR APPROVED EQUAL) BASED ON MEMBER REACTIONS SHOWN ON DING'S AND/OR 9. THE FOLLOWING CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: CONNECTION CONFIGURATION AND PROVIDE PRODUCT DATA TO THE ENGINEER FOR APPROVAL. METAL CONNECTIONS ARE REQUIRED AT FLUSH TUCK A. REVIEW EDGE FLOOR JOIST/ 1 Od COMMON 8"O.C.TOE-NAILB. COMPLETTION OF FOOTING FORM INSTALLATION COVER jINCHES) TRUSS TO SILL:BEARING SOIL FRAMED CONDITIONS, ROOF RAFTER HOLDOWNS,AND POST CAPS AND BASES. C. PRIORPOURING THE FIRST FOUNDATION WALL CONCRETE CAST AGAINST AND 10 STRUCTURAL WOOD FRAMING FLOOR SHEATHING #9 SCREW. USED IN EXTERIOR APPLICATIONS OR IN CONTACT WITH CONCRETE OR MASONRY SHALL BE SOUTHERN YELLOW PINE NO. 6"O.C. EDGE/ from your perspective 12"O.C. FIELD ARCHITECTURE D. COMPLETION OF FIRST FLOOR DECK PERMANENTLY EXPOSED TO EARTH: 3 2 OR BETTER,ACQ(ALKALINE COPPER QUATERNARY)OR CA(COPPER AZOLE) PRESERVATIVE PRESSURE TREATED WOOD WITH A RETENTION APPROPRIATE E. COMPLETION OF SECOND FLOOR DECK FOR END USE. F. COMPLETION OF ROOF FRAMING CONCRETE EXPOSED TO EARTH OR WEATHER: G. FINAL REVIEW OF"PUNCH LIST" #6 THROUGH#18 BARS: 2 11. BUILT-UP MEMBERS OF THREE PLIES OR LESS SHALL HAVE ADJACENT PLIES NAILED TOGETHER WITH TWO ROWS OF NAILS AT 12"O.C. (1 OD COMMON NAILS WALL CONSTRUCTION#5 BAR AND SMALLER: 1 1/2 FOR 1 1/2"PLIES, 12D COMMON NAILS FOR 1 3/4"PLIES). BUILT-UP MEMBERS OF MORE THAN 3 PLIES SHALL BE ASSEMBLED WITH 1/2"DIAMETER THRU 46A aROADwAY snrtAToc,A SPRINGS,NY 4. THIS WORK HAS BEEN DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE CONSTRUCTION HAS BEEN BOLTS AT 16"O.C. STAGGERED UP AND DOWN WITH 2"CLEARANCE AT TOP AND BOTTOM EDGES. STUD TO SOLE PLATE: 8d COMMON 4 TOE-NAIL OR P 518.9t3o.as13 COMPLETED. THE STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS SOLELY THE RESPONSIBILITY OF THE CONCRETE NOT EXPOSED TO WEATHER OR 16d COMMON 2 END DIRECT CONTRACTOR.THIS RESPONSIBILITY EXTENDS TO ALL ASPECTS OF THE CONSTRUCTION ACTIVITY INCLUDING,BUT IN CONTACT WITH GROUND: 12. FLITCH BEAMS ARE TO BE ASSEMBLED WITH 1/2"DIAMETER THRU BOLTS AT 16"O.C.,STAGGERED UP AND DOWN,WITH 2"CLEARANCE AT TOP AND TOP OWNER: BOTI"OM EDGES.ASSEMBLE FLITCH BEAM WITH BOTTOMS OF WOOD PLIES AND STEEL PLATE FLUSH. PROVIDE 3 1/2"X3/8"X3 1/2"STEEL BEARING PLATES AT O PLATE TO STUD: 16d COMMON 2 END DIRECT NOT LIMITED TO,JOBSITE SAFETY, ERECTION METHODS,ERECTION SEQUENCE,TEMPORARY BRACING AND SHORING, SLABS,WALLS,JOISTS: USE OF EQUIPMENT AND SIMILAR CONSTRUCTION PROCEDURES. REVIEW OF CONSTRUCTION BY THE ENGINEER IS #14 AND#18 BARS: 1 1/2 ENDS Phyllis and Chris Abele OF FLITCH BEAMS. RECESS BEARING PLATE INTO TOP PLATE OF WALL AT BEARING WALL SUPPORTS,RECESS BEARING PLATE INTO BOTTOM OF FLITCH DOUBLE STUDS: 1 Od COMMON 14 r FOR CONFORMANCE WITH THE DESIGN ASPECTS ONLY, NOT TO REVIEW THE CONTRACTOR'S CONSTRUCTION #1 1 BAR AND SMALLER: 3/4 PLATE IF SEATED IN PREFABRICATED BEAM HANGER. O 9 O.C. DIRECT Corporate Drive PROCEDURES. LACK OF COMMENT ON THE PART OF THE ENGINEER WITH REGARD TO CONSTRUCTION PROCEDURES BEAMS,COLUMNS- PRIMARY REINFORCEMENT,TIES,STIRRUPS,SPIRALS: 1 1/2 Clifton Park,NY 12065 IS NOT TO BE INTERPRETED AS APPROVAL OF THOSE PROCEDURES. 10. GROUT FOR USE UNDER STEEL PLATES SHALL BE CEMENT-BASED,NON SHRINK,NON-METALLIC GROUT HAVING A MINIMUM 7 DAY 13. EXTERIOR END WALLS OF CATHEDRAL CEILING SPACES SHALL BE FRAMED WITH STUDS RUNNING CONTINUOUSLY(NOT SPLICED)FROM FLOOR TO ROOF. CORNER STUDS: 16d COMMON 16"O.C. DIRECT 518,3739613 5. SHOP DRAWINGS SUBMITTALS TO THE ENGINEER FOR APPROVAL ARE REQUIRED FOR CONCRETE REINFORCING, STRENGTH OF 5,000 PSI SUCH AS FIVE STAR GROUT,MANUFACTURED BY THE U.S. GROUT CORPORATION. DIMENSIC)NED WOOD FRAMING NOTES: SOLE PLATE TO 16d COMMON 8"O.C. DIRECT STRUCTURAL STEEL,PREFABRICATED I-JOISTS,AND PREFABRICATED WOOD ROOF TRUSSES. FABRICATION AND/OR JOIST OR BLOCKING: DELIVERY TO THE SITE OF THESE MATERIALS PRIOR TO RECEIPT OF APPROVAL BY THE ENGINEER IS SOLELY AT THE 11. NO WELDING OF REINFORCING WILL BE PERMITTED. 1. THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED AS FOLLOWS: CONTRACTOR'S OWN RISK. BLOCKING BETWEEN I Od COMMON 2"O.C. TOE-NAIL 12. CONCRETE FORMWORK SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 6,ACI 318. JO STS AND RAFTERS: SOUTHERN PINE, No. 1 JOISTS TO TOP PLATE: 6. SOME DETAILS OF THE WORK MAY BE SHOWN ON THE ARCHITECTURAL DRAWINGS. A CAREFUL REVIEW AND STUDY Fb(BASE) = 1,050 PSI,OF THESE DETAILS ARE NECESSARY BEFORE THE FULL SCOPE OF THE WORK CAN BE COMPREHENDED. 13. FABRICATION AND PLACEMENT OF REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 7,ACI 318. E = 1,600,000 PSI RIM/BOX JOIST TO 16d COMMON 8"O.C.TOE-NAIL 7. DO NOT SCALE DRAWINGS. 14. CONSTRUCTION JOINTS AND EMBEDDED ITEMS,SUCH AS PIPING SLEEVES,SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 6,ACI STUDS: SPRUCE-PINE-FIR, No. 1 /2 TOP PLATE:. 1 . Fb(BASE) = 875 PSI, DOUBLE TOP PLATE: 16d COMMON 16"O.C. DIRECT Consultant Logo FOUNDATION AND EXCAVATION NOTES: 15. THE PRODUCTION OF CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 5 ACI 318. E = 1,400,000 PSI DOUBLE TOP PLATE 16d COMMON 8 DIRECT GENERAL CONTRACTOR: 2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR CONNECTIONS IS BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT THE TIME LAPS AT END JOINTS Abele Builders 1. THE FOUNDATIONS HAVE BEEN DESIGNED TO REST ON VIRGIN, UNDISTURBED SOIL HAVING A PRESUMPTIVE BEARING 16. THE CONVEYANCE,PLACEMENT AND PROTECTION OF THE CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 5,ACI OF INSTALLATION OF 19%OR LESS. (24"MIN. OFFSET): 14 Corporate Drive VALUE OF 1500 PSF.SUCH BEARING STRATA IS ANTICIPATED AT THE BOTTOM OF FOOTING ELEVATIONS NOTED ON 318. MECHANICAL VIBRATORS ARE TO BE USED TO CONSOLIDATE THE FRESHLY CAST CONCRETE AROUND THE REINFORCING AND Clifton Park,NY 12065 THE FOUNDATION PLAN. ALL BEARING STRATA SHALL BE REVIEWED BY THE ENGINEER PRIOR TO PLACING CONCRETE AGAINST FORM SURFACES AND TO PREVENT THE FORMATION OF AIR OR STONE POCKETS,HONEYCOMBING,PITTING OR PLANES OF 3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH"CROWN"UP(I.E. POSITIVE CAMBER)AND WITHIN 1/2"OF STRAIGHT,END-TO-END ALIGNMENT. DOUBLE TOP PLATE 16d COMMON 2 DIRECT 518.373.9613 LAPS AT CORNERS IN ORDER TO VERIFY THE PRESUMPTIVE BEARING VALUE. WEAKNESS. HOWEVER,CARE MUST BE USED TO AVOID OVER VIBRATION THAT CAN LEAD TO AGGREGATE SEGREGATION. SITE/CIVIL ENGINEER:4. SEVERELY DISTORTED(TWISTED,BOWED,CUPPED,CHECKED, ETC.) LUMBER SHALL NOT BE USED. AND IN Environmental Design Partnership 2. WITHIN THE PERIMETER OF THE PROPOSED NEW STRUCTURE STRIP THE GROUND SURFACE OF ALL TOPSOIL.,ORGANIC 17. THE INSTALLATION OF SLABS SHALL CONFORM TO THE REQUIREMENTS OF ACI 302.1 R-04. INTERIOR FINISH SLAB SURFACES ARE TO AND FILL MATERIAL. COMPACT TOP OF REMAINING EXCAVATED SURFACE. HAVE A CLASS A STEEL TROWEL FINISH. SURFACES OF SLABS FORMING THE SUBSTRATE FOR MUD JOBS ARE TO HAVE A CLASS C 5. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR RAFTERS SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT BE HEADER END TO 8d COMMON 2"O.C.TOE-NAIL OR 900 NY-146 SCRATCHED SURFACE. EXTERIOR SLAB SURFACES ARE TO HAVE A CLASS B TOLERANCE WITH THE FINISH AS SPECIFIED ON THE LOCATED IN THE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT EXCEED ONE-FOURTH THE MEMBER DEPTH. BORED HOLES SHALL NOT BE TRIMMER: 1 Od COMMON 3 O.C. DIRECT Clifton Park,NY 12065 3. THE BOTTOM OF EXTERIOR FOOTINGS NOT ON SOLID ROCK SHALL BE AT LEAST 4'-6"BELOW FINISHED GRADE.THE ARCHITECTURAL DRAWINGS. WITHIN 2"OF THE TOP AND BOTTOM OF THE MEMBER AND THEIR DIAMETER SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH. 518.371.7621 SURFACE OF THE SOIL BELOW ALL FOOTINGS SHALL BE MECHANICALLY COMPACTED PRIOR TO SETTING FOOTING APA RATED SHEATHING: 8d COMMON 4"O.C.AT EDGES FORMS. FOOTINGS ON LEDGE SHALL REST ON BROOM CLEAN SOLID ROCK. IF THE SLOPE OF THE ROCK SURFACE 18. THE CURING AND PROTECTION OF CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 5 ACI 318. CONCRETE SLABS SHEATHING PANELS: 8"O.C. OTHER STRUCTURAL ENGINEER: EXCEEDS 1 ON 6,THE FOOTING SHALL BE DOWELED TO THE LEDGE WITH 3/4"DIA.STEEL RODS DRILLED 10 INCHES SHALL BE PROTECTED FROM LOSS OF SURFACE MOISTURE FOR NOT LESS THAN 7 DAYS USING A CURING COMPOUND CONFORMING SCOTT BURLINGAME INTO THE ROCK SURFACE AT 2'-0"O.C. TO ASTM C309 OR CONSTANTLY WETTED BURLAP. IF COLD WEATHER CONCRETING CONDITIONS EXIST AS DEFINED BY A PERIOD OF 1. SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD("OSB"),SHALL CONFORM TO U.S. PRODUCT STANDARD PS-1,AND BEAR THE APA GRADE- GYPSUM SHEATHING: GALV. 11 GA X1.75" 4"O.C.ALONG ALL 900 NY-146 MORE THAN THREE DAYS WHEN THE AVERAGE OUTDOOR TEMPERATURE, (HIGH + LOW)/2, IS LESS THAN 40-F,THE PROCEDURES TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY PLYWOOD SHALL BE USED ON FLOORS. W/7/16"HEAD/ BEARING POINTS Clifton Park,NY 12065 4. DO NOT UNDERMINE EXISTING OR NEWLY PLACED FOUNDATIONS BY EXCAVATING WITHIN A ZONE DIRECTLY BELOW OUTLINED IN ACI 306.1 STANDARD SPECIFICATION FOR"COLD WEATHER CONCRETING"SHALL BE UTILIZED. CURING COMPOUNDS 518.724,0733 THESE FOUNDATIONS AND EXTENDING DOWN AND OUTWARDS AT A 45°ANGLE. SHALL BE COMPATIBLE WITH ANY INTENDED FLOORING OVERLAY. DO NOT INSTALL FINISH FLOORING UNTIL SLAB HAS ADEQUATELY 2. SHEATHING PANELS FOR FLOORS, ROOF,AND WALLS SHALL BE APA RATED SHEATHING,EXPOSURE 1,WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE 5. PROTECT ALL SOIL UNDER FOUNDATIONS FROM FREEZING DURING CONSTRUCTION. DO NOT POUR CONCRETE ON ROOF&CEILING CONSTRUCTION DRIED PER THE FLOORING MANUFACTURER'S SPECIFICATIONS. ARCHITECTURAL PLANS FOR THICKNESS. FROZEN SOIL. 19. THE FOLLOWING SUBMITTALS ARE TO BE MADE TO AND APPROVED BY SB ENGINEERING, PLLC PRIOR TO COMMENCING ANY WORK: 3. SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR ACROSS TO SUPPORTS AND CONTINUOUS OVER TWO OR CEILING JOIST 16d COMMON 4 TOE-NAIL 6. IF STANDING WATER IS PRESENT IN THE FOOTING EXCAVATION,A 4 TO 6 INCH THICK LAYER OF 3/4"CRUSHED STONE A. CONCRETE DESIGN MIX FOR EACH STRENGTH OF CONCRETE REQUIRED ATTESTING THAT THE MIXES CAN ATTAIN THE MINIMUM MORE SPANS. TO TOP PLATE: SHALL BE COMPACTED INTO THE BOTTOM OF THE EXCAVATION AND DEWATERING METHODS SHALL BE USED THAT REQUIRED STRENGTHS IN ACCORDANCE WITH CHAPTER 3 OF ACI-301-05. 4. FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH CONSTRUCTION ADHESIVE SUCH AS PL200,LAID IN A CONTINUOUS 1/4"WIDE BEAD CEILING JOISTS LAPS 1 Od COMMON 4 DIRECT WILL NOT UNDERMINE THE BEARING OF THE NEW FOOTINGS. ALONG THE MEMBER LENGTH. (OVER PARTITION): B. CERTIFICATES OF COMPLIANCE FOR CEMENT,AGGREGATES,AND ADDITIVES. 7. IN AREAS REQUIRING FILL,THE FILL MATERIAL SHALL BE A UNIFORMLY GRADED MIXTURE OF SAND AND GRAVEL 5. AT DESIGNATED SHEAR WALLS,HORIZONTAL EDGES OF WALL SHEATHING SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE BACKING CEILING JOISTS 1 Od COMMON 5 DIRECT WEIGHING NO LESS THAN 120 PCF DRY DENSITY AFTER COMPACTION IN PLACE. THIS MIXTURE SHALL BE UNIFORMLY C. SHOP DRAWINGS WITH PLANS,ELEVATIONS,SECTIONS AND BENDING SCHEDULES INDICATING ALL REINFORCING AND FOR SPECIFIED PANEL EDGE NAILING. TO RAFTER: GRADED HAVING NO STONE GREATER THAN 3"IN ANY ONE DIMENSION,AND WITH LESS THAN 10%,BY WEIGHT, ACCESSORIES NEEDED IN ADDITION TO ALL PROPOSED CONSTRUCTION JOINTS LOCATIONS. PASSING A#200 SIEVE. THE FILL SHALL BE PLACED IN THIN LIFTS BEFORE COMPACTION. EACH LIFT SHALL BE LAMINATED VENEER LUMBER(LVL)AND PARALLEL STRAND LUMBER(PP5LL)NOTES: COLLAR TIE 1 Od COMMON 5 DIRECT COMPACTED WITH APPROPRIATE EQUIPMENT TO A MINIMUM OF 95%OF ITS MAXIMUM DENSITY AT OR NEAR FABRICATION AND/OR DELIVERY TO THE SITE OF THESE MATERIALS PRIOR TO RECEIPT OF AND APPROVAL OF THESE SUBMITTALS IS AT THE TO RAFTER: OPTIMUM MOISTURE. A SOILS TESTING LAB,HIRED BY THE OWNER,SHALL TEST THE MATERIAL BEFORE AND AFTER CONTRACTOR'S OWN RISK. 1. LAMINATED VENEER LUMBER(LVL)SHALL BE"MICRO-LAM"AS MANUFACTURED BY WEYERHAEUSER,"VERSA-LAM LAM"AS MANUFACTURED BY BOISE CASCADE COMPACTION FOR CONFORMANCE WITH THIS SPECIFICATION. NO LIFTS SHALL BE PLACED WHEN WEATHER OR"SOLIDSTART"AS MANUFACTURED BY THE LOUISIANA PACIFIC CORPORATION. LAMINATED STRAND LUMBER(LSL)SHALL BE"TIMBERSTRAND"AS ROOF RAFTER 1 Od COMMON 4 TOE-NAIL CONDITIONS ARE SUCH THAT THE MOISTURE CONTENT OF THE FILL CANNOT BE PROPERLY CONTROLLED. STRUCTURAL STEEL NOTES: MAN JFACTURED BY WEYERHAEUSER. PARALLEL STRAND LUMBER(PSL)SHALL BE"PARALLAM"AS MANUFACTURED BY WEYERHAEUSER. TO TOP PLATE: 8. IN PLACING AND COMPACTING FILL AND BACKFILL MATERIAL,DO NOT DAMAGE NOR DISPLACE CONCRETE WORK 1. DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE"SPECIFICATION FOR STRUCTURAL STEEL FOR 2. MINIMUM LVL AND PSL ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS SHALL BE AS FOLLOWS: ROOF RAFTER 16d COMMON 4 TOE-NAIL OR ALREADY IN PLACE BY CONTACT FROM COMPACTION MACHINERY,BY SUBJECTING IT TO OVERTURNING FROM BUILDINGS"AS ADOPTED IN JUNE 2010. TO RIDGE: 16d COMMON 3 END DIRECT HEAVY COMPACTING LOADINGS,OR ANY OTHER CAUSE. AT FROST WALLS BRING FILL AGAINST SUCH CONCRETE AT Fb = 2600 PSI THE SAME RATE AS THE REMAINDER OF FILL,COMPACTING UNIFORMLY ON BOTH SIDES USING HAND OPERATED 2. MATERIALS: Fc = 2510 PSI (PARALLEL TO GRAIN) VALLEY/HIP RAFTER 16d COMMON 2"O.C. TOE-NAIL OR TAMPERS. IN BASEMENT AND CRAWL SPACE AREAS DO NOT BACKFILL AGAINST WALLS UNTIL THE FLOOR OR ROOF WIDE FLANGE SHAPES ASTM A992,GRADE 50 Fc = 750 PSI (PERPENDICULAR TO GRAIN) TO RIDGE,HEADER 16d COMMON 3"O.C. END DIRECT DECK BEARING ON THE WALLS HAS BEEN INSTALLED AND FULLY ATTACHED TO THE TOP OF THE FOUNDATION. AMERICAN STANDARD SHAPES,ANGLES, Fv = 285 PSI OR TRIMMER: PLATES AND BARS ASTM A36 E 1,900,000 PSI A B E L E GUEST 9. THE SLAB ON GRADE SUB-BASE SHALL BE CRUSHED STONE PASSING A 2"SIEVE AND RETAINED ON A 1/4"SIEVE. STRUCTURAL STEEL TUBING,SQUARE ASTM A500,GRADE B(Fy=46 KSI) JACK RAFTER 1 Od COMMON 3 TOE-NAIL OR STRUCTURAL STEEL TUBING, ROUND ASTM A500,GRADE B(Fy=42 KSI) 3. ANY OF THESE MATERIALS MAY BE USED INTERCHANGEABLY FOR MEMBERS THAT ARE NOTED ON PLAN SINGULARLY AS LVL. MEMBER SIZES SHOWN ON TO HIP: 16d COMMON 2 END DIRECT COTTAGE 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LIMITING POURS TO MINIMIZE SHRINKAGE CRACKING. IN GENERAL, BOLTS ASTM A325 PLAN (WIDTH X DEPTH)MAY BE CONSTRUCTED OF MULTIPLE PLIES OF THE SPECIFIED DEPTH,FASTENED TOGETHER BY NAILING OR BOLTING AS REQUIRED.WALLS SHALL NOT BE POURED IN CONTINUOUS LENGTHS EXCEEDING 30 FEET AND SLABS NOT EXCEEDING 20 FEET ANCHOR BOLTS ASTM F1554 MEMBERBLOCKING BETWEEN 1 Od SIZES FOLLOWED ONLY BY PSL MUST BE INSTALLED AS A SOLID MEMBER, NOT BUILT-UP. COMMON 2"O.C.TOE-NAIL WITHOUT CONTROL JOINTS. THE LOCATION AND CONFIGURATION OF JOINTS EXPOSED TO VIEW SHALL BE WELDING ELECTRODE ASTM E70XX, LOW HYDROGEN RAFTERS TO TOP PLATE: COORDINATED WITH THE ARCHITECT. SHEAR CONNECTORS 3/4"DIA.ASTM A108 4. MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. ASSEMBLY POINT ROAD ROOF SHEATHING: 8d COMMON 6"O.C. EDGES 11. MINIMUM ANCHOR BOLT REQUIREMENTS FOR ATTACHMENT OF SUPERSTRUCTURE TO FOUNDATION SHALL BE AS 3. ALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY'S AWS D1.1 "STRUCTURAL WELDING CODE-STEEL"CODE FOR ARC AND COMPOSITE WOOD"I"-JOISTS NOTES: 10"O.C. OTHER FOLLOWS: GAS WELDING AND BE PERFORMED BY A CERTIFIED WELDER IN ACCORDANCE WITH A.W.S. STANDARDS. No. Description I Date 1. I-JOISTS SHALL BE MANUFACTURED OF LAMINATED VENEER LUMBER TOP AND BOTTOM FLANGES AND ORIENTED STRAND BOARD WEBS BONDED CRAWL SPACES,SLABS ON GRADE: 1/2"DIA.AT 6'-0"O.C. MAX SPACING 4. BEAM SHEAR AND MOMENT REACTIONS ARE INDICATED ON THE PLANS REFER TO THE TYPICAL BEAM LEGEND FOR REACTION AND TOGETHER WITH AN EXTERIOR ADHESIVE. APPROVED MANUFACTURERS ARE WEYERHAEUSER TRUS JOIST('TJI"JOISTS), BOISE CASCADE "BCI"JOISTS AND 2. NAILS AND SPIKES SPECIFIED ON PLAN SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN FEDERAL SPECIFICATIONS FF-N-1 OSB AND AS FULL HEIGHT BASEMENT: 1/2"DIA.AT 4'-0"O.C. MAX SPACING MOMENT DESIGNATIONS. ) ( ) NOTED IN THE TABLE BELOW: LOUCiIANA PACIFIC("LPL"JOISTS). 12. EMBED ANCHOR BOLTS A MINIMUM OF 15"INTO MASONRY, 7"INTO CAST CONCRETE. INSTALL BOLTS WITHIN 12" 5, CONNECTIONS NOT SHOWN ARE TO BE DETAILED BY THE FABRICATOR FOR THE SHEAR AND MOMENT REACTIONS SHOWN ON THE 2. JOISTS SIZES ARE INDICATED AS'TJI'JOIST DESIGNATIONS ON PLAN. TYPE PENNYWEIGHT OF CORNERS ON ALL EXTERIOR WALLS. ANCHOR BOLTS ARE TO BE PLACED WITHIN P-0"OF ALL ENDS OF SILL PLATES. PLAN (OR 6 KIPS MINIMUM),IN ACCORDANCE WITH A.I.S.0 SPECIFICATION REFERRED TO IN NOTE NO.I ABOVE. DETAILS OF ALL ALL SILL PIECES SHALL HAVE A MINIMUM OF TWO ANCHOR BOLTS. CONNECTIONS MUST BE SHOWN ON THE SHOP DRAWINGS. MINIMUM CONNECTION ANGLE THICKNESS SHALL BE 5/16". I-JOIST MANUFACTURERS SERIES DESIGNATIONS ed 10d 12d 16d 20d 13. SIZES AND LOCATIONS OF ALL REQUIRED EMBEDDED ITEMS FOR ALL TRADES SUCH AS ANCHOR BOLTS,PIPING 6. SUBMIT ERECTION PLANS AND PIECE DETAIL SHOP DRAWINGS WHERE STEEL-TO-STEEL CONNECTIONS ARE REQUIRED. WIDTH(IN) TJI BCI LPI DEPTHS(IN) SHANK DIAMETER 0.131' 0.148" 0.148" 0.162' 0.192' SLEEVES, HOLDOWN ANCHORS, ETC. SHALL BE COORDINATED BY THE GENERAL CONTRACTOR WITH OTHER TRADES. 1-3/4" 110 4500s 20PIus 9-1/2, 11-7/8 COMMON 7. STEEL SHALL BE ERECTED TO A TOLERANCE OF NOT MORE THAN 1/4"IN 10 FEET OUT-OF PLUMB,NOR 1/8"FROM THE REQUIRED 2-1/16" 210 5000s 32PIus 9-1/2, 11-7/8, 14 LENGTH 2.50 3.00° 3.25' 3.so 4.00^ 14. INVERTS OF FOOTING DRAIN, IF REQUIRED,ARE TO BE SET A MINIMUM OF 2"ABOVE THE BOTTOM OF ADJACENT ELEVATION. 2-1/4"(MIN) 230/360 60s 36 1 1-7/8, 14 FOOTINGS. 3-1/2" 560 90S 56 11-7/8, 14, 16 HEAD DIAMETER 0.281" 0.312" 0.312" 0.344' 0.406^ PROGRESS: 8. ALL STRUCTURAL STEEL BEAMS AND COLUMNS ADJACENT TO MASONRY SHALL HAVE 1 1/2"X1/8"STRAP ANCHORS AT 2'-8"O.C. 15. KEEP FOUNDATION EXCAVATIONS FREE FROM WATER AT ALL TIMES. SELECTED JOIST SIZES HAVE BEEN DESIGNED WITH WEYERHAEUSER TRUS JOIST SOFTWARE FOR A TJ-PRO" RATING OF 50 OR HIGHER. IF JOISTS 9. UNLESS OTHERWISE NOTED,FOR LINTELS OVER DOORS,WINDOWS, DUCTS,AND MISCELLANEOUS OPENINGS USE FOR EACH 4"OF OTHER THAN TJI 'S ARE USED THEY SHALL HAVE SIMILAR DEMONSTRATED PERFORMANCE. PNEUMATIC OR ELECTRIC POWERED HAMMERS TYPICALLY UTILIZE LIGHTER GAGE FASTENERS AND NORMALLY REQUIRE ADDITIONAL 16. USE LEAN CONCRETE (fc = 1500 PSI)OR CONTROLLED COMPACTED FILL FOR OVER-EXCAVATION OF FOOTINGS. WALL: FASTENERS TO BE INSTALLED. FASTENER SPECIFICATIONS MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION IF Project Number 21031 3. I-JOINTS ARE TO BE HANDLED IN THE UPRIGHT POSITION. DO NOT WALK ON JOISTS UNTIL MANUFACTURER'S RECOMMENDED TEMPORARY TOP FLANGE POWERED HAMMERS ARE TO BE USED, 17. WHERE FOOTINGS ARE IN CLOSE PROXIMITY OF SUB-SURFACE PIPING, BOTTOM OF FOOTINGS SHALL BE AT LEAST 8" 3 1/2"X3-1/2"X5/16 (6"BEARING) FOR M.O.S UP TO 3'-6" BRACING OR PERMANENT SHEATHING IS INSTALLED. I-JOISTS ARE TO BE STORED ON SITE ABOVE THE GROUND ON "STICKERS"UNDER TARPS WITH BELOW ELEVATION OF PIPING, UNLESS OTHERWISE SHOWN ON THE DRAWINGS. 3 1/2"X4"X5/16"(6"BEARING)FOR M.O.S UP TO 5'-0" ADEQUATE CLEARANCES TO ALLOW AIR CIRCULATION. 3. BOLTS SHALL CONFORM TO ASTM A307 OR ASTM A36. Drawn by SIB LAG AND WOOD SCREWS SHALL CONFORM TO ANSI/ASME STANDARD 3 1/2"X5"X5/16"(8"BEARING) FOR M.O.S UP TO 6'-9" 4. D 1318.6.1-19.81. 18. EXISTING UTILITIES: LOCATE EXISTING UNDERGROUND UTILITIES IN AREAS OF EXCAVATION WORK. PROVIDE 4. JOISTS OF THE PROPER SIZE ARE TO BE INSTALLED AT THE SPACINGS INDICATED ON THE DRAWINGS USING THE MANUFACTURER'S RECOMMENDED DETAILS ADEQUATE MEANS OF SUPPORT AND PROTECTION DURING EARTHWORK OPERATIONS. LINTELS SUPPORTING EXTERIOR WYTHES ARE TO BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A-123. UNLESS OTHERWISE NOTED ON PLANS. Checked by SIB 5. ALL FASTENERS USED IN CONTACT WITH PRESERVATIVE PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH BELL SHAPED FOOTINGS/PIERS: 10. CERTIFICATES OF COMPLIANCE ARE REQUIRED TO BE SUBMITTED TO THE ENGINEER FOR STRUCTURAL STEEL, BOLTS,NUTS,WASHERS, 5. RIM JOISTS/BOX NAILERS ARE TO BE 1-1/4"MINIMUM THICK RIM BOARD MEMBERS MATCHING THE JOIST DEPTH MADE OF OSB OR LVL MATERIAL,SUCH AS ASTM Al 53 OR STAINLESS STEEL,TYPE 316. DO NOT MIX STAINLESS STEEL AND GALVANIZED FASTENERS AND CONNECTORS. Date 06.17.21 l. BELL SHAPED FOOTINGS/PIERS ARE MONOLITHIC CAST-IN-PLACE CONCRETE FOOTINGS AND PIERS USED TO AND WELD FILLER MATERIAL PRIOR TO THE FABRICATION OF ANY STEEL. "TIMBERSTRAND"MANUFACTURED BY WEYERHAEUSER TRUS JOIST,"FIBERSTONG"MANUFACTURED BY GEORGIA PACIFIC OR"INNER SEAL"BY LOUISIANA 6. BORED LEAD HOLES FOR FASTENERS SHALL BE AS FOLLOWS:SUPPORT ISOLATED POSTS OR BEAMS SUPPORTING ELEVATED STRUCTURES SUCH AS DECKS AND PORCHES. BELL 11. ALL FIELD WELDING IS TO BE VISUAL INSPECTED BY AN A.W.S. CERTIFIED WELD INSPECTOR. REPORTS ARE TO BE SENT TO THE ARCHITECT, PACIFIC. SHAPED FOOTINGS/PIERS(SUCH AS THOSE MANUFACTURED BY"BIGFOOT SYSTEMS")SHALL CONSIST OF A BELL ENGINEER,AND OWNER IN A TIMELY MANNER. 6. DO N OT CUT OR NOTCH FLANGES. WEBS OPENING MAY BE CUT ONLY AS RECOMMENDED IN THE MANUFACTURER'S LITERATURE AND THEN ONLY AFTER A. NAIL AND SPIKE LEAD HOLES ARE NOT REQUIRED UNLESS TO PREVENT SPLITTING OF WOOD. IF REQUIRED, LEAD HOLE DIAMETER SHALL SHAPED FOOTING FORM TO BE MANUFACTURED OF HIGH DENSITY POLYETHYLENE (HDPE)USED IN CONJUNCTION CONSULTATION WITH THE ENGINEER. DO NOT BEVEL CUT THE TOP END OF THE JOIST BEYOND THE EDGE OF BEARING. NOT EXCEED 75%OF NAIL/SPIKE DIAMETER. WITH FIBRE,SPIRALLY WOUND,CONSTRUCTION TUBES. BELL SHAPED FOOTING FORMS SHALL HAVE ADEQUATE 12. ALL STEEL MEMBERS AND BOLTING EXPOSED TO WEATHER SHALL BE CLEANED IN ACCORDANCE WITH THE STEEL STRUCTURES PAINTING STRENGTH TO RESIST DISTORTION OF THE FORM FROM THE PRESSURE OF THE BACKFILL AND POURED CONCRETE. COUNCIL SPECIFICATION SP-6 FOR COMMERCIAL BLAST CLEANED AND HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A 123 7. PROVIDE SINGLE"SQUASH BLOCKS"UNDER BEARINGB. WOOD SCREWS- LEAD HOLE DIAMETER EQUALS 7/8 OF UNTHREADED SHANK WALLS FROM ABOVE NAILED TO THE JOIST FLANGES MATCH THE DIMENSIONS OF THE SUPPORTING DIAMETER IN CONNECTED WOOD.PART AND 7/8 OF THE SLOPED SIDES SHALL HAVE VENT HOLES TO ALLOW TRAPPED AIR TO ESCAPE. AND ASTM A 153.MINIMUM ACCEPTABLE ZINC COATING WEIGHT SHALL BE 2 OZ./SQ. FT.SEE ARCHITECTURAL SPECIFICATIONS FOR STUD BELOW."SQUASH BLOCKS"ARE TO BE CUT 1/16"LONGER THAN DEPTH OF JOIST AND ARE TO BE INSTALLED WITH GRAIN VERTICAL. DIAMETER AT ROOT OF THREAD IN WOOD RECEIVING THREAD. FINISHED PAINT IF REQUIRED. GENERAL � A1O�Cc 2. FOOTING/PIER SIZES ARE INDICATED GENERICALLY ON PLAN AS THE DIAMETER AT THE BASE OF THE BELL SHAPED 8. DOUBLED I-JOISTS ACTING AS HEADER AND TRIMMER BEAMS ARE TO BE CONSTRUCTED WITH SOLID FILLER BLOCKING NAILED BETWEEN THE JOIST WEBS. C. LAG SCREWS - LEAD HOLE DIAMETER EQUALS SHANK DIAMETER FOR EXTENT OF UNTHREADED SHANK,AND 60%OF SHANK DIAMETER FOR G G I V ER 1 NOTES ES FOOTING/PIER. THE DIAMETER OF THE TOP OF THE BELL SHAPED FOOTING SHALL MATCH THE DIAMETER OF THE 13. PROVIDE BITUMASTIC PROTECTION COATING FOR ALL STRUCTURAL STEEL BELOW GRADE. FILLER.BLOCKING SHALL BE A COMBINATION OF PLYWOOD AND/OR 2X DIMENSIONED LUMBER OF NET WIDTH EQUAL TO THE JOIST FLANGE WIDTH THREADED PORTION OF SHANK. CONSTRUCTION TUBE. CONSTRUCTION TUBE SIZES ARE INDICATED ON PLAN AS THE INSIDE DIAMETER OF THE MINUS 3/8"AND A DEPTH OF JOIST DEPTH MINUS 3-1/2". INSTALL BLOCKING FOR FULL LENGTH IN HEADER BEAMS AND 2-0"TO EACH SIDE OF D. T CONSTRUCTION TUBE. 14. SPLIT CANTILEVERS FOR STEEL BEAMS SHALL BE DESIGNED FOR THE FULL MOMENT CAPACITY OF THE BEAM UNLESS OTHERWISE NOTED, SUPPORTED HEADER IN TRIMMER BEAMS WITH 1/8"CLEAR BETWEEN TOP AND BOTTOM EDGES OF FILLER AND JOIST FLANGES. HAMMER NAILS THRU NEAR HRU BOLTS- LEAD HOLE DIAMETER 1/32"TO 1/16 LARGER THAN NOMINAL BOLT DIAMETER. WEB, FILLER AND FAR WEB THEN CLINCH NAIL WITH 2 ROWS OF 1 OD COMMON NAILS AT 4"O.C.. BUILD OUT WEB OF JOIST SUPPORTING JOIST HANGERS 3. THE BOTTOM OF EXCAVATION FOR BELL SHAPED FOOTING SYSTEMS SHALL BE PREPARED AS PER THE"FOUNDATION 15. PROVIDE 9/16"HOLES FOR WOOD NAILERS AS REQUIRED BY ARCHITECTURAL DRAWINGS. FOR BEAMS SUPPORTING WOOD FRAMING AT FLUSH WITH FLANGES WITH MULTIPLE LAYERS OF PLYWOOD AS REQUIRED, 7. INSERT THREADED SCREW TYPE FASTENERS BY TURNING WITH SCREWDRIVER OR WRENCH. DO NOT DRIVE BY HAMMERING. FACILITATE AND EXCAVATION NOTES"ON THIS SHEET. TOP FLANGE,PROVIDE 2X WOOD NAILERS FASTENED TO TOP FLANGE WITH (2)-ROWS OF 1/2"DIA.A307 BOLTS AT 2'-0"O.C. INSTALLATION BY PLACING SOAP OR OTHER LUBRICANT ON THREADS. 9. INSTALL JOIST WEB STIFFENERS WHERE INDICATED ON PLAN ON BOTH SIDES OF WEB WITH (2)-1 Od CLINCHED NAILS SET 2"IN FROM TOP OR BOTTOM OF 4. BELL SHAPED FOOTINGS/PIERS OF THE PROPER SIZE,WITH A SINGLE#5 REBAR CENTERED ON THE FOOTING/PIER 16. BENT BEAMS ARE DEFINED AS BEAMS HAVING ITS FULL SECTION PROPERTIES THROUGHOUT ITS LENGTH,INCLUDING AT THE BENT. STIFFENER. " " 8. PROVIDE STANDARD ROUND WASHER S UNDER THE HEADS OF ALL THRU BOLTS AND LAG SCREWS AND UNDER ALL NUTS UNLESS OTHERWISE UNLESS OTHERWISE SPECIFIED ON PLAN,ARE TO BE INSTALLED PLUMB AND LEVEL AT THE LOCATIONS SHOWN ON THE PROVIDE FULL PENETRATION WELDS AT ALL JOINTS. HEIGHT MINUS 1/8". STIFFENERS TO BE SET TIGHT TO TOP OF BOTTOM FLANGE AT JOIST SUPPORTS AND TIGHT TO UNDERSIDE OF TOP FLANGE WHEN INDICATED ON THE PLANS. TIGHTEN FASTENERS WITHOUT CRUSHING WOOD FIBERS UNDER WASHERS. DRAWINGS USING THE MANUFACTURER'S RECOMMENDED DETAILS UNLESS OTHERWISE NOTED ON PLANS. SUPPORTING WALLS OR POSTS FROM ABOVE,WITHIN THE JOIST CLEAR SPAN. S001 17. STEEL SURFACES TO RECEIVE FIELD WELDS SHALL BE THOROUGHLY CLEANED AND FREE FROM PAINT, RUST, GREASE, ETC, 7/30/2021 9:15:51 AM 0f NE�V Y �r,BuRt 0,p ol 25 - 0" 21' - b" 13' - 81/21, r m o[ I W 8' - 0" 11' - 0" 2 2 lo 4 1 4A 085186 ��C? v 5201 5200 9OFESSIONP USE OF ARCHITECTS DOCUMENTS: (320' - 0"1 — _ _ _ _ _ _ _ THESE DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE e•° - ,' •• - ,;p ° - - FOR USE SOLELY WITH RESPECT TO THIS PROJECT,AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.— — — — — — — — — — — — — : I ARCHITECTH R AL RETAIN ALL COMMON r — LAW,STATUTORY AND OTHER RESERVED RIGHTS° I I I R SHALL ID d OWNER REUSE OR PERMIT HE REUSE OF THESE DOCUMENTS INCLUDING ANY DESIGN&CONSTRUCTION DEVELOPMENT,CHANGES R ALTERATIONS TO THESE DOCUMENTS,WITHOUT THE 1 WRITTEN ACKNOWLEDGEMENT AND • I I I AUTHORIZATION OF THE ARCHITECT •e e — ' -.a'..• I BALZER ' UNEXGAVATED / COMPACTED I a_, O o I o STRUCTURAL FILL I TUC, 9 e N from your perspective N I I ARCHITECTURE 51m 468 BROADWA T A SPRINGS.NY �518380,9818 " I 5200 OWNER: Phyllis and Chris Abele • I I I 14 Corporate Drive 2 I Clifton Park,NY 12065 518.3739613 5200 I L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ j320, - 011 J ° IT r- - - - - - - - - - - - - - - - - - - - - - - - - -I d I1' - 4" 2 3 I e 201 ' 3 20' - 0" 5201 20' - 0" Consultant Logo - 5200 r — 1 GENERAL CONTRACTOR ' •A,_ I —�I I - I I L — — — — — — — J Abele Builders U I I I - d ( Clifton Park,NY rive D1 518.373.9613 I I 3" DIA. I I 4 I ° r — — — — — — — -1 SITE/CIVIL ENGINEER: TD. PIPE 20' - 6" 00L. 5200 L_ J L J � Environmental Design Partnership - - I ( I FF4.0 F4.01 F 20' 0" d O in 900 NY-146 J a I I _ _ _ J L _ _ _ _ _ J L Clifton Park,NY 12065 r ( II I I - - - - - - - — � 518,371.7621 G.J. I' I G.J. _ _ - - �° - °: ', • e-.-a - . _ - - , . ':a - , - - ..- •, _ d , STRUCTURAL ENGINEER J SCOTT BURLINGAME a I F3.0 I I 900 NY-146 Clifton Park,NY 12065 518.724,0733 1 3" VIA. 3" VIA. 5 I p• I Sim Sim - I CTV. FIFE /"-\ , TV. PIPE �\ TO. PIPE I 4 5 I COL. 20 - b' COL, �320 - 6 COL. /�� 3" DIA' 5200 I ` ° 5200 20' - 6' - -� - ---T�- 20' - b" TV. PIPE I 5200 I I I I I I I COL. I I 20' - 0° i L _ ,- '9 4 ( G.J. I I G.J. F3.0 O Sim a". I _: - - - - - - - - - - - � - - --I- - -- - - - - - - - 5200 � � _; _ _ .t I I I I � _ - _ F3.0 L - _ - - J t- - - - - J I cOv 5200 F4.0 F4.0 I �r 1 , - - - - J ., 14" CONCRETE SLAB ON GRADE O O I I I 1 N/ bxb-W2.1xN2.1 WWF ' �: ° ABELE GUEST h •g - L � � 5201 I I �,- _ _ I COTTAGE -.e •Pa- I J :_e L _ _ _ _ e ` ASSEMBLY POINT ROAD 5iml I I _ J 5 Sim 3 No. I Description I Date 5200 L - - - - - - - - - - -- - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � o O - - — - - - - - - - - O - - - - -- - - - - - - - Sim 4 FOUNDATION PLAN 5200 ,� PROGRESS 1/4" = 1'-0" 4' - 0-121' - 8" 5200 43' - 4" 1. DO NOT 5GALE THIS DRAWING. SEE ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND ELEVATIONS. Project Number 21031 2. TOP OF FIRST FLOOR 5HEATHING ELEVATION = DATUM ELEVATION XXX'-X". Drawn by Sg 3. INDICATES APPROXIMATE BOTTOM OF FOOTING ELEVATION. FOOTINGS SHALL BEAR ON VIRGIN, UNDISTURBED SOIL. Do NOT UNDERMINE EXI5TING, ADJACENT FOOTINGS WHEN PLACING NEW Checked by gg FOUNDATIONS. SEE SHEET 5001 FOR ADDITIONAL REQUIREMENTS. Date 06,17.21 4. FLOOR CONSTRUCTION: 4" CONCRETE SLAB ON GRADE N/ b x 6-N2.1 x N2.1 NWF ON VAPOR BARRIER ON COMPACTED SUBBASE. 5. 'F3.0' INDIGATE5 V-0" x V-0" x 1'-0" CONCRETE FOOTING WITH (3)-#4 BARS EA. NAY BOTTOM. b. 74.0' INDIGATE5 4'-0" x 4'-0" x 1'-0" CONCRETE FOOTING WITH (4)-#4 BARS EA. WAY BOTTOM. 1. 'G.J.' INDIGATE5 CONSTRUCTION / CONTROL JOINT, SEE DETAIL ON 5400. FOUNDATION 8. SEE DRAWING 5001 FOR GENERAL NOTES AND MATERIAL SPECIFICATIONS, DRAWING 5200 FOR FOUNDATION SECTIONS AND PLAN DETAILS, AND DRAWING 5400 FOR TYPICAL DETAILS. S100 7/302021 9:15:52 AM OF NEW 4 �ti BUR YU 201 323' 113/4° y T.0. 5HELF 0 co °C w m I 2 ;014 085186 �?C? v 90FESSto 1526' - 11 3/4" 554X4X3/8 T.O. WALL USE OF ARCHITECTS DOCUMENTS: THESE DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS 5" GONG. SLAB ON GRADE PROJECT,AND SHALL REMAIN THE W/ 6x6-W2.1 i W2.1 WWF PROPERTY OF THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON° LAW,STATUTORY AND OTHER RESERVED oL 323' - 11 1/4" T.O. WALL EL. = 325'-3 1/2" ' INCLUDINGRIGHTS OWN RSHALLLNOTRE SO OR PERMIT THE v ' PYRIGHT(S).THE 323 - 11 3/4' T.O. SHELF AT O.H. DOOR REUSANNY DESIGN E OF THESE D&CONSTRUCTION OCUMENTS DING T.O. SHELF DEVELOPMENT,CHANGES OR ALTERATIONS G.J. G.J. TO THESE DOCUMENTS,WITHOUT THE — — - - — - - - - - - — WRITTEN ACKNOWLEDGEMENT AND � AUTHORIZATION OF THE ARCHITECT 326 - 11 3/4" T.O. WALL BALZER SEE TYPICAL FOUNDATION WALL I Sim AT OVERHEAD DOOR DETAIL ' 5200 E�1 TUCK from your perspective ARCHITECTURE 554X4X3/S 2 326 - 11 314"rik 468 BROADWA�sib SRATOGA SPRINGS,NY 5200 T.O. WALL OWNER: I Phyllis and Chris Abele 14 Corporate rive 1 Clifton Park,NYD12 1 065 3/4" 323' - 11 3/4° 518.3739613 Sim I 3 i i T.O. SHELF T.O. SHELF 3 323' - 11 3/4" 5200 y; i 3 2 5201 T.O. --� I 5200 5201 323' - 11 5/4" TJIS 250 - 14 ® 1' - 4" TJI® 230 - 14 @ 1' - 4" .. —F: T.O. SHELF 326' - 11 3/4" 326' - 11 5/4 In, I b T.O. WALL T.O. WALL i 326' - 11 3/4" 4" GONG. SLAB ON GRADE _ Consultant Logo T.O. WALL W/ 6xb-W2.1xW2.1 WWF 325 q 3/4' GENERAL CONTRACTOR I I T.O. SHELF ____WSX18_ J I WSX18 Abele Builders ---- -- --, r - 14 Corporate Drive ___ __ _ FASTEN LVL TO GONG, FON. WALL W/ 5IMP50N Clifton Park,NY 12065 (DROPPED) (DROPPED) CANT. HU416 HANGER W/ TITEN SCREWS TO GONG. WALL 518.373.9613 OPEN SITE/CIVIL ENGINEER: 326' - 11 3/4" I 325' - q B/ 6om326' - 11 3/4" Environmental Design Partnershi T.O. WALL I .0. SHELF Jh 900 NY-1146 p 4 > 3 1/2x14 LVL T.O. WALL Clifton Park,NY 12065 5im I 200 v 326' - 11 5/4" 518.371.7621 5 5 T.O. WALLIRV STRUCTURAL ENGINEER 5200 52 SCOTT BURLINGAME I 325' - q 3/4" 325' - q 3/4"rik 900 NY-146 T.O. SHELF T.O. SHELF Clifton518.724 0733 065 W8X18 WSX18 Naxial WSX18 WSX18 _ -- -- - ------ --- -- -- --- 326' - 11 3/4" CANT. - CANT. CANT. CANT. - - (DROPPED) (DROPPED) (DROPPED) (DROPPED) 5 00 (DROPPED) 5 Sim, T.O BEAM POCKET Sim 5 2 00 WALL OL 323' - 11 3/4" 4 326' - 11 3/4 T.O. SHELF " (520C3 1/2x14 LVL T.O. WALL Lbxbx3/8 (GALV) LINTEL TJIS 230 - 14 0 1' - 4" X —A x 1 � v 5201 � m Ln DOUBLE JOISTS BELOW FIREPLACE ABOVE 3 1/2x14 LVL 3 5im 5 5im ABELE GUEST 5200 5200 COTTAGE T.O. WALL ASSEMBLY POINT ROAD 325' - q 3/4" Sim No. I Description I Date 323' - 11 5/4" 325' - q 3/4" T.O. SHELF 4 IRV 5200 T.O. SHELF T.O. SHELF 5200 326 - 11 3/4" 326 - 11 3/4 T.O. WALL T.O. WALL PROGRESS: FIR 5 T FLOOR F R A M I N & FLAN Project Number 21031 1/4" 1'-0" Drawn by SB 1. DO NOT SCALE THI5 DRAWING. SEE ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND ELEVATIONS. Checked by SB 2. TOP OF FIRST FLOOR 5HEATHING ELEVATION = DATUM ELEVATION = XXX'-X" = TOPOGRAPHIC ELEVATION= XXX.XX'. Date 06.17.21 3. FLOOR SHEATHING TO BE 3/4" TONGUE AND GROOVE 'ADVANTEGH' PLYWOOD 5HEATHIN6, PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE GRAIN, 1/16" SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBER. 5HEATHIN& TO BET DIRECTLY ON TOP OF J0I5T5. 4. UNLE55 FASTENED WITH HAN6ER5 TO A FLUSH HEADER, INSTALL 50LID LVL BLOCKING BETWEEN JOISTS OVER BEARING WALLS OR DROP BEAMS. BLOCKING DEPTH SHALL MATCH JOIST DEPTH. 5. JOIST LAYOUT INDICATED I5 SCHEMATIC IN NATURE. FRAMING CONTRACTOR I5 RESPONSIBLE FOR COORDINATING LAYOUT WITH FLOOR OPENINGS, FIRST FLOOR PLUMBING AND MECHANICAL PENETRATIONS, AND ELECTRICAL / LIGHTING REOUIREMENT5 OF THE PROJECT, A FULL REVIEW OF THE ARCHITECTURAL FRAMING PLAN DRAWIN65 I5 REQUIRED FOR AN UNDERSTANDING OF THESE ELEMENTS. 6. SEE DRAWING 5001 FOR GENERAL NOTES AND MATERIAL SPECIFICATIONS, DRAWING 5300 FOR FRAMING SECTIONS AND DETAILS, AND DRAWING 5400 FOR TYPICAL DETAILS. S101 7/30/2021 9:15:52 AM ��pF NEW Y ��P��E•BUR�,�c�,A HDU-4 HDU-4 * coO ym� r Cr ------------ F 0 e W P1,r7 . �' ,0�0 w \---H554X4X315 ESS10 P I fi N SOLID LVL BLOCKING BELOW USE OF ARCHITECTS DOCUMENTS I' BRG. WALL ABOVE, TYP. THESE DOCUMENTS PREPARED BY THE III I I I,; I ARCHITECT ARE INSTRUMENTS OF SERVICE I I I I nl I I FOR USE SOLELY WITH RESPECT TO THIS i PROJECT,AND SHALL REMAIN THE I III PROPERTY OF THE ARCHITECTH R AL RETAIN ALL COMMON STATUTORY AND OTHER RESERVED ' 1 t 3 RIGHTS INCLUDING THE COPYRIGHT(S).THE 5300 REUSE J i J OWNER SHALL NOT REUSE OR PERMIT THE OF THESE DOCUMENTS INCLUDING l (I ANY DESIGN&CONSTRUCTION DEVELOPMENT,CHANGES OR ALTERATIONS ' ryR G� TO THESE DOCUMENTS,WITHOUT THE ll° , ill WRITTEN ACKNOWLEDGEMENT AND O I AUTHORIZATION OF THE ARCHITECT H N jll H BALZER I I I I (l! TUCK f�1 ---- - - - ----- - --- - - - ----- ---' from your perspective 3 1/2x14 LVL 3 1/2x14 LVLmr I� I fill ARCHITECTURE 2 5300 468 BROADWAY SARATOGASPRiNGS.NY 554X4X3/8 I P 518580.9818 OWNER: El HDU-4 —� 4- — — I Phyllis and Chris Abele 71" 14 Corporate 1' ) Drive Clifton Park,NY 12065i1 518.3739613 II 4 ( Sx8 TIMBER `t I ! 5300 M BATH P05T, TYP. x4 I I I) l !I 109 ! MUD ROOM ll - - --- �' l 8x12- Ill o II l i — � - —t — I� 2x10 @ 2' - 0" HDU-4 ® I l Consultant Logo H , II I I ( HDU-4 ( HDU-4 GENERAL CONTRACTOR: H-2 3 1/2x14 LVL I --- -+I-2 ---- +i-2--- - --- ( - ------------ Abele Builders - - 14 Corporate Drive - _ ! ( � i I ' I !!Ii !1 it III ' ,I i Clifton Park,NY 12065 PANTRY II' i! ! 518.373.9613 11 Desgn A L lIi 11 �! I II I SITE/CIVIL ENGINEER: > -Lo I > II' !Ili III !I! 'I l ( Environmental 900 NYt146 Partnership M LOST ! PO DER_ -� u v OYE X II I!i t II li ,I I! l II 'I -STAIR L1 6 —TT 11 Clifton Park,NY 12065 518.371.7621 i TJI® 230 - 14 ® 1' - 4" zo 230 - 14 ® 1'�--4" _� - 102 1! m m m OPEN I' C STRUCTURAL ENGINEER: (2)-JACK POSTS BTWN. SCOTT BURUNGAME I� I! HDU-4 900 NY-146 , . Clifton Park,NY 1 2 065 518,724.0733 3 1/2x14 LVL 5 1/4x14 LVL -- ------------ 1/2x14 LVL ------- ------ '(x14 I HDU-4 \:(3)-.2xr0 (P5)- T i P05T I I l ( _ BE R00 i i �I i I IIII I > 1 OPEN ! 1 71 I I -t I DINING LIV X 104 ! ING_ROOM > I v --- 11031 I --� TJI® 560 - 14 @ 1' - 4' I TJ rn 360 -r141®N1' - 4" i i TJI® 360 - 149 1' - 4" i I II I 1051 SOLID LVL BLOCKING BELOW i J AB E LE GUEST l i BRG. WALL ABOVE, TYP. I I COTTAGE I I _ I L-- -- -- --- r ----- —� -- n n r— - H-2 - - H-3 — -- ---- H-3 - _ ASSEMBLY POINT ROAD HDU-4 HI7U-4 I HDU-4 I HDU-4 (2)-JACK P05T5 BTWN. No, I Description I Date Sim WINDOWS, TYP. i 3 HDU-4 6x10 i 5300 2x8 RAFTER AT ! SEE ARCH. TIMBER BRACKET, 16" o x- � I I I � I I PROGRESS: ! i S E C O N D FLOOR FRAMINO FLAN Project Number 21031 1/4" = 1'-0" 1. DO.NOT SCALE THIS DRAWING. SEE ARCHITECTURAL PLANS FOR ALL.DIMENSIONS AND ELEVATIONS. I Drawn by SB I 2. FLOOR SHEATHING TO BE 3/4" TONGUE AND GROOVE 'ADVANTEGH' PLYWOOD SHEATHING. PROVIDE 1/5" SPACE BETWEEN PANEL EDGES PARALLEL TO Checked by SB FACE GRAIN, 1/16" 5PAGE BETWEEN PANEL EDGES OVER 5UPPORTING MEMBER. 5HEATHING TO SET DIRECTLY ON TOP OF JOISTS. 3. UNLE55 FASTENED WITH HANGERS TO A FLUSH HEADER, INSTALL SOLID LVL BLOCKING BETWEEN JOI5T5 OVER BEARING WALLS OR DROP BEAMS. Date 06,17.21 BLOCKING DEPTH SHALL MATCH J0I5T DEPTH. 4. ALL EXTERIOR STUD WALL5 BELOW ARE TO BE CONSTRUCTED AS 2x6 AT 16" o.c. LOAD BEARING SHEARWALL5. INTERIOR LOAD BEARING STUD WALLS 1/��O O 1 '7 L j J�_ SCHEDULE ARE 5HOWN A5 THUS AND ARE TO BE CONSTRUCTED WITH 2x STUDS MATCHING THE SPACING AND ALIGNED TO THE J0I5T5 ABOVE. r j j/ H A 5. WOOD POSTS SHALL BE (2)-2x 5TUD5, UNLE55 OTHERWISE NOTED MATCHING THE WIDTH OF THE WALL 5TUD5. MARK: SIZE, SPECIES, a GRADE POST SIZE: SECOND FLOOR 6. HDU-# INDICATES SIMPSON HOLDOWN. PROVIDE (2)-2x POST MINIMUM. HOLDOWN5 INDICATED ON THI5 PLAN ARE TO BE PLACED AT BOTTOM OF H-1 3 1/2 x 1 1/4 LVL W-JACK + (1)-KING POST FRAMING PLAN FIRST FLOOR STUDS AND FASTENED TO TOP OF CONCRETE WALL WITH THREADED ROD WITH 8" 5IMP50N SET EPDXY EMBED TO FOUNDATION WALL. H-2 3 1/2 x 9 1/2 LVL (1)-JACK + (1)-KING P05T H-3 3 1/2 x 11 1/4" LVL (2)-JACK + (2)-KING P05T 7. JOIST LAYOUT INDICATED 15 SCHEMATIC IN NATURE. FRAMING CONTRACTOR I5 RESPONSIBLE FOR COORDINATING LAYOUT WITH FLOOR OPENING5, PLUMBING AND MECHANICAL PENETRATIONS, AND ELECTRICAL / LIGHTING REQUIREMENTS OF THE PROJECT, A FULL REVIEW OF THE ARCHITECTURAL DRAWIN65 15 REQUIRED FOR AN UNDERSTANDING OF THESE ELEMENTS. 8. SEE DRAWING 5001 FOR GENERAL NOTES AND MATERIAL SPECIFICATIONS, DRAWING 5300 FOR FRAMING 5EGTION5 AND DETAILS, AND DRAWING 5400 FOR TYPICAL DETAILS. S102 7/302021 9:15:53 AM •��OF NEW Y I;.,suRt�/it r T- w 2 0 6 8518 v� AROFESS►0 - = USE OF ARCHITECTS DOCUMENTS:� THESE DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE I FOR USE SOLELY WITH RESPECT TO THIS r IC — PROJECT,AND SHALL REMAIN THE X: 31 I PROPERTY OF THE ARCHITECT. THE fff 11 N N ARCHITECT SHALL RETAIN ALL COMMON x x LAW,STATUTORY AND OTHER RIGHTS INCLUDING THE COPYRIGHT(SVTHHE OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS INCLUDING 7- ANY j DEVELOPMENT,I CHANGES OR ALTERATIONS TO THESE DOCUMENTS,WITHOUT THE T 12 — WRITTEN ACKNOWLEDGEMENT AND rJl AUTHORIZATION OF THE ARCHITECT m 5300 BALZER - - — --� - - - - TUCK 5300 BU m',ROOM I from your perspective ARCHITECTURE I I I I I 468 3POADWAY SARATOGA SPRIaNG&NY P 518.580,9818 I I 5 1/4x9 1/2 LVL I I I OWNER: Sim (3)-2x6 POST TO LC' BM. 2 Phyllis and Chris Abele ive Clifton Park 14 NY 1r2065 — ( 518.3739613 2x12 HIP 2x12 DORMER _ (2)-2x12 I FRAMING AT 24" ox- OVERBUILD FRAMING I �`` ,= }: - - _w - -x 2x12 RIDGE • 1 =(Z-2X12 Consultant Logo NI p GENERAL CONTRACTOR I , \::� - +� ECH. Abelp Builders 14 Corporate Drive X I Clifton518.3 3 9613 065 SITE/CIVIL ENGINEER: T s - - — — — — Environmental H2 ental Design 900 NY-146 2x12 B DROOM HALL # I II �i ji I I� ;I Clifton Park,NY 12065 j I� I I I 518.371.7621 I I (3)-2x6 P05T STRUCTURAL ENGINEER: TO LO BM. SCOTT BURLINGAME n o ATE I (2)-2x12 _ _ —> _ I ! ICI I — 51m 900 NY-146 SHAR 1/2x11 1/8 LVL N' _ -H"1- Tp;�r - I' _l -7 Clifton Park,NY 12065 — -X — � 518.724.0733 201 EDRO_ M HAL T- I, N 5500 2x12-® 2 - o I I I l 2x12 -2' - 0" if LINEN X. - - 3/4x11 1/8 LVL RIDGE OARD r r I I 1 I OVERBUILD P05 - - - OVERBUILD I I I I I I I Si III I 530 -_ I,' ;�.:`?„ I I I I I I �f'•" _ -- - - `<-� •�� II OVERBUILD 'r 2x 12 ® 2' - 0" i LL��._,_. II i (2)-2x12 =_ ,r•, : ' F� I I I I1 ( —� 1(3)-2x6 I I I I I II iI - ,F -2x12-�-2' - .•.�•-_ B 3 OM 1 ,, , ;I � P05T 5 1/4x16 LVL (I 7 • ill I (2)-2x12 X ' I I I I I I I it I ABELE GUEST 205 J - 2X 12 ® 2' - O" COTTAGE 2x12 HIPMEW x 2x12 DORMER III I ,tiIL ' I 'F f I I I I I I I I FRAMING AT 24" ox- ASSEMBLY POINT ROAD III ( -_. - _ r ; - • - No. I Descnptton I Date -- - _ - - - — — - - - - - - 1 — I - - — —I - - - - - - - - - - - - - - — -2 -2 -2- 5300 Sim TIMBER TRU55 AND 1 BRACKETS, SEE ARCH. DYVG'5 5500 PROGRESS: Project Number 21031 Drawn by SB ROOF FRAMING PLAN Checked by SIB 1/4" = 1'-0` Date 06.17.21 1. DO NOT SCALE THI5 DRAWING. SEE ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND ELEVATIONS. 2. ROOF SHEATHING TO BE 5/5" (MIN.) PLYWOOD. PROVIDE 1/6" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE GRAIN, 1/16" SPACE BETWEEN PANEL EDGES OVER 5UPPORTIN6 MEMBER. 3. ALL EXTERIOR STUD WALLS BELOW ARE TO BE CONSTRUCTED A5 2x6 AT 16" oz. LOAD BEARING 5HEARWALL5. ROOF FRAMING 4. FASTEN BOTTOM BEARING END OF EACH RAFTER TO TOP PLATE OF WALL WITH SIMPSON 50W0 SCREW PLAN INSTALLED PER MANUFACTURER'S REQUIREMENTS. ER SCHEDULE 5. STRAP OPPOSING RAFTERS OVER RIDGE BEAM / BOARD WITH 5IMP50N L5TA18 STRAP, TYP. OO � MARK: SIZE, SPECIES, 4 GRADE POST SIZE: 6. WOOD POSTS SHALL BE (2)-2x STUDS, UNLE55 OTHERWISE NOTED, MATCHING THE WIDTH OF THE WALL STUDS. H-1 3 1/2 x 1 1/4 LVL (1)-JACK + (1)-KING P05T 1. SEE DRAWING 5001 FOR GENERAL NOTES AND MATERIAL SPECIFICATIONS, DRAWIN65 5300 FOR FRAMING H-2 31/2 x 9 1/2 LVL (1)-JACK + (1)-KING P05T SECTIONS AND DETAILS, AND DRAWING 5400 FOR TYPICAL DETAILS. H-3 1 3 1/2 x 11 1/4" LVL (2)-JACK + (2)-KING POST S103 7/30/2021 s:15:54 AM OF NEw y ti.auR6N9Gy� 2x STUD WALL _ 2x STUD WALL _ m I iw 2x6 P.T. SILL PLATE, SEE 2x STUD WALL 2xb P.T. SILL PLATE, SEE 2x STUD WALL ZN 5001 FOR FASTENING 5001 FOR FASTENING 085186 2xb P.T. SILL PLATE, 5EE 2xb P.T. SILL PLATE, SEE Rp �SS1pNP RIM BOARD, PROVIDE GRACE VYGOR ON 5001 FOR FASTENING RIM BOARD, PROVIDE GRACE VYGOR ON 5001 FOR FA5TENING SIDE FACING GONG. STEM WALL 5IDE FACING GONG. STEM WALL VENEER, SEE ARCH. VENEER, SEE ARCH. USE OF ARCHITECTS DOCUMENTS: FLOOR JOIST, SEE PLAN THESE DOCUMENTS PREPARED BY THE FLOOR JOIST, SEE PLAN ARCHITECT ARE INSTRUMENTS OF SERVICE GONG. SLAB ON FOR USE SOLELY WITH RESPECT TO THIS T/SUB_FLOOR- 1ST FLOOR _�SUBFLOOR- 1ST FLOOR UBFLOOR- 1ST FLOOR__� GRADE, SEE PLAN PROJECT,AND SHALL REMAIN THE 327'-2° 327-2" 327'-2" PROPERTY OF THE ARCHITECT. THE GRADE (VARIES) •° ARCHITECT SHALL RETAIN LAW,STATUTORY AND O HERL ESE RV LAW,GONG. SLAB ON RIGHTS INCLUDING THE COPYRIGHT(S).THE d• 4 - ° OWNER SHALL NOT REUSE OR PERMIT THE 4., GRADE, SEE PLAN '- a :d ;, ANY DESIGN&CONSTRUCTION -k°�+X, e,=X^�X X REUSE OF THESE DOCUMENTS INCLUDING GRADE (VARIES) DEVELOPMENT,CHANGES OR ALTERATIONS GRADE (VARIES) a , ~- T FOUNDATION ° P o0 TO THESE DOCUMENTS,WITHOUT THE _ T/FOUNDATION _ —L— C� x-.... Xie .x x— ('� o 0 a ° 325'-9 3/4" ` `; GEMENT AND e, •. 325'-9 3/4" d o �°O 90 O� AUTHORIZATION OF TWRITTEN DHE ARCHITECT 2x4 P.T. SILL PLATE, SEE 4 a- ° 2x4 P.T. SILL PLATE, SEE 5001 FOR FASTENING �' o < •. FLOOR JOIST, SEE PLAN o0 O 5001 FOR FASTENING �o o�°o Qo o�oo ZER ADDITIONAL #5 4° ADDITIONAL #5 BAL BELOW SHELF - 6" % ---0' - 4" BELOW 5HELF TUCK H e # > # Z #4 HOOKED DOWEL TO from your perspective #4 HOOKED DOWEL TO 4 HOOKED DOWEL TC 4 HOOKED DOWEL TO w 4 FOOTING AT 18" o.c. O ADDITIONAL #5 FOOTING AT 18" o.c. ° FOOLING AT 18" o.c. O : FOOTING AT 15" o.c. ARCHITECTURE Or 44 p - a BELOW 5HELF °4 '_9 'a : : ADDITIONAL #5 a BELOW SHELF , F— O a 468BROADWAY SARATO(GASPPINGS.NY n e 4 nts.ssv.$sl Ia LL (2)-#5 T 8 B ~ . ' ° a ° e _ GONG. SLAB ON OWNER GONG. SLAB ON "- A GRADE, SEE PLAN ' , a GONG. SLAB ON �` a - Phyllis and Chris Abele 0 1'-0" FREE-DRAINING GRADE,SEE PLAN 1'-0" FREE-DRAINING op ° ° GRADE, SEE PLAN �,o , .^ - BAGKFILL, WRAP IN Q8 Cho - 1'-0" FREE-DRAINING ° 005 d (2)_#5 T B B 14 Corporate Drive 8V0 ° e BAGKFILL, WRAP IN 8 �oO :4 '_ BAGKFILL, WRAP IN Q8�C�° :d Clifton Park,NY 12065 FILTER FABRIC AT FDN. o°�� ;�,L4 _ SLAB Q FILTER FABRIC AT FDN. __ _ T/SLAB _ TLSLAB Q FILTER FABRIC AT FDN. 0 0 0 4 e 4, -e: 518.3739613 DRAIN, SEE ARCH. O '_ °,� . .x� x" ° --a-x x 321 6 `r DRAIN, SEE AR t0 4 - 321 6 °.. 321 6 DRAIN, SEE ARCH. o a o u N 5 CH q 3C x X'_ X ° e --x 2C -x.- X •x•° x-r-a a V a.. o �O� _• o QOp — " own a <. , nn (�;o �oO _ t o n o p : a �C o ��o Y (5)-#5 x CONT. ppo d • 0�6 --�800 O O°� -.� a _ v. �APM Ca dy p a; 4° 0 4g0� o 0�0 ° O po a`•, a. pR I V ( 000X. ° ` - 6" 0' - 10" 0' - 6"o0o 0— (2)-#5 x CONT. 0 0 IL (3)-#5 x CONT. - b" 0' - 10" - 6" (2)-#5 x CONT. ' - 6" 1' - 2" Consultant Logo lo 2' - 2" 1' - 10" 2' _ 2�1 11 GENERAL CONTRACTOR: SEE PLAN FOR BOTT. OF FTC. ELEV. SEE PLAN FOR BOTT. OF FTC. ELEV. SEE PLAN FOR BOTT. OF FTC. ELEV. SEE PLAN FOR BOTT. OF FTC. ELEV. Abele Builders 14 Corporate Drive 4 SECTION 3 5EGTION _ 2 5EGTION n 5EGTION CIIft51Park, 3 s 9613 os5 3/4" = 1'-011 3/4" = 1'-011 3/4" = 1'-O" U 3/4" = 1'-0" SITE/CIVIL ENGINEER: Environmental Design Partnership 900 NY-146 Clifton Park,NY 12065 518.371.7621 STRUCTURAL ENGINEER: SCOTT BURLINGAME 900 NY-146 2x 5TUD WALL Clifton Park,NY 12065 518,724.0733 2x STUD WALL 2xb P.T. SILL PLATE, SEE 5001 FOR FASTENING 2x6 P.T. SILL PLATE, SEE 5001 FOR FASTENING VENEER, BEE ARCH. FLOOR JOIST, SEE PLAN RIM BOARD, PROVIDE GRACE VYGOR ON 5IDE FACING GONG. STEM WALL — FLOOR JOIST, SEE PLAN �UBFLOOR- 1 ST FLOOR J T/SUBFLOOR=1ST FLOOR T/SUBFLOOR- 1ST FLOOR 327'-2" 32T-2" GRADE (VARIES) ' e T/FOUNDATION ! _^ ; _ T/FOUNDATION OgL 325'-9 3/4" 0 :,_-a- 325 -9 3/4" 9 FLOOR JOIST, SEE PLAN O O ADDITIONAL #5 a A , 2x4 P.T. SILL PLATE, SEE 3/8" SHEAR PLATE, SINGLE 1' - p" BLOCKING BTWN. JOISTS BELOW SHELF 5001 FOR FASTENING 5IDE, W! (2)-3/4" VIA. A325 AT DROPPED BEAM z a, AB E LE GUEST BOLTS TO EA. BEAM WEB W-BEAM, SEE PLAN #4 HOOKED DOWEL TO COTTAGE �^ #4 HOOKED DOWEL TO 3/4" COL. GAP PLATE W/ (4)-3I4" o °° " *.,a FOOTING AT lb" o.c. 4 : FOOTING AT 18" o.c. VIA. BOLTS TO BM. FLANGE a \� I ASSEMBLY POINT ROAD (2)-#5 T 8 B 10 x 10 x 3/4 BA5EPLATE W! (4)-5/8 1/4 PARTIAL-HEIGHT WEB STIFFENER °u n n n O °. O' - 10°`' ' - 6" --0' - 4" DIA. THIRD. ROD ANGHOR5 TO CONCRETE PIPE COLUMN, SEE PLAN `� (2)-#5 T d B No. I Description I Date W/ 6" EPDXY ADHESIVE EMBED z d • � °d'"•'_ '" - - GONG. SLAB ON '_• a •.° °4 ` '� GRADE, SEE PLAN „ •a GONG. 51.AB ON 1'-0" FREE-DRAINING $ a`.3 1 1/2 +/- NON-SHRINK GROUT o 1'-0" FREE-DRAINING GRADE, BEE PLAN BAGKFILL, WRAP IN � op a-44 d BAGKFILL, WRAP IN C� 4" FILTER FABRIC AT FDN. FILTER FABRIC, AT FDN. <,- _ TLSLAB _ T/SLAB � _ T/SLAB OIL DRAIN, SEE ARCH. 0 _ ' e -a x x _ 321'-6 + x•: x x-,r-- ° 321'-6" �eo 7.x . =v . °x x x x x �x. x x-a-�x. DRAIN, 5EE ARCH. C 321 -6 4 e • -°.. - O 4. d 0 4 - ,d ,1,- ° . b oo- O 8 l_l" a _ l•4 °•- `^ •'�' l )�t V'O( 1 ` oO0 o I- .° < ,ae- - H8�0 Q881J:-.° n 6 d �o e 'd -0 dpJO 0 O 000°�g 4 •+ oo 0080� o O O0 c 000� oopo0 O �gOo oopo0 000 1 4 OQO - d _ ' - O % �� PROGRESS: DO Uo 4 Y a FOOTING WIDTH, SEE PLAN d z - b" H ' - 6" 0' - 10" - 6' �:(2)45 x CONT. Project Number 21031 (3)-#5 x CONT. 2' - 8" z w 1' - 10" Drawn by SB SEE PLAN FOR BOTT. OF FTC. ELEV. p SEE PLAN FOR BOTT. OF FTC. ELEV. Checked by SB .� 5EGTION 6 SECTION n 5EGTION c pate 06.17.21 3/4 - 1 0 3/4 - 1 O 3/4 - 1 0 11 FOUNDATION SECTIONS S200 7/30/2021 9:15:55 AM OV NFW y BUR O TIMBER COLUMN, SEE PLAN *� �E `/��� STONE GAP, SEE ARCH. TIMBERLINX A415 l m w m 2 085186 329' - 4 3/4" 3/8" HOPE SPACER 2xb P.T. SILL PLATE, SEE 5001 FOR FASTENING USE STUD WALL USE OF ARCHITECTS DOCUMENTS: T.O. PIER EL. RIM BOARD, PROVIDE GRACE VYCOR ON THESE DOCUMENTS PREPARED BY THE 1/5" VIA. GALV. ALL-THREAD ARCHITECT ARE INSTRUMENTS OF SERVICE ROD. DRILL 6 EPDXY SET TO 5IDE FACING GONG. STEM WALL VENEER, SEE ARCH. FOR USE SOLELY WITH RESPECT TO THIS PROJECT,AND SHALL REMAIN THE VENEER, SEE ARCH. GONG. 6" MIN. EMBEDMENT GONG. SLAB ON PROPERTY OF THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON GRADE, SEE PLAN FLOOR JOIST, SEE PLAN r LAW,STATUTORY AND OTHER RESERVED 325 - 7" ! RIGHTS INCLUDING THE COPYRIGHT(S).THE T.O. WALL #4 DWL'5 AT _JtSUBFLOOR - 1ST FLOORS _J�SUBFLOOR- 1ST FLOOR OIL OWNER SHALL NOT REUSE OR PERMIT THE E OF THESE DOCUMENTS INCLUDING 327'- 2" 327' 2" REUS E 12" o.c. GALV. STEEL ANY DESIGN 8 CONSTRUCTION - -,. _� � LINTEL, SEE PLAN i DEVELOPMENT,CHANGES OR ALTERATIONS TO THESE DOCUMENTS,WITHOUT THE #b VERT. BARS AT EA. CORNER 7 WRITTEN ACKNOWLEDGEMENT AND ° , AUTHORIZATION OF THE ARCHITECT —<Je T . _ T/FOUNDATIO_N At--, _ j 325'-9 3/4" BALZER #3 TIE AT 10" o.c. - � • °� oo oo6 �° 2x4 P.T. SILL PLATE, SEE __-- °� 5001 FOR FASTENING FLOOR JOIST, SEE PLAN TUCK o � , GRADE (VARIES) ° a i ADDITIONAL #5 a ° . ° ; from your perspective COMPACTED °_ LVL BM., 5EE PLAN ADDITN'L #3 BELOW SHELF STRUCTURAL FILL _ BELOW SHELF ARCHITECTURE a °- < ° #4 HOOKED DOWEL TO ° °'° #4 HOOKED DOWEL TO FOOTING AT lb" O.G. FOOTING AT lb" O.G. 468BROADWAY SARATOGASPRINGS.NY a 2" RIGID INSULATION, ALIGN W/ DOOR THRESHOLD OWNER: 1'-O" FREE-DRAINING 4• BAGKFILL, WRAP IN ° Phyllis and Chris Abele (2)-#5 T 4 B ° ° (2)-#5 T 4 B (2)-#5 T 4 B 14 Corporate Drive FILTER FABRIC AT FDN. '' GONG. SLAB ON Clifton Park,NY 12065 DRAIN, SEE ARCH. 518.3739613 a •' GONG. SLAB ON LONG. SLAB ON GRADE, SEE PLAN 1'-0" FREE-DRAINING 0 3 ." GRADE, SEE PLAN p GRADE BAGKFILL, WRAP IN o o�o,p° d _ 9" Q , O COG% . FTC., 5EE PLAN FILTER FABRIC, AT FDN. �o °_- _ TLSLAB _� _ T/SLAB DRAIN, SEE ARCH. ( ,�o °:, —x x=�—x 321'--6"" o a x x. `'� •=_x.°V xT'• =x x _ , x =°x x 321'-6" d I` ° J ♦• .a• -� .°' O C,'� ° A' O 9. d^• � - - •° . ORn •4, •,"y <a - - o 0000 O � ,e , ` °.,-' - a a - va , ° .' _ a IJZS °a ° a �77°" , = a" 1a �q,0 - ' = A7— DO °_ Consultant Logo �°(4q° 0 s °�°`an v °� °o " " " (2J-#5 x GONT. # GENERAL CONTRACTOR00°0 o�do0�00 �00000 - 6 0 - S b b 0 - 10 - 6 (2)- 5 x CONT. ' -b" 0' - 8" - 6" (3)-#5 x GONT. 1 Corporat Abele e Drive Clifton Park,NY 12065 1' - 8" 518.373.9613 5EE PLAN FOR BOTT, OF FTC. ELEV. SITE/CIVIL ENGINEER: Environmental Design Partnership 900 NY-146 5EGTION 2 5EGTION r15EGTION Clifton P NY ark, 2065 3 5/4" = 1'-011 3/4 - 1 -0 3/4 - 1 -0 'I STRUCTURAL ENGINEER: SCOTT BURLINGAME 900 NY-146 Clifton Park,NY 12065 518.724.0733 CENTERLINE STUD WALL / H55 COL, III H55 COL., SEE PLAN I I 3/4" COL. BA5EPLATE W/ (2)-3/4" DIA. VENEER, SEE ARCH, I I I THRO. ROD ANCHORS W/ 8" EPDXY III ADHESIVE EMBED TO FDN. WALL I I T/SUBFLOOR- 1ST FLOOR 1 1/2" +/- NON-SHRINK GROUT 327'- 2" _ GONG. SLAB ON GRADE, SEE PLAN -d GRADE (VARIES) R -x x= = 'x -x ikb° o o0660 o 00�00 p -. ABELE GUEST COTTAGE " #4 HOOKED DOWEL TO «; FOOTING AT 15" o.c. ASSEMBLY POINT ROAD ADDITIONAL #5 BELOW SHELF ° No. Description I Date ° 1'-0" FREE-DRAINING ° (2)-#5 T 4 B BAGKFILL, WRAP IN ;06.0 0 FILTER FABRIC, AT FDN.DRAIN, 5EE ARCH. 'a,° O 0Q0� (3)-#5 x CONT. PROGRESS: V It'00(a, O _ Project Number 21031 2' _ 2'. Drawn by Author SEE PLAN FOR BOTT. OF FTC. ELEV. Checked by Checker A SECTION T 3/4 = 11-011 Date 07/28/21 FOUNDATION SECTIONS S201 7/30/2021 9:15:56 AM i F NEWS' 2x12 LEDGER, FASTEN TO EA. STUD x R6ti O,p GROSSED W/ (3)-SIMPSON 505 5GREW5 ROOF RAFTER, SEE PLANI - 2x FRAMING AT 16" o.c. 2x STUD WALL I m w W 2 m2�� ?� 2x BLOCKING 2x BLOCKING ;0A 085166 2x STUD WALL BTWN. EA. RAFTER BTWN. EA. RAFTER 9pFESSIpNP�. 2x AD. NAILER W/ 1/2" VIA. THRU-BOLT AT 16" O.G., 5TAGGER EA. 5IDE OF BM. WEB USE OF ARCHITECTS DOCUMENTS: AD. I-JOISTS, SEE PLAN ROOF RAFTER, SEE PLAN LVL BLOCKING BELOW WALL ABOVE THESE DOCUMENTS PREPARED BY THE 5IMP50N 5DWG SCREW ARCHITECT ARE INSTRUMENTS OF SERVICE FASTEN RAFTER TO BM. W/ ( `� FOR USE SOLELY WITH RESPECT TO THIS j PROJECT,AND SHALL REMAIN THE (2)-5IMP50N SDWG 5GREW5, �UBFLOOR - 2ND FLOOR � � I T/SUBFLOOR -2ND FLOOR _' PROPERTY OF THE ARCHITECT. THE T SUBFLOOR - 2ND FLOOR ARCHITECT SHALL AETAWALL COMMON 337 -6 337-6" 337-6" 337 -6" LAW,STATUTORY AND OTHER RESERVED TOENAILED FROM ABOVE - �- �UBFLOOR-2ND FLOOR RIGHTSINCLUDING THE COPYRIGHT(5).THE OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS INCLUDING ANY DESIGN&CONSTRUCTION I i DEVELOPMENT,CHANGES OR ALTERATIONS T PLATE- 1ST FLR TO THESE DOCUMENTS,WITHOUT THE �— T PLATE- 1 ST FLR WRITTEN ACKNOWLEDGEMENT AND 336'-3 1/4° — —�- T T P/ LATE- 1 ST FLR 336'-3 1/4" 336'- 3 1/4" AUTHORIZATION OF THE ARCHITECT 2x4 CEILING 2x LADDER FRAMING AD. I-JOIST, SEE PLAN SEE ARCH. FOR AD. I-JOIST, SEE PLAN JOIST AT 24" 0.6. AT DORMER AD. I-J0I5T, SEE PLAN BALZER I EAVE DETAILS SIMPSON BA HANGER I_ TO 2x STUD WALL TUCK TIMBER BEAM, 2x STUD WALL W-BEAM, SEE PLAN LVL HDR., SEE PLAN, STRAP SEE PLAN DOUBLE TOP PLATE W/ (2)- i from your perspective SIMPSON M5TA18 STRAPS, EA. ARCHITECTURE END OF HEADER 468 BROADWAY SARATOGA SPRINGS.NY P 518,580.8818 n T-4"t CTON &1/4 ECTION n SECTION SECTION OWNER: 1'-0" " = 1'_0,� 3/4" = 1'-O" 1 3/4" = 1'-011 Phyllis and Chris Abele 14 Corporate Drive Clifton Park,NY 12065 518.3739613 STRAP OPP055IN6 LVL RIDGE BOARD RAFTERS OVER RIDGE Y41 SIMPSON L5TA STRAP 2x RAFTER, SEE PLAN ROOF RAFTER, SEE PLAN ROOF RAFTER, SEE PLAN SIMPSON M5TA20, Consultant Logo CENTER ON HEADER GENERAL CONTRACTOR: 2x BLOCKING BTWN. Abele Builders EA. RAFTER 14 Corporate Drive Clifton Park,NY 12065 518.373.9613 SITE/CIVIL ENGINEER: (2)-2x PLATE, ROOF RAFTER, Environmental Design Partnership RIP TO FIT SEE PLAN 900 NY-146 h 5IMP50N 5DWG, EA. RAFTER Clifton Park,NY 12065 RAFTER TAIL, TOENAIL 518.371.7621 SIMPSON 5DWG, T HEAVER W/ (4)- + EA. RAFTER TO O LVL VL 5 5GREW5 W/ 3" 5IMP50N LU5210 STRUCTURAL ENGINEER: �— 2x STUD THREADED EMBED LVL HEADER, SEE PLAN SCO9 ONRL1NGAME BEARING WALL 46 Clifton Park,NY 12065 2x STUD WALL 518.724.0733 SEE ARCH. FOR EAVE DETAIL tj 2x STUD WALL FASTEN FIRST RAFTER TO a- 5EGTION /:N 5EGTION STUD WALL W/ (3)-5IMPSON SECTION 3/4" = 1'-0" 3/4" = 1'-0" 505 5GREW5 TO EA. STUD 3/4" - 11-0" GROSSED T/PLATE-2ND FLR 339'-8" �SEGTION 3/4" = 1'-0" ABELE GUEST COTTAGE ASSEMBLY POINT ROAD No. I Description I Date PROGRESS: Project Number 21031 Drawn by Author Checked by Checker Date 07/28/21 FRAMING SECTIONS S300 7/30/2021 9:i 5:57 AM or- NE�,Y REINFOfi�' CIN6 BAR EMBEDMENT / LAID 5FLIGE 5GHEDULE �� �� suR�,ti o � � � m d` TOP BARS OTHER BARS m I Cr WALL REINF. GONG. FDN. WALL a BAR SIZE EMBEDMENT LAP EMBEDMENT LAP 8518•,a APPLY f'>EALANT FLUSH WITH 6 (SEE SECTIONS) TOP OF CONCRETE SLAB 1/8" 3,000 5i 4,000 5i 5,000 psi 4,000 psi 3,000 5l 4,000 psi 5,000 Psi 4,000 51 A9OFESSIC�NP p p p p p p p pi #3 22" 1q" 2q" 25" 11" 151, 23" 2O° USE OF ARCHITECTS DOCUMENTS d 44 e THESE DOCUMENTS PREPARED BY THE ° <' 2q" 2rj" 38" 1q" ARCHITECT ARE INSTRUMENTS OF SERVICE #4 33 22" 2q' 25 FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND SHALL REMAIN THE 5AWGUT PROPERTY OF THE ARCHITECT. THE ' + , ': +-' = .'•'. . :r , ;- '•' ..' . #5 36 31' 41 41' 28 24" 31" 32" ARCHITECT SHALL RETAIN ALL COMMON °d '. ` `• ° _ d'- - - " " " LAW,STATUTORY AND OTHER RESERVED •' ' , , „ .1 RIGHTS INCLUDING THE COPYRIGHT(S).THE #6 43�� 3��� 56�� 4q' 33' 2q 43" 38 OWNER SHALL NOT REUSE OR PERMIT THE 9, E 1" CLEAR PRONTO EAR COVER WHERE MESH 15 USE OF THESE DOCUMENTS INCLUDING ' CONCRETE SLAB, SEE REQ'D (SEE PLAN). SET MESH ON BOLSTERS/ #1 63" 54" 82" 48" 42" (03" ANY DESIGN&CONSTRUCTION 55" DEVELOPMENT,CHANGES OR ALTERATIONS PLAN GHAIR5 TO MAINTAIN P05ITION TO THESE DOCUMENTS,WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND #8 12" .Q 62" 014" 81" 55" 45" 12" 63" AUTHORIZATION OF THE ARCHITECT ••d ° r a _ - - NOTES: T i — 1.) TOP BARS ARE TH05E WHICH ARE ORIENTED HORIZONTALLY AND HAVE MORE A � L� L 0 E THAN 12 OF CONCRETE BELOW THE BAR •: CORNER BARS: SAME 5IZE AND SPACING 2.) SPLICE BOTTOM BARS AT SUPPORTS. TUCK A5 WALL REINFORCING x 4'-0"LG. WHERE NO REINF. EXI5T5 OTHER THAN 246 TOP 6" MIN. COMPAGTED VAPOR RETARDER + from your perspective AND BOTTOM, PROVIDE #6 BENT BARS AT DRAINAGE COURSE 3.) SPLICE UPPER BARS IN MIDDLE 1/3 OF SPAN. ARCHITECTURE 24" o.c. AND 3-#4 VERT. SPACER BARS CONTRACTION JOINT 4.) WHERE CONCRETE DEPTH PREGLUDE5 FULL EMBEDMENT, PROVIDE q0 DEGREE HOOK. 5.) PROVIDE CONCRETE PROTECTION FOR REINFORCEMENT AS DESCRIBED IN AGI 318, CHAPTER 1. 404 BROADWAY SARAT00A.SPRINGS,NY ER NHERE MESH 15 P$18.580,8818 TYF . CORNER REINF • P E T A I L REQ DIDE(5EE PLAN). S T MESH ON BOLSTERS/ 2x4 CONT. 6J EMBEDMENT AND LAP SPLICE LENGTH5 5HOWN ARE APPLICABLE TO A5TM A615 GR. 60 REINFORCING BARS. 3/4" = 1'-0" GHAIR5 TO MAINTAIN P05ITION KEYWAY OWNER: 2 x 4 KEYWAY WATER5TOP REQ'D WHEN EXTERIOR Phyllis and Chris Abele CONCRETE SLAB, SEE ~ GRADE 15 ABOVE FINI5HED FLOOR 14 Corporate Drive PLAN Clifton Park, NY 1 065 =x• xs— x. tu =�it x x° x` ' - x_• X' —•-X•e; x x—Y-x• • x x 6" MIN. COMPACTED DRAINAGE COURSE VAPOR RETARDER WALL JOINT - VERIFY JOINT EXTEND HORIZ. Consultant Logo LOCATIONS WITH THE 2 - 6„ 2 - O 2 - 61 PER LAP SPLICE SGHD. REINFORCING GENERAL CONTRACTOR STRUCTURAL ENGINEER d Abele Builders 14 Corporate Drive • - Clifton Park,NY 12065 CONSTSUGTION JOINT T Y f 518.373ss13 = . F D N . N A L L G O N 5 T R U G T I O N J N T . SITE/CIVIL ENGINEER: Environmental Design Partnership ° TYPICAL GONTR, OL JOINT PETAT.L5 TA 900NY-146 (2) #6I�,�„ Clifton Park,NY 12065 3/4" = 1'-O" 518.371.7621 3/4" = 1'-O" STRUCTURAL ENGINEER: (2) #6 SCOTT BURUNGAME 900 NY-146 a Clifton Park,NY 12065 518.724.0733 - CONCRETE SLAB, PROVIDE 1" CLEAR COVER WHERE ° SEE PLAN MESH I5 REQ'D. (SEE PLAN). BET MESH , o _ ON SOL5TER5/GHAIR5 TO MAINTAIN WD. STUD BEARING WALL, SEE PLAN a (2) #6 POSITION FOR STUD SIZE AND SPACING 2x P.T. SILL PLATE 0.111" DIA. SHANK PAF'S W/ 1 'x- , 'xx�=x, x, x " x x 'x x-, -ka 10 MIL 5TEG0 WRAP VAPOR 1/2" EMBED AT 2'-0" O.C. °d .• ° ° �• ° d• ;•` - ° _ " - ' _ BARRIER OR APPROVED STAGGERED CONCRETE SLAB, EQUAL —I(—I I I-- I I—I I— (— I I I— 7C °.x^'4—=-X ,�:a ')C• x X' -I I II 1 I-I I I-I I I-I I I-I II I -I A d:a °a, - __ id SEE PLAN FOR CUT LINE FULLY COMPACTED SUITABLE 2 •t_d4 ai_-- —`.a:°�= ' o 8 FOOTING ELEV. GRANULAR FILL WHERE REQUIRED ° OU O 2' - 0" Q8 °0 (3)-#5 BOTT., CONT. NOTE: REFER TO SECTIONS FOR REQUIRED REINFORCING STABILIZATION SEPARATION �2 Doz 000 GEOTEXTILE FABRIC, PROOF-ROLLED EXIST. GRADE SEE TYPICAL SLAB ON GRADE CONSTRUCTION DETAILS FOR SUBBASE TYPICAL 5TEP FOOTING DETAIL TYPICAL 5LAB 5A5E DETAIL TYP . HAUNCHEP 5LAB AT kNP . BRO . kNALL ABELE GUEST 5/4" = 1'-O" 5/4" = 1'-O" 3/4' _ 1,-0' COTTAGE a - t- O z OPENING IN WALL: m XTEND 3'-0" TYP. ASSEMBLY POINT ROAD COORDINATE 5IZE d LOCATION z = SEE MECH., ELEC., PLUMBING d 5ITE DW65, W/ ARCH. 4 MEGH . DRAWING5 w v FOR LOCATION, ELEV., AND SIZE OF � K No. ( Description I Date X (L Q UTILTTY LINE Q LU PIPE SLEEVE OR FORMED OPENING LU GONC, SLAB, SEE PLAN THICKENED SLAB m � ;x_ .x , x�—°x,4`:x ' x z=Tx X _X _'d.- O' - 4 2" COMPRESSIBLE FILLER : . .a ° _ x x ' a ?S FOUNDATION ;. d WALL MIN. •"t H 245 BARS, EA. SIDE 2' - 6" PROGRESS: NOW TYFI G L 5 L I� i� 5 5 I O N D E T I L :° = : a ,�- ,d:$ , " o Project Number 21031 AA .ads ` .�, E. 3/4" = 1'-0" f` ' • ° d ° Drawn by SB 245 TOP AND 245 TYP. AT EA. BOTT. OF 1.5 x "T" Checked by SIB CORNER, 6-0" LONG OPENING Date 06.17.21 NOTES: NOTES: 1. SEE TYPICAL STEPPED FOOTING DETAIL FOR REINFORCEMENT 2. IF REQUIRED, FOR ADDITIONAL WALL REINFORCEMENT, SEE TYPICAL 1. OPENING 5IZE AND LOCATIONS SHALL BE SUBMITTED TO ENGINEER FOR REVIEW WALL /SLAB OPENING DETAIL PRIOR TO CONSTRUCTION. TYPICAL CALDETAILS 2. THIS DETAIL APPLIES TO ALL OPENINGS 12" x 12" AND LARGER. DETAIL I5 5IMILAR FOR CIRCULAR OPENINGS 12" VIA. AND LARGER. TYF3:(::oAL 5TF � FTC . AT3. PROVIDE5IMILAR DETAIL AT MULTIPLE PIPE PENETRATIONS WHEN DIMENSIONS OFIF F-/U T I L IT Y PIPE GROUP EXCEEDS 12' IN ANY DIMENSION. PENETRATION TYPICAL kNALL / 5LAE3 OFENING DETAIL 3/4" = 1'-0" S400 7/30/2021 9:15 58 AM 1 of: NE�yY �,`Q,p��, SHEARWALL END P05T, SEE PLAN FOR SIZE. FOR BUR4� 0 BUILT-UP P05T5 OF MULTIPLE PLIES OF LUMBER, SHEARWALL END POST, SEE PLAN FOR SIZE. FOB m NAIL EACH PLY TO THE ADJACENT PLY WITH 12d BUILT-UP POSTS OF MULTIPLE PLIES OF LUMBER, I COMMONS AT 6" o.c. STAGGERED NAIL EACH PLY TO THE ADJACENT PLY WITH 12d I I m ? ! w COMMONS AT b o.c. STAGGERED I I I I �P ? HOEDOWN, SEE PLAN FOR SIZE. A301 THREADED ROD BETWEEN HOEDOWN, SEE PLAN FOR 08$186 FLOORS. MATCH ROD DIAMETER SIZE. FASTEN TO END P05T _x. -• -p �; —x A.x.=f-x' x A301 THREADED ROD BETWEEN FLOORS. ° ' OfiESSipN FASTEN TO END P05T PER a ;- j • 4, MANUFACTURERS FASTENING TO THE HOEDOWN SIZE PER PER MANUFACTURER'S MATCH ROD DIAMETER TO THE HOEDOWN SCHEDULE MANUFACTURER'S REQUIREMENTS FASTENING SCHEDULE SIZE PER MANUFACTURER'S REQUIREMENTS �o - aBCj°o e USE OF ARCHITECTS DOCUMENTS: 0 0000 Z a• $ 4_'• 4 THESE bOCUMENTS PREPARED BYTHE ARCHITECT ARE INSTRUMENTS OF SERVICE < BACK STRUCTURAL / BACK STRUCTURAL / FOR USE SOLELY WITH RESPECT TO THIS I I TIMBERSTRAND L5L RIM BOARD PROJECT,AND SHALL REMAIN THE I I � FALL , , ENGINEERED FILL v FILL % ,. ENGINEERED FILL O <d•, • Z °O ARCHITECTHPROPERTY OALL RETAIN F THE HALL COMMON ITECT. THE /� o o O60 LAW,STATUTORY AND OTHER RESERVED I I I 2x P.T. 5ILL PLATE o o 6 • Qw� J l 'Q o (�/ o RIGHTS INCLUDING THE COPYRIGHT(S).THE H 'a,d ' s Ca88�O Q ° (�8 E90 OWNER SHALL NOT REUSE OR PERMIT THE EMBED ANCHOR IN EPDXY APHE5IVE 00060 00660 REUSE OF THESE DOCUMENTS INCLUDING EMBEDMENT. SEE PLAN FOR EMBEDMENT V-: °p ANY DESIGN&CONSTRUCTION 2x 5QUA5H BLOCK5 WITHIN J0I5TL SEE PLAN FOR J0I5T 5IZE AND SPACING 2x SQUASH BLOCKS (I n ° °0 DEVELOPMENT,CHANGES OR ALTERATIONS 4 DEPTH X <-4" W8 o8 H �8 n'. TWR WRITTEN O THESE DOKNOWLEDGEMENT ANOCUMENTS,WITHOUT E PLENUM. BLOCK SOLID FOR FULL WITHIN JOI5T PLENUM. $._'' IION CONCRETE FOUNDATION WAEL, SEE PLAN UJ LAY SACK TRENCHES A5 AUTHORIZATION OF THE ARCHITECT BLOCK REQUIRED TO PREVENT WIDTH OF POST ABOVE WIDTH O�P05T ABOVE \� "•-.d•.:A' LAY ` '• • ' • - �/ H SLOUGHING IN OF SIDES - < � = HOEDOWN, MATCH 5IZE OF HOEDOWN 4 ,. • y� ;` tr. ; ; BALZER P05T BELOW, MATCH 5IZE OF ( oon °o ABOVE � ' w TYP. 0 —.o _— — °_.: ; .� a o 0�000 / / UNEXGAVATED \ 'e4 0 00�00 P05T ABOVE U.O.N. ON PLAN. SEE i MATERIAL NOTE ABOVE FOR FASTENING --� -I I—p —III III II I II=I1 I �=I=I II I I STRUCTURAL \ / — UNE_—XGAVATED TUCK HOEDOWN INSTALLATION BETWEEN FLOORS ENGINEERED FILL MATERIAL from perspective I II oo ARC TURE —III III—III III—III—III III—III III _2 x _ T- 4G8_ TYPICAL S E Y�l L. L O L D O Y�l 8R4)AF7WAY SA9 ASPRINC:S NY P 51_ 8.580,80,881N 1 —I I I—I I I—I I I—I I II I I-1 I I—I I I—I I—I i FA5TENIN & DETAILS TYPICAL EXCAVATION DETAILS Phyllis OWNER: and Chris Abele 3/4" = 1'-0" 14 Corporate Drive 3/4" = 1'-O" Clifton Park,NY 12065 518.3739613 WALL SHEATHING — NALL 5HEATHING NAIL WALL PLATE TO RIM NAIL WALL PLATE TO FLOOR 5HEATHING BOARD AND J0I5T W/ 16d FLOOR 5HEATHING RIM BOARD AND AT 8" o.c. TO RIM BLOCKING W/ 16d AT WOOD I-JOISTS, SEE WOOD I-JOISTS, SEE 8" o.c. TO RIM Consultant Logo NAIL RIM TO J0I5T W/ 10d FRAMING PLANS FOR 5IZE COMMON DIRECT, TOP AND FRAMING PLANS FOR 5IZE AND 5PAGING GENERAL CONTRACTOR: BOTT. FLANGE AND 5PAGING CONT. RIM BOARD OVER Abele Builders OPENINGS IN SUPPORTING 2X6 (MIN.)AT 16" 0.C,. 14 Corporate Drive CONT. RIM BOARD OVER WALL BELOW. NAIL OR 5GREW Clifton Park,NY 12065 OPENINGS IN SUPPORTING VERT. 2X BLOCKING TO RIM OUTRIGGER, SEE ARCH. FOR 518.373,9613EAVE DETAILS WALL BELOW. NAIL OR 5GREW AT LOCATIONS OF P05T5 SITE/CIVIL ENGINEER: VERT. 2x BLOCKING TO RIM FROM ABOVE Environmental Design Partnership AT LOCATIONS OF POSTS 900 NY-1462065 1 NY,on Park Clifton FROM ABOVE =4 SEE ARCH. FOR FASCIA DETAIL 518ark NY 1 TOENAIL RIM BOARD TOENAIL RIM BOARD TO ALIGN FLOOR JOISTS TO WALL PLATES W/ 16d LVL BLOCKING AT 4'-0" O.G. ADDITIONAL STUDS HOLDOWN (IF REQ'D), SEE PLAN STRUCTURAL ENGINEER WALL PLATES W/ 16d DIRECTLY OVER WALL TOENAILS AT 8" o.c. LIF REQ'D BY PLAN 90o NY-146 TOENAILS AT 8" o.G. STUDS BELOW IN FIRST BAY (1)-5IMP5ON SIPS 5GREW AT 32" SCOTT BUY-146 ME C.C. W/ (Z)-ROWS 16d COMMONS ROOF o Clifton Park,NY 12065 LAP TOP PLATES AT AT 8" O.G. RAFTER, SEE 518.724,0733 NAIL JOIST TO WALL CORNERS AND 2x BLOCKING AT 4'-0" PLATES W/ (2)-10d INTERSECTIONS. SPLICE o.c. IN FIRST JOIST NAIL EA. PLY W/ 10d COMMONS AT 6" o.c. - --COMMONS. LAP TOP TOP PLATES 24" (MIN.)AT 2x STUD WALL, FRAME GABLE BAY. MATCH RAFTERDEPTH PLATES AT CORNERS AND END JOINTS END WALL5 AT CATHEDRAL INTERSECTIONS. SPLICE TOP PLATES 24" (MIN.)AT SPACES WITH FULL HEIGHT 3-5TUD CORNER END JOINTS STUDS TYPICAL EXTERIOR YNALL. DETAILS TYPICAL LADDER FRAMING TATYPICAL —DETAIL 3 STUD CORNER DETAIL 5/4" = 1'-0" 3/4" = 1'-0" 5/4" = 1'-O" ABELE GUEST COTTAGE WD. BEAM LVL BEAM 2x DIAMETER OF THE LARGEST p HOLE (MINIMUM) ASSEMBLY POINT ROAD (4)-GRK-RS5 3/5" DIA. 5GREW5, Ebx4x5/16 LLV, FASTEN LVL I I m ALLOWED HOLE ZONE BLOCKING TO BRACKET No. I Description I Date TO ANGLE WITH 5/8" DIA. LAG BOLT WITH 4" o c �- - _ o 0 THREADED EMBED I I ° o REMOVE INSULATION AT 3- BRACKET LOCATION, PROVIDE • I t BEE ARCH. FOR BRACKET • w I DIMENSIONS AND PROFILE 2x BLOCKING IN INSULATION 0, GUT ONLY ROUND HOLES AND SPACE BEHIND BRACKET I ( 11/3 5Pf`� ALLOWED HOLE ZONE 1/3 SPAN ONLY IN THE CENTER OF BEAM 5IMIr COL. 50NCAP GC05 COLUMN GAP, FASTEN TO I I (4)-GRK-R55 3/8" DIA. 5GREW5, I I COL. CAP PLATE W/ 5IMP50N QUIK DRIVE TOP 8 1/4 I I 5ELF TAPPING 5GREW5 BOTT. 1/4 I I ROUND HOLE CHART BLOCKING TO BRACKET PROGRESS: 1/2" THICK GAP PLATE I ( STEEL COLUMN, SEE PLAN GENERAL NOTES: wIDTH = GREATER OF: COLUMN WIDTH + 1" OR SM. WIDTH BEAM DEPTH MAXIMUM ROUND (2)-2xb POST, EA. 5IDE OF - LENGTH = GREATER OF: COLUMN LENGTH + 3" OR 8" FOR UNIFORMLY LOADED BEAMS ONLY HOLE 5IZE BLOCKING (16" o.c. MAX) Project Number 21031 NOTE: WHERE COLUMN OCCURS AT END STEEL COLUMN, SEE PLAN 5 1/2" AND BELOW -- OF WALL, OR SM. 15 PERPENDICULAR • NO RECTANGULAR HOLES 5 1/2" 1 3/4" Drawn by SB TO WALL, OFFSET COLUMN GAP PLATE A5 REQUIRED NO HOLES IN CANTILEVERS 11 1/4" AND ABOVE 1 2" LVL BEAM AT TOP OF COLUMN LVLSEE ILLUSTRATION FOR ALLOWED HOLE ZONE Checked by SB BEAM AT MIDHEI6HT OF COLUMN TYP . TIMBER BRACKET CONNECTION Date 06.17.21 3/4" = 1'-0" TYPICAL L\/ L BEAM TO STEEL COLUMN AL1_OkNABLE HOLES IN BEAMS AND CONNECTION HEADERS TYPICAL DETAILS 5/4" = 1'-0" 1/4" = 1'-0" S401 7/30/2021 9:15:58 AM I , OWNERSHIP OF DOCUMENTS : 02-SITEWORK AND EARTHWORK : 06a-ROUGH CARPENTRY (CONT.) : 07a-THERMAL PERFORMANCE/ENERGY CONSERVATION 15-PLUMBING THESE DOCUMENTS (DRAWINGS AND SPECIFICATIONS)ARE INSTRUMENTS OF SERVICE AND SHALL 1) SITE CLEARING: PROTECT TREES AND VEGETATION ALONG LENGTH OF CONSTRUCTION DRIVE 3) LAMINATED VENEER LUMBER (LVL) FRAMING SHALL BE LAMINATED DOUGLAS FIR OR SOUTHERN 1 THE CONSTRUCTION OF THIS �E REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE CREATED AND ROADWAY FROM PHYSICAL DAMAGE. COORDINATE WHICH TREES AND VEGETATION ARE TO BE PINE MICROLLAM LVL BY TRUSS-JOIST MEETING THE FOLLOWING MINIMUM AL ) BUILDING SHALL CONFORM K THE CURRENT EDITION OF THE 1)ALL NEW PLUMBING FIXTURES B WELL AS WATER, SOIL AND VENT PIPING SHALL G INSTALLED IN � 3AN1 /O G M ALLOWABLE STRESS ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. � ��' IS EXECUTED OR NOT. THESE DOCUMENTS ARE NOT TO BE USED FOR ANY OTHER PROJECT REMOVED WITH THE ARCHITECT, LANDSCAPE ARCHITECT AND OWNER. PROVIDE TREE AND AREA CRITERIA: STRICT CONFORMANCE WITH THE BUILDING AND/OR RESIDENTIAL AND/OR PLUMBING CODE OF NEW YORK STATE AND ALL OTHER LOCAL CODES HAVING JURISDICTION. WITHOUT WRITTEN AGREEMENT/AUTHORIZATION OF THE ARCHITECT. PROTECTION AND FENCING FOR TREES AT PERIMETER OF CONSTRUCTION AS DESIGNATED BY THE FB (BENDING STRESS) = 2600 PSI 2)VALUES SHOWN ON THE DESIGN CRITERIA TABLE ON SHEET A000 ARE MINIMUM LANDSCAPE ARCHITECT. MAINTAIN THE PROTECTION AND FENCING THROUGHOUT THE FV (HORIZONTAL SHEAR STRESS) = 285 PSI REQUIREMENTS, 2) ARCHITECTURAL : CONSTRUCTION PERIOD. DO NOT STORE MATERIALS OR EQUIPMENT WITHIN THE PROTECTED TREE E (MODULUS OF ELASTICITY) = 1,900,000 PSI 2) NEW NEW MPERED WITH DIELECTRIC UNIONS.METALIC WATER PIPING SHALL BE TYPE'L'COPPER (TYPE'K'WHERE BELOW GRADE OR SLAB), Us DRIP LINE. USE LICENSED ARBORIST FOR TREE DAMAGE REPAIR. FC (COMPRESSION PERPENDICULAR TO GRAIN) = 750 psi 3) THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY SEALED TO LIMIT INFILTRATION. THE �A 1 �t 1)THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE DIRECTION/ SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL 3 X WATER PIPING SHALL BE ASTM F876 AND ASTM F 877 CROSS-LINKED POLYETHYLENE 1/2" F NEW PE 088E SUPERVISION OF THE UNDERSIGNED AND TO THE UNDERSIGNED'S KNOWLEDGE, INFORMATION AND 2) REMOVE TREES, SHRUBS, GRASS AND OTHER VEGETATION, IMPROVEMENTS, OR OBSTRUCTIONS 4)TJI JOISTS SHALL BE DESIGNED AND MANUFACTURED TO THE STANDARDS SET FORTH IN THE EXPANSION AND CONTRACTION. N THE FOLLOWING SHALL BE CAULKED, GASKETED, DIAMETER PLASTIC HOT AND COLD WATER DISTRIBUTION SYSTEM TUBING. PROVIDE CONTINUOUS OF N�� BELIEF AND MEET THE REQUIREMENTS SET FORTH BY THE BUILDING CODE OR RESIDENTIAL CODE AS INDICATED OR WHICH ARE IN DIRECT CONFLICT WITH NEW CONSTRUCTION. REMOVAL INCLUDES INTERNATIONAL CODE COUNCIL REPORT NO. E3R-1153 BY TRUSS JOIST. WEATHERSTRIPPED OR OTHERWISE SEALED WITH AN AIR BARRIER MATERIAL, SUITABLE FILM OR HOME-RUN OF NEW YORK STATE AND THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK DIGGING OUT STUMPS AND ROOTS.ALL DEBRIS SHALL BE REMOVED FROM SITE. ( ) LENGTH TUBING WHEN INSTALLING UNDER OR WITHIN A SLAB AND WHERE FEASIBLE FOR SOLID MATERIAL: ALL JOINTS, SEAMS AND PENETRATIONS; OPENINGS BETWEEN WINDOW AND OTHER LOCATIONS. seal: STATE 5) TJI JOISTS, IF STORED PRIOR TO INSTALLATICN , SHALL BE PROTECTED FROM THE WEATHER. DOOR ASSEMBLIES AND THEIR RESPECTIVE JAMBS AND FRAMING; UTILITY PENETRATIONS; USE OF ARCHITECTS DOCUMENT 3) INSTALL EROSION AND SEDIMENTATION CONTROLS ALONG THE PERIMETER OF CONSTRUCTION THEY SHALL BE HANDLED WITH CARE SO THEY ARE NOT DAMAGED. TJI JOISTS SHALL BE DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE; KNEE WALLS; 2)THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE ACTS OF OMISSIONS OF THE CONTRACTOR AS REQUIRED. MAINTAIN THE CONTROLS THROUGHOUT THE CONSTRUCTION PERIOD. INSTALLED IN ACCORDANCE WITH THE PLANS, AND ANY TRUSS JOIST DRAWINGS AND AND CEILIN HTUB WALLS 4)ALL PIPING EXPOSED IN UN-HEATED SPACES OR LOCATED IN EXTERIOR WALLS SHALL BE PROPERLY THESE TARE INSTRUMENTS TRUMENTSO BY THE SERVICE CEILINGS SEPARATING A GARAGE FROM CONDITIONED SPACES; BEHIND BATHTUBS AND INSULATED. ARCHITECT ARE INSTRUMENTS OF SERVICE OR ANY SUB-CONTRACTOR OR ANY OF THE CONTRACTOR'S OR SUB-CONTRACTOR'S EMPLOYEES OR INSTALLATION SUGGESTIONS. TEMPORARY CONSTRUCTION LOADS THAT CAUSE STRESSES SHOWERS ON EXTERIOR WALLS; ATTIC OPENINGS; RIM JOIST JUNCTIONS; SILL PLATES AND FOR USE SOLELY WITH RESPECT TO THIS AGENTS, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. 4)THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS REQUIRED TO COMPLETE BEYOND DESIGN LIMITS ARE NOT PERMITTED. HEADERS. ARCHITECT SHALL RETAIN ALL COMMON PROJECT,AND SHALL REMAIN THE 5) PROVIDE STRUCTURAL METAL CONNECTORS/SLEEVES WHERE ANY INSTALLED PIPING PENETRATES PROPERTY OF THE ARCHITECT, THE EXCAVATING, FILLING, BACK-FILLING AND GRADING AS REQUIRED OR SPECIFIED HEREIN. JOISTS, STUDS ETC, ; AS MANUF. BY'SIMPSON STRONG-TIES' (SS SERIES) OR EQUAL AS APPROVED LAW,STATUTORY AND OTHER RESERVED 3)THE ARCHITECT IS NOT RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION NOR 6) FLOOR SHEATHING: APA RATED SHEATHING, 3/4"APA RATED PANELS,TONGUE AND GROOVE, 4) FOAM PLASTIC SHALL BE PERMITTED TO BE SPRAY APPLIED TO A SILL PLATE, HEADER,AND RIM BY ARCHITECT. C . RIGHTS INCLUDING THE R ).THE FOR SAFETY ON THE JOBSITE, AND THAT THESE RESPONSIBILITIES ARE INTENDED TO BE AND TO 5) PLACE FOOTINGS AND OTHER SLABS ON GRADE ON COMPACTED CUT OR FILLED SURFACES SPAN RATING AS REQUIRED TO SUPPORT SPACNG INDICATED; EXPOSURE DURABILITY 1; SANDED. JOISTS WITHOUT THE THERMAL BARRIER AS SPECIFIED IN THE RESIDENTIAL CODE OF NEW YORK owNERSHALLNOTREuSE REUSE OR PERMIT THE REMAIN SOLELY THOSE OF THE GENERAL CONTRACTOR. EXCEPT THAT, IF ROCK IS ENCOUNTERED, EXCAVATE SO AS TO PROVIDE FOR INDICATED THICKNESS INSTALL LONG PANEL EDGE PERPENDICULAR 70 THE SUPPORT FRAMING MEMBER. FASTEN TO STATE, SECTION 314.4 SUBJECT TO ALL OF THE FOLLOWING: REUSE OF THESE DOCUMENTS INCLUDING 6)ALL NEW BATH FIXTURE TYPES/STYLES/COLORS SHALL BE AS SELECTED BY THE OWNER. ANY DESIGN&CONSTRUCTION OF GRANULAR SUB-BASE BETWEEN UNDERSIDE OF SLABS ON GRADE AND ROCK AND A MINIMUM FLOOR FRAMING WITH 10d RING SHANK NAILS AND SUBFLOOR ADHESIVE. NAIL SPACING 6"OC AT MAXIMUM THICKNESS OF THE FOAM PLASTIC SHALL BE 3-1/4 INCHES DEVELOPMENT,CHANGES OR ALTERATIONS TO THESE DOCUMENTS,WITHOUT THE 01-GENERAL : OF 18" OF COMPACTED GRAVEL FILL BETWEEN FOOTINGS AND ROCK. FLOOR DIAPHRAGM PANEL EDGES,AND ALONG BRACING LINES,AND 12"OC AT INTERMEDIATE 0 DENSITY OF THE FOAM PLASTIC SHALL BE IN THE RANGE OF 0.5 TO 2.0 POUNDS PER CUBIC 7) PROVIDE PRESSURE REDUCING VALVE, IF REQUIRED, TO REGULATE INCOMING WATER SERVICE TO WRITTEN ACKNOWLEDGEMENT AND 1) CONTRACTOR SHALL PERFORM ALL WORK IN COMPLIANCE WITH ALL APPLICABLE CODES, CODE 6) BACKFILLING: USE EARTH, FREE FROM WASTE AND OBJECTIONABLE MATTER, AND STONES NOT FRAMING MEMBERS AND BLOCKING FOOT MAXIMUM 80PSI; MINIMUM PRESSURE SHALL BE 40PSI AUTHORIZATION OF THE ARCHITECT FOAM PLASTIC SHALL HAVE A FLAME SPREAD INDEX OF 25 OR LESS AND AN ACCOMPANYING AMENDMENTS, STANDARDS, ORDINANCES, RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED OVER 1/2 CU.FT. ; PLACE BACKFILL IN UNIFORM HORIZONTAL LAYERS 12" DEEP AND PUDDLE,TAMP 7) ROOF SHEATHING: APA RATED SHEATHING, 5/8"APA RATED PANELS,TONGUE AND GROOVE, SMOKE DEVELOPED INDEX OF 450 OR LESS WHEN TESTED IN AC CORDANCE WITH ASTM E 84 8) PROVIDE FREEZEPROOF ANTI-SIPHON BRONZE HOSE BIBBS WHERE SHOWN; IF NOT SHOWN, TO THE FOLLOWING: OR ROLL AS REQUIRED TO MAKE SOLID AND COMPACT TO MINIMUM DENSITY OF 95%. SPAN RATING AS REQUIRED TO SUPPORT SPACING INDICATED; EXPOSURE DURABILITY I LOCAL ZONING ORDINANCES PROVIDE AT FOUR LOCATIONS ON THE HOUSE AS DIRECTED BY ARCHITECT, HOSE BIBBS SHALL NOT BALZER BUILDING AND/OR RESIDENTIAL CODE OF NEW YORK STATE 03-CONCRETE 8)WALL SHEATHING: APA RATED SHEATHING, 7/16"APA RATED PANELS, SPAN RATING AS 5)AIR SEALING AND INSULATION, BUILDING ENVELOPE AIR BARRIER AND INSULATION BE SUPPORTED BY PEX TUBING. PROVIDE ANCHORING AS REQUIRED TO PREVENT STRAIN ON PEX INSTALLATION SHALL BE DEMONSTRATED TO COMPLY AS SPECIFIED WITH TABLE R402.4.1.1 AND TUBING LOCAL BUILDING DEPARTMENT REQUIREMENTS REQUIRED TO SUPPORT SPACING INDICATED; EXPOSURE DURABILITY I SECTION R402.4.1.2: TUCK NATIONAL ELECTRIC CODE 1) ALL POURED CONCRETE FOOTINGS AND FOUNDATION WALLS SHALL HAVE A MINIMUM 9 PROVIDE GAS HOOKUP FOR EQUIPMENT NATIONAL FIRE PROTECTION ASSOCIATION ) Q ENT INCLUDING GAS FIREPLACES, OUTDOOR BARBEQUE AND from your perspective COMPRESSIVE STRENGTH OF 3,000 POUNDS PER SQUARE INCH AT 28 DAYS WITH A 3"-5"SLUMP, 0.55 9) ALL LIGHT GAGE METAL CONNECTORS SHALL.BE AS MANUFACTURED BY SIMPSON STRONG-TIE TESTING; THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING RANGE AS REQUIRED. MAXIMUM WATER CEMENT RATIO, 4%-6%ENTRAINED AIR, ALL AGGREGATE SHALL BE QUARRIED OR APPROVED EQUIVALENT. INSTALL CONNEC--ORS IN STRICT ACCORDANCE WITH AN AIR LEAKAGE RATE NOT EXCEEDING 3 AIR CHANGES PER HOUR IN CLIMATE ZONE 6a. ARCHITECTURE 2) CONTRACTOR SHALL COMPLY WITH THE NYS BUILDING CODE SAFETY OF PUBLIC AND PRIVATE CRUSHED STONE UNIFORMLY GRADED AND CONFORM TO A.S.T.M. C33. MANUFACTURER'S WRITTEN DIRECTIONS. TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES 10) ALL CIRCULATING SERVICE HOT WATER PIPING SHALL BE INSULATED TO AT LEAST R-2. PROPERTY DURING CONSTRUCTION OPERATIONS. W.G. (50 PASCALS)AS VERIFIED USING INSTRUMENTS AND PROCEDURES SPECIFIED IN CIRCULATING HOT WATER SYSTEMS SHALL INCLUDE AN AUTOMATIC OR READILY ACCESSIBLE MANUAL 2)ALL REINFORCING STEEL SHALL CONFORM TO THE CURRENT REQUIREMENTS OF A.S.T.M. A-615-60 10) PLACE HORIZONTAL MEMBERS CROWN SIDE:UP a6a s>roAL�wAY saw0.8818 pawcs.NY AHALL DEMONSTRATE TRA THE TEST SHALL BE CONDUCTED BY A QUALIFIED PERSON, WHO SWITCH THAT CAN TURN OFF THE HOT WATER CIRCULATING PUMP WHEN THE SYSTEM IS NOT IN USE. r slssea.aale 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTION EXCEPT AS FOLLOWS :WELDED WIRE FABRIC-A,S.T.M.A185, 6X6-W2.0 X W2.0 (FLAT SHEETS ONLY), SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE CODE ENFORCEMENT _APPROVALS REQUIRED FOR THE CONSTRUCTION AND OCCUPANCY OF THE STRUCTURE DEFORMED REINFORCING BARS:ASTM A615 GRADE 60, ANCHOR BOLTS: ASTM A307. 11) CONSTRUCT LOAD BEARING FRAMING AND CURB MEMBERS FULL LENGTH WITHOUT SPLICES, OFFICIAL FOR THE CONDUCT OF SUCH TESTS. TESTING SHALL OCCUR AFTER ROUGH IN 15-MECHANICAL/HVAC : AND AFTER INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE, INCLUDING OWNER : 4)THE CONTRACTOR SHALL EFFECT AND MAINTAIN INSURANCE (CONTRACTORS LIABILITY, 3) INTERIOR SLABS-ON-GRADE: 12) NO SPLIT OR WARPED LUMBER WILL BE ACCEPTABLE FOR ANY CONSTRUCTION PURPOSE. PENETRATIONS FOR UTILITIES, PLUMBING, ELECTRICAL, VENTILATION AND COMBUSTION 1)THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DESIGN AND Phyllis&Chris Abele WORKMANS COMPENSATION, COMPLETED OPERATIONS ETC. )ADEQUATE FOR THE PURPOSES OF 3500 PSI, 28 DAY COMPRESSIVE STRENGTH, 0.5 MAXIMUM WATER CEMENT RATIO, 0-5% LAYOUT OF THE APPLIANCES. HVAC SYSTEM FOR THE ARCHITECTS APPROVAL 14 Corporate Drive THIS PROJECT AND SHALL FURNISH PROOF OF THE SAME TO THE OWNER PRIOR TO COMMENCING ENTRAINED AIR, 4" MAXIMUM SLUMP. PROVIDE STEEL TROWEL FINISH ON ALL INTERIOR 13)ALL DIMENSIONS SHOWN ON DRAWINGS ARE ACTUAL STUD-STUD DIMENSIONS U.N.O. ALL Clifton Park,NY 12065 - - WORK. CONCRETE SLABS NAILING SHALL CONFORM TO STANDARD SCHEDULE IN THE MANUAL OF THE N.Y.S. BUILDING DUE TO THE ENERGY CODE REQUIREMENT OF NEW HOMES HAVING AN ACH 50 TEST 2) PROVIDE A ZONED HEATING AND AIR CONDITION SYSTEM TO SERVE ALL AREAS OF THE HOUSE. 518.373.9613 5) EACH SUBCONTRACTOR SHALL SUBMIT A COPY OF HIS/HER INSURANCE COVERAGE (WORKMANS EXTERIOR SLABS-ON-GRADE: CONSTRUCTION CODE AND AS PER METAL CONNECTOR MANUFACTURERS' RECOMMENDATIONS. MAXIMUM OF 3 AIR CHANGES PER HOUR, WHOLE-HOUSE VENTILATION IS REQUIRED PER HEATING AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUAL J OR SECTION R303.4. THE AIRFLOW RATE OF THE WHOLE-HOUSE VENTILATION SYSTEM MUST SIMILAR SECTION OF THE RESIDENTIAL CODE OF NEW YORK STATE. COMPENSATION, LIABILITY, DISABILITY ETC. )TO THE GENERAL CONTRACTOR (AND MAKE AVAILABLE 4000 PSI, 28 DAY COMPRESSIVE STRENGTH, 0.45 MAXIMUM WATER CEMENT RATIO, 4%-6% 14) GALVANIZE ALL HARDWARE AND FASTENERS,EXPOSED TO WEATHER. COMPLY WITH 2O15 IRC SECTION M1507.3 AND MUST PROVIDE OUTDOOR AIR. WHOLE- UPON REQUEST TO THE OWNER) PRIOR TO COMMENCING WORK. EACH SUBCONTRACTOR SHALL ENTRAINED AIR, 4" MAXIMUM SLUMP. PROVIDE BROOM FINISH ON ALL EXTERIOR CONCRETE HOUSE MECHANICAL VENTILATION AIRFLOW RATE SHOULD BE A MIN. OF 60CFM. 3) HVAC CONTRACTOR SHALL PROVIDE LOW VOLTAGE CONTROLS SUBMIT LIEN RELEASES FOR ALL RELATED MATERIAL&LABOR PRIOR TO FINAL PAYMENT REQUEST. SLABS. 06d-TIMBER FRAMING VISUAL INSPECTION OPTION: BUILDING ENVELOPE TIGHTNESS AND INSULATION INSTALLATION 4) HVAC CONTRACTOR SHALL PROVIDE AND DUCT IN-LINE EXHAUST FAN FOR EACH BATHROOM 6)THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY EXISTING CONDITIONS AND FAMILIARIZE 4)ALL STRUCTURAL CONCRETE MEMBERS SHALL BE POURED FOR THEIR FULL DEPTH IN ONE SHALL BE CONSIDERED ACCEPTABLE WHEN THE ITEMS LISTED IN TABLE 402.4.2, APPLICABLE TO THEMSELF WITH THE INTENT OF THE DRAWINGS. ANY DISCREPANCY BETWEEN THE DRAWINGS AND OPERATION ; ALL CONSTRUCTION JOINTS (I.E. DAYS POUR) SHALL BE LOCATED IN THE MIDDLE 1) THE TYPE AND SIZE OF JOINERY WORK DETAILED ON THE DRAWINGS IS INTENDED TO DEFINE THE METHOD OF CONSTRUCTION,ARE FIELD VERIFIED. WHERE REQUIRED BY THE CODE HVAC CONTRACTOR SHALL PROVIDE VENT FOR CLOTHES DRYER(S)TO LOCATIONS APPROVED BY THE EXISTING CONDITIONS MUST BE REPORTED TO THE ARCHITECT OR OWNER PRIOR TO START OF THIRD OF THE MEMBER SPAN. THE RELATIONSHIP OF THE FRAMED MEMBERS AND SHOW A FEASIBLE METHOD OF CONNECTION. ENFORCEMENT OFFICIAL,AN APPROVED PARTY INDEPENDENT FROM THE INSTALLER OF THE ARCHITECT RCHITECT CONSTRUCTION. THE CONTRACTOR SHALL INCLUDE IN HIS/HER WORK THE EFFECT OF ALL EXISTING ALTERNATE DETAILS MAY BE USED IF SUCH DETAILS ARE SUBMITTED TO THE ENGINEER FOR INSULATION SHALL INSPECT THE AIR BARRIER AND INSULATION CONDITIONS. 5)ALL READY-MIX CONCRETE SHALL CONFORM TO ASTM C 94: REVIEW AND ACCEPTANCE GRANTED. HOWEVER, THE ENGINEER SHALL BE THE SOLE JUDGE OF 6) HVAC CONTRACTOR SHALL INSTALL KITCHEN EXHAUST FAN, DUCTWORK AND TERMINATION TO GENERAL CONTRACTOR: ACCEPTABILITY. THE TIMBER FRAME CONTRACTOR SHALL NOTIFY THE ENGINEER WHERE 07a-THERMAL PERFORMANCE/ENERGY CONSERVATION (CONT.) : LOCATION SHOWN ON DRAWINGS Abele Builders 7)THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS AND 04-MASONRY :JOB CONDITIONS PRIOR TO CONSTRUCTION AND SHALL REPORT TO THE ARCHITECT FOR FURTHER DETAILING OR CLARIFICATION IS REQUIRED TO PROPERLY COMPLETE THE WORK. 14 Corporate Drive 7 ALL NEW MECHANICAL PIPING/DUCTWORK DESIGN, EQUIPMENT AND INSTALLATIONS SHALL Clifton Park,NY 12065 6) RECESSED LUMINARIES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO ) RESOLUTION PRIOR TO COMMENCEMENT OF WORK, ANY DISCREPANCIES OR OMISSIONS WHICH 1)ALL MASONRY CONSTRUCTION SHALL COMPLY WITH SPECIFICATION FOR MASONRY STRUCTURES, 2)THE TIMBER FRAME CONTRACTOR IS FREE TO USE ANY JIG, POWER TOOL, OR OTHER AID TO LIMIT AIR LEAKAGE BETWEEN CONDITIO NED AND UNCONDITIONED SPACES. ALL RECESSED COMPLY WITH THE BUILDING AND/OR RESIDENTIAL AND/OR MECHANICAL AND/OR FUEL GAS CODE OF 518.373.9613 WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK. ACI 530.1-,05/ASCE 6-05/TMS 602-05. REPORTED BY THE MASONRY STANDARDS JOINT COMMITTEE. CUT JOINTS AS LONG AS THE WORK IS DONE IN A CRAFTSMANLIKE MANNER AND THE FINISHED LUMINARIES SHALL BE IC-RATED AND LABELED AS MEETING ASTM E 283 WHEN TESTED AT 1.57 PSF NEW YORK STATE, ALL LOCAL CODES AND ALL APPLICABLE N.F.P.A. ASHRAE AND SMACNA SITE/CIVIL ENGINEER: WORK SHOWS NO MARKS INAPPROPRIATE TO A TRADITIONAL TIMBER FRAMED BUILDING. JOINTS PRESSURE DIFFERENTIAL WITH NO MORE THAN 2.0 CFM OF AIR MOVEMENT FROM THE CONDITIONED>TANDARDS. Environmental Design Partnership 8) DO NOT SCALE DRAWINGS, CONTRACTOR RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS 2) MORTAR SHALL BE PORTLAND CEMENT TYPE 'M'OR'S'. (ASTM C270) SHALL BE HAND PARED WITH CHISEL OR PLANED TO EXACT SIZE. JOINERY PRIOR TO CONSTRUCTION. SHALL NOT BE SPACE TO THE CEILING CAVITY. ALL RECESSED LUMINARIES SHALL BE SEALED WITH A GASKET OR 900 NY 146 MODIFIED IN ANY WAY FOR THE CONVENIENCE OF USING A PARTICULAR POWER TOOL, JIG, OR CAULK BETWEEN THE HOUSING AND THE INTERIOR WALL OR CEILING COVERING. 8) PROVIDE FIRE-DAMPERS IN ALL DUCTWORK WHERE PENETRATING NEW AND/OR EXISTING RATED Clifton Park,NY 12065 9)THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY ERRORS, OMISSIONS, 3) GROUT SHALL BE ASTM C470, FINE GROUT, COMP. STRENGTH OF 2500psi, 8"- 10"SLUMP. OTHER DEVISE. WALLS/PARTITIONS/SEPARATIONS AND AS REQUIRED BY CODE. 518.371.7621 7) CLASS I OR II VAPOR RETARDERS ARE REQUIRED ON THE INTERIOR SIDE OF FRAME WALLS IN STRUCTURAL ENGINEER CONFLICTS OR AMBIGUITIES IN AND BETWEEN THE PLANS, DRAWINGS AND SPECIFICATIONS PRIOR 4) PROVIDE CAULKING/SEALANT AT ALL JOINTS BETWEEN MASONRY AND WINDOW/DOOR FRAMES/ 3)THE ENGINEER RESERVES THE RIGHT TO REJECT ANY COMPONENT HAVING POORLY ZONES 5 AND 6 FOR ALL ABOVE GRADE FRAMED WALLS AND FLOORS AND IL 9 ALL DUCTS AIR HANDLER A N CEILINGS WHERE THE ) S, AND FILTER BOXES SHALL BE SEALED. JOINTS AND SEAMS SHALL SB Engineering PLLC TO PROCEEDING WITH THAT PORTION OF THE WORK. IF SUCH NOTICE IS NOT FURNISHED TO THE CASINGS/TRIM. FASHIONED JOINTS WEAKENED BY KNOTS OR DEFECTS, OR ANY OTHER WORK NOT DONE IN A FRAMED CAVITY IS NOT VENTILATED TO ALLOW MOISTURE TO ESCAPE. COMPLY WITH SECTION M1601.3.1 OF THE RESIDENTIAL CODE OF NEW PORK STATE. SECTION 900 NY-146 ARCHITECT,THE CONTRACTOR SHALL BE DEEMED TO HAVE INSPECTED THE PLANS, DRAWINGS AND CRAFTSMANLIKE MANNER. COMP Clifton Park,NY 12065 SPECIFICATIONS AND HAS FOUND THEM IN PROPER FORM FOR EXECUTION. 5) CONCRETE BLOCK: ASTM .3 DUCT TIGHTNESS SHALL BE VERIFIED BY EITHER OF THE FOLLOWING:C90, NORMAL WEIGHT HOLLOW LOAD BEARING UNITS. EXCEPTIONS: POST CONSTRUCTION TEST: LEAKAGE VERIFIED OUTDOORS SHALL BE LESS THAN OR EQUAL TO 8cfm 518,724.0733 4) NO FINISHED PIECE SHALL HAVE BEEN PATCHED, GLUED, NAILED OR OTHERWISE REPAIRED, PER 100sf OF CONDITIONED FLOOR AREA OR A TOTAL LEAKAGE LESS THAN OR EQUAL TO 12cfm 10) EACH CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY 6) HORIZONTAL JOINT REINFORCING:TRUSS OR LADDER TYPE, 9-GAUGE WELDED STEEL WIRE PER UNLESS SPECIFIED, WHERE SUCH WORK WILL EE SEEN IN THE ASSEMBLED FRAME, OR WHERE 1. BASEMENT WALLS PER 100sf OF CONDITIONED D OHED FLOOR AREA WHEN TESTED AT A PRESSURE DIFFERENTIAL OF 0.1 ON THE JOB SITE DURING THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS& ASTM A82. PROVIDE HOT DIP GALVANIZED FINISH TO COMPLY WITH ASTM C153, CLASS B-2 COATING SUCH WORK WILL COMPROMISE THE STRUCTURAL INTEGRITY OF THE ASSEMBLED TIMBER 2. . BELOW-GRADE PORTION OF ANY WALL INCHES W.G.ACROSS THE ENTIRE SYSTEM, INCLUDING THE MANUFACTURER'S AIR REQUIREMENTS OF O.S.H.A. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING : (1.5 oz/sf). INSTALL @ 16"oc FRAME. HANDLER PROVIDING FOR ADEQUATE&PROPER BRACING, SAFETY RAILINGS, BARRICADES, GUARDS, SECURE 3. CONSTRUCTION WHERE MOISTURE OR ITS FREEZING WILL NOT DAMAGE THE MATERIALS. ENCLOSURE. ALL REGISTER BOOTS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. FOOTINGS FOR TEMPORARY SCAFFOLDING OR STAIRS, WARNING LIGHTS&SIGNS. CLASS III VAPOR RETARDERS SHALL BE PERMITTED WHERE THE FOLLOWING CONDITIONS ARE ROUGH-IN TEST: TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 6cfm PER 100sf OF 05-STRUCTURAL STEEL : 5) MORTISE AND TENON JOINTS SHALL BE CUT SO THAT THERE IS A MINIMUM OF 1/4"CLEARANCE MET:VENTED CLADDING OVER FIBERBOARD or VENTED CLADDING OVER GYPSUM or INSULATED CONDITIONED FLOOR AREA WHEN TESTED AT A PRESSURE DIFFERENTIAL OF 0.1 INCHES W.G. 11) CONTRACTOR SHALL PROVIDE ALL MATERIALS, PERFORM ALL WORK AND INSTALL ALL BETWEEN THE TENON END AND THE BACK OF THE MORTISE TO ALLOW FOR SHRINKAGE. ON SHEATHING WITH R-VALUE > 7.5 OVER 2X4 WALL or INSULATED SHEATHING WITH R-VALUE > 11.25 ACROSS THE ROUGHED IN SYSTEM, INCLUDING THE MANUFACTURERS AIR HANDLER MATERIALS IN ACCORDANCE WITH RECOGNIZED GOOD STANDARD PRACTICE. CONTRACTOR IS 1) THE STRUCTURAL STEEL FRAMING AND DETAILING SHALL CONFORM TO THE REQUIREMENTS OF THROUGH MORTISES, THE TENON SHALL BE 1/4"SHORTER THAN THE MORTISE. FOR TENONS OVER 2X6 WALL ENCLOSURE. ALL REGISTER BOOTS SH ALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. THE A.I.S.C. SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR LONGER THAN 4",THE TENON SHALL BE SHORTENED PROPORTIONATELY TO ALLOW FOR IF THE AIR HANDLER IS NOT INSTALLED AT THE TIME OF THE TEST, TOTAL LEAKAGE SHALL BE LESS THE TECHNIQUES OF CONSTRUCTION AND FOR COORDINATION OF THE WORK OF ALL TRADES. RESPONSIBLE FOR INFORMATION THAT PERTAINS SOLELY THE FABRICATION PROCESS OR TO BUILDINGS, LATEST EDITION. INCREASED SHRINKAGE. NOTE: SPRAY FOAM INSULATION WITH A MINIMUM DENSITY OF 2lbs/ft APPLIED TO THE INTERIOR CAVITY THAN OR EQUAL TO 4cfm PER 100sf OF CONDITIONED FLOOR AREA, SIDE OF OSB, PLYWOOD, FIBERBOARD, INSULATING SHEATHING OR GYPSUM IS DEEMED TO MEET THE 12)ANY DEVIATIONS FROM THE ARCHITECTS DOCUMENTS MUST BE SUBMITTED TO THE ARCHITECT 2)ALL STRUCTURAL STEEL SHALL BE AS FOLLOWS: 6)ALL TENONS, EXCEPT THROUGH TENONS, SHALL BE TAPERED FROM BASE TO TIP ON ALL NON- INSULATING SHEATHING REQUIREMENT WHERE THE SPRAY FOAM R-VALUE MEETS OR EXCEEDS THE EXCEPTION: A DUCT AIR LEAKAGE TEST SHALL NOT BE REQUIRED WHE RE THE DUCTS AND AIR IN WRITING& DETAIL FORM FOR APPROVAL PRIOR TO COMMENCEMENT/CONTINUATION OF WORK. ROLLED STEEL PLATES: ASTM A 36. ROLLED STEEL SHAPES: ASTM A 992, GRADE 50 BEARING SIDES APPROXIMATELY 1/16". ALL TENONS SHALL HAVE A 1/4"CHAMFER ON ALL END SPECIFIED INSULATING SHEATHING R-VALUE. HANDLERS ARE LOCATED ENTIRELY WITHIN THE BUILDING ENVELOPE. TUBULAR STEEL: ASTM A 500, GRADE B. GRAIN EDGES; NO CHAMFERING IS PERMITTED ON SIDE EDGES. 13)ALL DISTURBED AREAS TO BE REPAIRED IN KIND. STEEL PIPE:ASTM A 501 OR A 53, TYPE E OR S, GRADE B. 10) BUILDING FRAMING CAVITIES SHALL NOT BE USED AS SUPPLY DUCTS. ELECTRODES: E70 SERIES. 7)ALL JOINERY SHALL BE ACCURATELY CUT SO AS TO MAKE A NEAT AND SNUG FIT, - 14) MINOR ITEMS SUCH AS PATCHING, BLOCKING, TRIM, ETC., SHALL BE PERFORMED AS REQUIRED BOLTS: PER DRAWING DETAILS. 11) OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT TO MAKE THE WORK COMPLETE WHETHER SHOWN OR NOTED ON THE DOCUMENTS OR NOT. SHOP PAINTING: FABRICATORS STANDARD RUST-INHIBITIVE PRIMER 8) THE HALVED FACES OF SCARFS AND THE HOUSING OF SHOULDERED MORTISES SHALL BE CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING SURFACE PREPARATION- SSPC SP-3 FOR INTERIOR STEEL TO RECEIVE STANDARD HOLLOWED OUT IN AN AMOUNT REQUIRED TO CREATE FULL BEARING ONCE THE MEMBER HAS 15) NO NOTE OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM THE PRIMER; SSPC SP-6 FOR STEEL TO RECEIVE HOT DIPPED GALVANIZED FINISH. REACHED EQUILIBRIUM WITH THE MOISTURE CONTENT OF THE ATMOSPHERE IN THE FINISHED 16-ELECTRICAL :EXECUTION OF ALL WORK IN ACCORDANCE WITH ALL STATE AND/OR LOCAL CODES, BELOW GRADE COATING: COAL TAR EPDXY, TNEMEC 46H-413 OR ACCEPTED EQUIVALENT. BUILDING. 3) ALL SHOP CONNECTIONS SHALL BE WELDED OR BOLTED. BOLTS TO BE 3/4"DIAMETER A.S.T.M. 9) EXAMINE AND VERIFY THE ACCURACY OF FOUNDATION CONDITIONS AND BEARING SUPPORTS 1)ALL ELECTRICAL WORK, MATERIALS AND METHODS OF INSTALLATION SHALL BE IN STRICT ABE LE GUEST 16) CONTRACTOR SHALL MAINTAIN THE SITE IN A SAFE, CLEAN AND ORDERLY FASHION FOR THE A-325 AND MEET A.I.S.C. SPECIFICATIONS. WELDS TO BE E-7018(LOW HYDROGEN ELECTRODES) UNDER WHICH THE TIMBER WORK SHALL BE PERFORMED. DO NOT PROCEED WITH THE WORK CONFORMANCE WITH THE REQMTS OF THE BUILDING AND/OR RESIDENTIAL CODE OF NEW YORK CONSTRUCTION DEBRIS TO BE REMOVED SHALL BE DISPOSED OF REGULARLY AT A LEGAL OFFSITE HAVING JURISDICTION, ALL LOCAL CODES AND ANY/ALL REGULATIONS OF THE LOCAL UTILITY DURATION OF THE CONSTRUCTION PERIOD.ALL MATERIAL(CONCRETE, FILL,WOOD, ETC.,) AND AND MEET A.I.S.C. SPECIFICATIONS. UNTIL ALL UNSATISFACTORY CONDITIONS ARE CORRECTED. STATE,THE NATIONAL ELECTRIC CODE (N.E.C.), N.F.P.A.,THE FIRE INSURANCE RATING ORGANIZATION COTTAG E WASTE FACILITY. 4)ALL WELDING TO BE DONE BY LICENSED WELDERS. 10) ERECT TIMBER FRAMING TRUE AND PLUMB. SET MEMBERS ACCURATELY TO LINES AND COMPANY, ALL MATERIALS AND EQUIPMENT SHALL BEAR THE LABEL OR APPROVAL OF THE UNDERWRITERS LABORATORIES INC. UNDERWRITERS CERTIFICATION SHALL BE DELIVERED TO THE ASSEMBLY FROM WORK DONE BY THE CONTRACTOR ON THE SITE.THE CONTRACTOR SHALL HOLD THE OWNER HARMLESS AGAINST ANY AND ALL CLAIMS ARISING ELEVATIONS INDICATED ON THE DRAWINGS. THE ASSEMBLED TIMBER FRAME SHALL BE LY POINT ROAD 5)ALL STEEL DETAILS SHALL BE DESIGNATED TO CONFORM TO ARCHITECTURAL REQUIREMENTS. REASONABLY STRAIGHT, PLUMB, LEVEL, AND SQUARE. ALL JOINTS SHALL BE REASONABLY TIGHT, OWNER PRIOR TO FINAL ACCEPTANCE OF THE WORK. FR 6)ALL END CONNECTIONS SHALL BE FULL STRENGTH CONNECTIONS CAPABLE OF RESISTING THE 11)ALL JOINTS THAT REQUIRE PEGGING SHALL HAVE PEGS DRIVEN UNTIL SNUG OR FLUSH. PEGS 2) THE CONTRACTOR SHALL PROVIDE/INSTALL NEW U.L. APPROVED SMOKE/HEAT DETECTORS AS No.1 Description 1 Date REQUIRED BY CODE. NEW DETECTORS WHERE INDICATED ON THE DRAWINGS SHALL BE'HARD-WIRED' 01-GENERAL STRUCTURAL : MAXIMUM UNIFORM LOAD ON THE SPECIFIC BEAM AND SPAN. SHALL PROTRUDE 1 - 2 INCHES ON BOTH SIDES OF TIMBER EXCEPT WHERE THEY SHOULD BE INTO THE ELECTRICAL SYSTEM ( 120 V SUPPLY)WITH BATTERY BACK-UPS. FLUSH AS DIRECTED. BROKEN PEGS SHALL BE REMOVED AND REPLACED. PEGS WITH ALL MATERIALS AND CONSTRUCTION SHALL MEET THE PROVISIONS OF THE 2020 RESIDENTIAL 7) SHOP PRIME STRUCTURAL STEEL MEMBERS. DO NOT PRIME SURFACES THAT WILL BE MUSHROOMED HEADS SHALL BE CUT OFF BELOW THE DEFORMED PORTION. 1) 3)THE ELECTRICAL CONTRACTOR SHALL, IF APPLICABLE, VERIFY BEFORE CONSTRUCTION THE SPACE FIREPROOFED, FIELD WELDED OR IN CONTACT WITH CONCRETE.CODE OF NEW YORK STATE. PRIMER: TNEMEC SERIES FM88 RED OXIDE OR APPROVED EQUIVALENT. 12) PEG HOLES ON TENONS SHALL BE OFFSET FROM THOSE IN THE MORTISE (DRAWBORED) SO REQUIRED FOR NEW METER INSTALLATION 2 THAT BY DRIVING A TAPERED PEG THROUGH TH E OFFSET HOLES, THE JOINT WILL BE DRAWN ) DETAILS SHOWN ARE TYPICAL, SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS 4) PROVIDE G.F.I. PROTECTED OUTLETS AT ALL"WET"AREAS AS PER CODE. 8)WHERE INDICATED, STRUCTURAL STEEL MEMBERS ARE TO BE GALVANIZED IN ACCORDANCE WITH TIGHTLY TOGETHER (DRAWPINNED). FOR TENONS 5 INCHES OR LESS IN LENGTH, THE AMOUNT OTHERWISE INDICATED. ASTM A123. PROVIDE MINIMUM 1.250Z/SQ FT GALVANIZED COATING. TOUCH-UP PRIMER FOR OF OFFSET ON THE TENON SHALL BE 1/8" FOR ONE-INCH AND SMALLER PEGS. 5)ALL NEW INTERIOR AND EXTERIOR LIGHTING FIXTURE TYPES STYLES SHALL BE AS SELECTED BY /GALVANIZED SURFACES: TNEMEC SERIES 37, ZINC RICH OR APPROVED EQUIVALENT OWNER. CONTRACTOR TO COORDINATE WITH OWNER FOR LOCATIONS/NUMBER OF ALL NEW 3) DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS WITHOUT A REVISION 13) PEG HOLES SHALL BE BORED THROUGH, UNLESS OTHERWISE INDICATED ON THE DRAWINGS,DESCRIBING THAT CHANGE ISSUED BY THE ARCHITECT OR PROJECT ENGINEER 9) THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS DETAILING ALL FRAMING AND CONNECTIONS IN SUCH A WAY THAT THE EDGES OF THE HOLE ON THE FINISHED SURFACE ARE NEAT AND FIXTURES. PROGRESS: FOR APPROVAL BY THE ARCHITECT PRIOR TO FABRICATION. CLEAN. ALL HOLES SHALL BE LAID OUT AND BORED FROM THE LAYOUT FACE OR THAT FACE DESIGN CONSTRUC'nON 4 CONTRACTOR SHALL NOTIFY THE ARCHITECT OR PROJECT ENGINEER IN WRITING OF ALL NEAREST THE MORTISE. UNLESS OTHERWISE INDICATED, ALL PEG HOLES SHALL BE 6) CONTRACTOR TO COORDINATE WITH OWNER FOR TYPES/LOCATIONS OF ALL NEW DEVELOPMENT DOCUMENTS _ PROPOSED DEVIATIONS OR SUBSTITUTIONS FROM DIMENSIONS, MATERIALS, OR HARDWARE10) SWITCHES/OUTLETS ETC. ALL NEW INSTALLATIONS MUST MEET MINIMUM CODE REQUIREMENTS. SHOWN ON THE DRAWINGS, AND MAKE ONLY THOSE DEVIATIONS OR SUBSTITUTIONS ACCEPTABLE VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING WORK. BEGINNING WORK INDICATES PERPENDICULAR TO THE FACE. Project Number 2023 ACCEPTANCE OF EXISTING CONDITIONS, TO THE ARCHITECT OR PROJECT ENGINEER. 14) IF PENCIL, INK, OR MARKER IS USED FOR LA(OUT, THESE SHALL NOT BE VISIBLE ON THE 5) THE STRUCTURAL DESIGN OF THE BUILDING IS BASED ON THE FULL INTERACTION OF ALL ITS 11)ALLOW FOR ERECTION LOADS,AND FOR SUFFICIENT TEMPORARY BRACING TO MAINTAIN ASSEMBLED FRAMEWORK. ALL IDENTIFICATION TAGS USED FOR ASSISTANCE IN ASSEMBLY SHALL COMPONENT PARTS. ES PROVISIONS HAVE BEEN MADE FOR CONDITIONS OCCURRING DURING STRUCTURE SAFE, PLUMB, AND IN TRUE ALIGNMENT UNTIL COMPLETION OF ERECTION AND BE REMOVED UPON ERECTION OF THE COMPLETED FRAME. Drawn by RK INSTALLATION OF PERMANENT BRACING CONSTRUCTION, ANY FAILURE TO MAKE PROPER AND ADEQUATE PROVISIONS FOR STRESSES AND . i 5) SPECIAL CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE TIMBER FRAMEWORK DURING Checked by MT STABILITY OCCURRING FROM ANY CAUSE DURING CONSTRUCTION SHALL BE THE SOLE RISK AND 12) DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT APPROVAL OF ERECTION AND ALIGNMENT OPERATIONS. TOOLS USED TO DRIVE OR PULL JOINTS TOGETHER RESPONSIBILITY OF THE CONTRACTOR. ARCHITECT/ENGINEER SHALL NOT PERMANENTLY MAR THE FINISHED SURFACES OF THE TIMBER. Date 07.30.21 6) THE CONTRACTOR SHALL FURNISH AND PLACE ALL NECESSARY SUPPORTS, WHETHER 13) ERECTION TOLERANCES: 16) REPAIR DAMAGED SURFACES AND FINISHES OF ASSEMBLED FRAMEWORK AFTER TEMPORARY OR PERMANENT,AS REQUIRED FOR THE SAFE COMMENCEMENT OF THE WORK. MAXIMUM VARIATION FROM PLUMB: 1/4 INCH PER STORY, NON-CUMULATIVE. COMPLETION OF ERECTION AND ALIGNMENT WORK. TEMPORARY SUPPORTS SHALL BE MAINTAINED IN PLACE UNTIL ALL PERMANENT STRUCTURAL WORK IS INSTALLED. MAXIMUM OFFSET FROM TRUE ALIGNMENT: 1/4 INCH 7)THE CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE 06a-ROUGH CARPENTRY : COMMENCING WORK. HE/SHE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES GENERAL NOTES THAT MIGHT BE OCCASIONED BY HIS/HER FAILURE TO EXACTLY LOCATE AND PRESERVE 1) FRAMING LUMBER: WALL STUDS, LESS THAN 10FT, SHALL BE STRUCTURAL SELECT/NO.1 (SPF) UNDERGROUND UTILITIES. STUD GRADE OR BETTER. WALL STUDS, 10FT OR GREATER, SHALL BE PSL. JOISTS AND RAFTERS 8) INSTALL ALL MATERIALS IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SHALL BE SPRUCE PINE FIR (SPF) NO. 2 OR BETTER. ALL FRAMING SHALL BE SURFACED DRY- 19% MAXIMUM MOISTURE CONTENT. 9) STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL AND 2)ALL WOOD IN CONTACT WITH CONCRETE AND MASONRY OR EXPOSED TO THE ELEMENTS SOIL, SPECIFICATIONS. THESE DRAWINGS AND SPECIFICATIONS SHALL BE REFERRED TO FOR SIZE AND WATER)AND ALL WOOD FRAMING WITHIN 24"OF SOIL SHALL BE PRESERVATIVE PRESSURE TREATED LOCATION OF OPENINGS, VENTS, PIPES, INSERTS, HANGERS, ETC. REFER TO LIST OF DRAWINGS ON LUMBER (PT): SOUTHERN PINE NO. 2. ALL LUMBER AND PLYWOOD TO BE TREATED SHALL BE TITLE SHEET. PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARDS C2 (LUMBER)AND C9 (PLYWOOD) AND SHALL BE IDENTIFIED WITH THE APPROPRIATE AWPB LP QUALITY ASSURANCE MARK. A001 I 7/30/2021 6:26:25 PM BRED ARC .G� G N OF NEON Seal: —FLOOR GRILLE USE OF ARCHITECTS DOCUMENTS: FLOOR DUCT BOOT THESE DOCUMENTS PREPARED BY THE MANUFACTURED RECESSED CONT. BEAD OF SEALANT ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS LIGHT ENCLOSURE' PROJECT,AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S).THE OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS INCLUDING ANY DESIGN&CONSTRUCTION DEVELOPMENT,CHANGES OR ALTERATIONS TO THESE DOCUMENTS,WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT BALZER --ATTIC INSULATION ATTIC INSULATION EXPANDING FOAM SEALANT AT PERIMETER ATTIC INSULATION TUCK —ATTIC CONSTRUCTION ASSEMBLY i ATTIC CONSTRUCTION CONT. BEAD OF SEALANT CONT. BEAD OF SEALANT ATTIC CONSTRUCTION ASSEMBLY from Your perspective CONT. BEAD OF SEALANT CONT. BEAD OF SEALANT ASSEMBLY ARCHITECTURE DRYWALL CEILING INSULATED FLEXIBLE DUCT GASKET - RECESSED LIGHTING FIXTURE: —MASTIC AT INNER LINER CONT. BEAD OF SEALANT 468 BROADWAY SARATOGA SPRINGS.NY P 518-580.9818 OWNER: Phyllis&Chris Abele 14 Corporate Drive Clifton Park,NY 12065 518.373.9613 AIR SEALING at VENT THRU ROOF AIR SEALING at RECESSED LIGHTING AIR SEALING at FLOOR GRILLE AIR SEALING at DUCTWORK 12 1 1/2" = V-0" 1 1 1 1/2" = V-0" 1 O 1 1/2" = V-0" 1 1/2" = 1'-0" t t CONT. BEAD OF — — -- ------------- ----- --- GENERAL CONTRACTOR : SEALANT Abele Builders PROVIDE AIR BARRIER 14 Corporate Drive SEALED AT FLOOR AND Clifton Park,NY 12065 WALL 518.373.9613 INSTALL 1" RIGID INSULATION CUT TO FIT SITE/CIVIL ENGINEER: RIGID INSULATION ADHERED TO BETWEEN THE RAFTERS. FOAM SEAL BOTH WALL CAVITY INSULATION _ Environmental Design Partnership PLYWOOD OR OTHER HATCH SIDES ALONG RAFTER WITH EXPANDING 1-1/2"INSULATED 90o NY 1as MATERIAL. MUST HAVE SAME R- FOAM SEALANT. MAINTAIN EQUAL VENT SHEATHING PANEL Clifton Park,NY 12065 VALUE AS ATTIC FLOOR SPACE FOR LENGTH OF RIGID INSULATION 518.371.7621 CONT. BEAD OF INSTALL 1" RIGID INSULATION SEALANT, TYP. STRUCTURAL ENGINEER VERTICALLY TO CONNECT INSULATING CONT. BEAD OF SB Engineering PLLC 900 NY-146 SHEATHING TO RIGID INSULATION — ADHESIVE Clifton Park,NY 12065 BAFFLE FOAM SEAL BOTH JOINTS 518.724.0733 ATTIC INSULATION s CONT. BEAD OF �+ t ATTIC CONSTRUCTION ASSEMBLY SEALANT CONT. BEAD OF SEALANT WD. TOP PLATE 1 2" MIN. SPRAY GASKET RIGID BARRIER TO i FOAM ACCESS HATCH CONTAIN INSULATION { INSULATION GASKET _ ATTIC INSULATION CONT. BEAD OF CONT. BEAD OF SEALANT SEALANT IV —WALL CAVITY INSULATION SEALANT FLASHING CONT. BEAD OF SEALANT 1-1/2" INSULATED SHEATHING PANEL TAPE— TRIPLE GUARD ENERGY SILL SEALER 41 - ABELE GUEST AIR SEALING at ACCESS HATCH AIR SEALING at TOP PLATE AIR SEALING UPPER FLOOR at TOP PLATE AIR SEALING at BATHTUB COTTAGE 11 1/2" = V-0" 1 1/2" = V-0" 1 1/2" = V-0" 5 1 1/2" = V-0" CONT. BEAD OF SEALANT ASSEMBLY POINT ROAD No.l Description I Date t CONT. BEAD OF SEALANT CONT. BEAD OF SEALANT WALL CAVITY INSULATION CONT. BEAD OF ADHESIVE WALL CAVITY INSULATION CONT. BEAD OF ADHESIVE 1-1/2" INSULATED CONT. BEAD OF SEALANT t. CONDITIONED SPACE 1-1/2"INSULATED CONT. BEAD OF SEALANT SHEATHING PANEL - - SHEATHING PANEL FLOOR CONSTRUCTION ASSEMBLY FLOOR CONSTRUCTION ASSEMBLY 1 NEOPRENE GASKET OR CONT. BEAD OF SEALANT PROGRESS: - I<;.: NEOPRENE GASKET OR DESIGN CONSTRUCTION CONT. SEALANT AROUND " ` T VENT OPENING CONT. SEALANT AROUND DEVELoPMENr DocuMerrrs CONT. BEAD OF SEALANT CONT, BEAD OF SEALANT PIPE PENETRATIONS J. Project Number 2023 rt WALL CAVITY CONT. BEAD OF ADHESIVE CONT. BEAD OF ADHESIVE EXTERIOR FAUCET INSULATION CONT. BEAD OF SEALANT CONT. BEAD OF SEALANT - raw D nb -' 1-1/2" INSULATED 2 MIN. SPRAY FOAM Y RK L INSULATED EXHAUST DUCT SHEATHING - FLOOR CONSTRUCTION „� INSULATION r Checked b ASSEMBLY PANEL _ CONT. BEAD OF SEALANT Y MT Date 07.30.21 - CONT. BEAD OF t UNCONDITIONED SPACE SEALANT, TYP. CONT. BEAD OF SEALANT, TYP. 2" MIN. SPRAY WALL CAVITY INSULATION INTERIOR AIR BARRIER + FOAM INSULATION (EXT. GYPSUM BOARD, CONT. BEAD OF SEALANT CONT. BEAD OF SEALANT CONT. BEAD OF SEALANT SEALANT FLASHING TAPE 1-1/2" INSULATED PLYWOOD) CONT. BEAD TRIPLE GUARD ENERGY SILL SEALER SHEATHING PANEL i OF SEALANT CONT, BEAD OF SEALANT p TYPICAL AIR ' SEALING DETAILS : fi TRIPLE GUARD SEALANT CONT. BEAD OF SEALANT - ENERGY SILL SEALER FLASHING TAPE TRIPLE GUARD ENERGY SILL SEALER AIR SEALING at SOFFIT AIR SEALING at EXTERIOR PENETRATION AIR SEALING at LEVEL CHANGES AIR SEALING at PIPE PENETRATION A003 S 4 1 1/2" = V-0" 1 1/2" = 1'-0" -- 1 1/2" = V-0" 1 1 1/2" = V-0" 7/30/2021 6:26:27 PM ��REU Arc JAMfi I (P � - �'.� A ,<. .,..-�, _.. .. .. ..,. ... ... a _._ ....,..,. .:.. '�- ..! a. ... t,...„x ,.. ✓ _ -_ .ez rx,x,z -- v ,.,a `•.. x,.r ... .. ,..,.. . R .-.:„ ...... _ ,x>.,1.'G.. .::. .... xx'._. t. vafi.,. .... ,, _, � _ _ ., ,, <. �._�,., a _ , _ USE OF ARCHITECTS DOCUMENTS: t § � THESE DOCUMENTS. S PREPARED BY THE r �t ARCHITECT ARE INSTRUMENTS OF SERVICE ICE r x:_ OR USE SOLELY WITH RESPECT TO THIS c PROPERTY OF T AND SHALL REMAIN THE r PROP E H ARCHITECT, E THE w, COMMON PROJECT TH ARCHITECT SHALL RETAIN ALL LAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S).THE 1 OWNER SHALL NOT REUSE OR PERMIT THE RE USE OF THESE DOCUMENTS INCLUDING ANY DESIGN&CONSTRUCTION DEVELOPMENT,CHANGES OR ALTERATIONS TO THESE DOCUMENTS,WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT y BALZER TUCK from your perspective -'01 ARCHITECTURE -17 set — y a. j' .®.,_._.:` •�HIP R 468BROAD $PRIN(,S NY r f 1 518.580.8818 f rc __ _ ..w:. OWNER: Phyllis&Chris Abele " 14 Corporate Drive Clifton Park NY 12065 518.37349613 :r r � `T-11 r �nX _ '. i ,.., -- GENERAL CONTRACTOR: Abele Builders 14 Corporate Drive Clifton Park,NY 12065 518.373.9613 SITE/CIVIL ENGINEER~ Environmental Design Partnership Clifton Park,NY 12065 518,371.7621 STRUCTURAL ENGINEER : SB Engineering PLLC 900 NY-146 Clifton Park,NY 12065 3 NORTHEAST AXON APPROACH VIEW 518.724.0733 r , 4 _ x ..., -<. .. ....,..:. -,... ... .. .. ,.. v, .> ,..,... .. - ,.. - ...,_..-. . .3........ gga ..d. . ... t.... ffl SPA r, ham, i S' I s T ABELE GUEST k COTTAGE ASSEMBLY POINT ROAD �. _ ...... ..,..f. No.( Description Date _ , r 1 y PROGRESS: �.".,£ DESIGN CONSTRUCTION ` DEVELOPMENT DOCUMENTS .. 4 r- a ro P ie ct Number 2023 Drawn �_— — _�_ c y RK _ `�-- - Checked by MT _ . Date 07.30.21 EXTERIOR PERSPECTIVES 4 SOUTHWEST AXON LAKE VIEW Oil 2 7/30/2021 6:26:44 PM ��REU ARC 1 2 2 P JAAJ ts, A302 A202 A,' V� G 2 - 40'-0" N9J 3 ° - �,, 0888.1 .y04 10'-8 5/16" 4-2'-7 3/8" 10'-8 5/16" o f N E`N Seal: USE OF ARCHITECTS DOCUMENTS: THESE DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE — — — — — — — — — — — — — — — FOR USE SOLELY WITH RESPECT TO THIS — F F PROJECT,AND SHALL REMAIN THE I I PERTY OF THE ARCHITECT. THE ARCHO ECT S ALL RETAIN ALL COMMON - - LAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S).THE - ( OWNER SHALL NOT REUSE OR PERMIT THE N REUSE OF THESE DOCUMENTS INCLUDING r I I ANY DESIGN&CONSTRUCTION LO - PERMEABLE PAVER DRIVE, SEE DEVELOPMENT,CHANGES OR ALTERATIONS SITE/CIVIL DRAWINGS TO THESE DOCUMENTS,WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT c I SLAB HIGH PT O � 326.21 I BALZER ( 1 3 I B/SLAB 326.0' I A303 A302 E� TUCK I I 2 I N from your perspective _ GARAGE 2 ARCHITECTURE A301 111 0 111 i CO A301 468 BROADWAY SARATOGA SPRINGS,AIY T P 518.580.8818 1/8"/12" i I e I OWNER ( ( E Phyllis&Chris Abele 14 Corporate Drive b _ o Clifton Park,NY 12065 �° I ( 0 518.373.9613 o °� I I SITE RETAINING WALL co I i �, -- - -- -—-—-—- ------------------------- I I - 110 I + 6 I o 0 o S Y Sl DE - -- - - A409 28 II ° 0 WA H RJ�RYER i 011 12 -0 _ 1 I I I �? � �� I - I UI�TER _ _I - - - ' A151 _ ' - u GENERAL CONTRACTOR: 3'-2" 10'-712" � 14'-0" 3'-65/8" 3'-37/16" 3'-37/16" II =- -- = --- -- -- --- -- - - J- 14Abele Builders --- - l�1rive -�`- F2 --- - --u7 -M BATH---- _ _ _ O' - ' - Clifton Park,NY 12065 - -10 1/2' -5'-0 3/4"- - 5 -0 3/4 101/2- - - 518.373.9613 o 109 #I a M "� ---- - _- 2 SITE/CIVIL ENGINEER: 0 CV - �` -- F C� I A352 Environmental Design Partnership + �!i 900 NY-146 i o - - -- -- -- -- Clifton Park,NY 12 5 CUBBIES �, ENTRY PO CH L- -- ( ft os cal - —-- -- 518,371.7621 10 STRUCTURAL ENGINEER: — SB LC - Engineering PL 109 SHELVES - - - 900 NY-146 Y I 1 Clifton Park, 07 12065 -- - { �- -- # - 01 518.724.0733 TCL 11 it I(' li II II �1 M CLOSET 21! 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GRADE EL 325'-0 EXHAUST VENT,.AB E - - - PATIO - Project Number 2023 X13 i 1 I ---- -- - -- — - - Drawn by RK 3 -9 13/16 3 -5 11/16 3 -5 11/16 3 -913/1 7 -6 1/2' 2'-0' 2 -0 #Q 1 10 1/2 -- - -- '- 11 1%2" _ ; 10'- 11 3/4" 3'-3 7/16" 3'-3 7/16" 3'-3 7/16" 3'-3 7/16" �- , Checked by MT PROPOSED SQUARE FOOTAGE 1/2° CL Date 07.30.21 -6 - 6 0' 1 ST FLOOR HABITABLE 1,865SF 2ND FLOOR HABITABLE 1,400SF ---- --I --- TOTAL HABITABLE 3.265SF - PERMEABLE PAVERS, SEE SITE/CIVIL DRAWINGS NON-HABITABLE - FIRST FLOOR GARAGE 488SF ATTIC 36SF PLAN TOTAL NON-HABITABLE 524SF 1 1 1 3 TOTAL BUILT 3,789SF A302 x- A201 A303 A302 -� EXTERIOR PATIOS 390SF .� FIRST FLOOR PLAN Al 01 1/4" = 1'-0" 8/19/2021 8:31:03 AM 3 REU AR 1 2 \� DAME Cy`� A302 A302 A302 Its � 3oag$.i 3-2 20 -8 10'-2" 19'-6" OF NE� Seal: � USE OF ARCHITECTS DOCUMENTS:EO � EO � , ARCH TECTT ARE�ENTS INSTRUMENTS OF SERVICE THESE DO PREPAR D BY THE FOR USE SOLELY WITH RESPECT TO THIS A BUNKBEDS TO BE BOUGHT ITEMS BY OWNER PROJECT,AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THE '� ! ARCHITECT SHALL RETAIN ALL COMMON L LAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S).THE t - OWNER SHALL NOT REUSE OR PERMIT- -- O USEOF T E EDOCUMEN SNCUDING o -r_ - ATTIC J _ r- ANY DESIGN&CONSTRUCTION 1 r 213 ACC _ - L DEVELOPMENT,CHANGES OR ALTERATIONS l _ 1 - -r -- TO THESE DOCUMENTS,WITHOUT THE A CH _ _ I - - WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT -- -- CO h -- ----- _ _ BALZER C? FLAT SEAM COPPER ROOF TUCK - from your perspective t 2 - _ __ _- __ OOitit_- - _ - 0 2 ARCHITECTURE - - - ---- -- - - A301 � -- - - � r I - N --- -- - ' 301 r , N y P 518 - - -- - \ - - -- - N J 468 BROAD 580.88t8 SPRINGS.NY WAY SARATOGA - - - -- �f _ F- - 5 1/2" -- -- - - - - - 0 r 4' 11 1/2- 2'-3' -- -I 6'-3"- OWNER CO -- N - - --- - aD Phyllis&Chris Abele -- - --- - _-_ _ = 14 Corporate Drive -- - - -- - - J- - v o J - _ � _ - -_ _ Clifton Park,NY 12065 - f- - - ---- --- h - 0 518.373.9643 CY) _ - -- -- ---- _ - - _ �; --� - w - > - - - - N-- ►- Q J m w - r J-r -- Q f - - �- A303 BDo � IY a - - - 1_ -- _ N I ,I 1_ T _ - 8A f�_ - 2'-7 7/8" 2'- 10 3/16" - 10 3/16 11'- 1 7/8" GENERALOR - -- --- - r- Q - - , CONTRACT 'JJLIU 3 1/2 2 -0 1/21 ----3'-0" -- 14 Corporate Drive co Clifton Park,NY 12065 - - - r c� -- - - QLLJ 518:373.9613 --- j I SITE/CIVIL ENGINEER 20 - - w J Environmental Design Partnership o M H. � - ` - I 'I 900 NY-146 _ _ Clifton Park,NY 12065 N 207 - �� t- I K L 518.371.7621 I -- - - - - - S STRUCTURALEgGPNECR• OD - -- - -- --- -- - 900 NYN 46 A151 2 -7 7/8 2 _ m B _DAQ NI BALL# 7 7�8 4'-0 1/8" - -I 8 Clifton Park,NY 12065 -- \.� 518.724.0733 - t - - -- - E E E © ._ SHAAED`BAfiH - - -- F J ;• - - - ; - STIR i --- 2 -L-0-A i_1 ME A)� r r-Q -BED`R00Afi HAtt 3 2 -a - - r r - --- - - ---- - --- - -- - --- -- - - I -{- - -t3J y Lu ILL ji&S r A - - - - - - - TiANGING - 203A — ---- l� -fi _ -r - - - - - SF1EtVE� -r- 1- os - -- -- - -- -- -�- --- -- -- - -- - - - - - I - t co - - -- -- ---- - --- - - --- - -- t - --- - - i -- I -• a i _ - _ - - - - - -- - ---- - = - - ---=- - --- -- - - -- - =- - ABELE GUEST L VIDE X --- -- -- - - -- - - - ---- 1 OTTAG E --- -- -9-- k22_30"� _ - _ - _ A301 -- ___-_ - _-- w 1 _1 -- .-- --- - -- --- --- _ - - — ASSEMBLY POINT ROAD -BEt3ROQW2 1 --- ° I L � 1 rt -- - -� -- -LJ ---- ----- -- ----- ---- No.l Descrip on Q - - - --- - 2 4 -- - } - - - - - - I tf Date -- - --- -- _._. -- - . ------ - --- - -- --- - - - - 1 PERM IT n . 8.18.2021 - - -- ------ - -- ----- - - ADJUSTMENTS I . EL CIO T - I -- . - - - - ` J - r � E - - - G - G - - - ---- -- - - - - T G T i i ; f ! - � y �7 ' T - T _ ' PROGRESS: DESIGN CONSTRUCTION DEVELOPMENT DOCUMENTS O D G 2 -. A151 � � -F/STUD AT FIRST FLOOR WALL BELOW F.O. STUD Y Project Number 2023 5'-6" 4'-0" 2'-8" 2'-8" 3'-23/4" 6'- 1" 5'-5" 3'-43/4" 2'-8" 2'-8" 3'-43/4" Drawn by RK 3'-2" 3 1/2 8'-4" _� 5 1/ -011 - Checked by MT -All _ 65'-6" PROPOSED SQUARE FOOTAGE Date 07,30.21 1 ST FLOOR HABITABLE 1,865SF 2ND FLOOR HABITABLE 1,400SF TOTAL HABITABLE 3 265SF 1 2 3 NON-HABITABLE A302 ,4302 A302 GARAGE 488SF SECOND FLOOR ATTIC 36SF PLAN TOTAL NON-HABITABLE 524SF TOTAL BUILT 3,789SF EXTERIOR PATIOS 390SF 1 SECOND FLOOR PLAN Al 02 8/1 9/2021 8:31:05 AM �FtED ARC 2 CEILINGS: GENERAL NOTES JAMFs GENERAL A302� 1. ALL RETURN AIR GRILLES, SUPPLY DIFFUSERS, AND ACCESS PANELS SHALL MATCH THE COLOR OF THE CEILING.WHEN COLOR IS NOT AVAILABLE BY THE MANUFACTURER, THE ITEM SHALL BE PAINTED TO MATCH. 2. CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO MAKE THE WORK COMPLETE 9�F 3088$`� y0� AND OPERATIONAL. OF NE�i LIGHTING Seal: 1. WHERE A SINGLE FIXTURE OCCURS IN A SPACE, THE FIXTURE SHALL BE CENTERED IN USE OF ARCHITECTS DOCUMENTS: THE SPACE UNLESS DIMENSIONED OTHERWISE. 2. WHERE A LAYOUT IS SHOWN IN PLAN, FIXTURE LAYOUT SHALL BE CENTERED AND THESE DOCUMENTS PREPARED BY THE S ARCHITECT ARE INSTRUMENTS OF SERVICE EVENLY DISTRIBUTED WITHIN THE SPACE. MAINTAIN A MINIMUM OF T-6"AND A FOR USE SOLELY WITH RESPECT TO THIS MAXIMUM OF 3-0" OFF PERIMETER WALLS, EQUAL AT ALL SIDES. PROJECT,AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THE 3. UNLESS NOTED OTHERWISE, LIGHTING FIXTURES SHALL COMPLY WITH THE ARCHITECT SHALL RETAIN ALL COMMON Emu REQUIREMENTS OF ENERGY STAR TO THE GREATEST EXTENT POSSIBLE LAW,STATUTORYINCLUDING THE OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S).THE 4. RES WET TION L BE ACC GLY. OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS INCLUDING ANY DESIGN&CONSTRUCTION CRAWL SPACE NOTES: DEVELOPMENT,CHANGES OR ALTERATIONS 1. PROVIDE A COMBINATION SMOKE AND CARBON MONOXIDE DETECTOR IN THE CRAWL \ TO THESE DOCUMENTS,WITHOUT THE f WRITTEN ACKNOWLEDGEMENT AND SPACE. � AUTHORIZATION OF THE ARCHITECT CEILINGS: SYMBOL LEGEN�D - BALZER TUCK � CEILING FAN from your perspective ,41 2 ( GARAGE 2 ARCHITECTURE A301 111 OH A301 4" RECESSED CAN P slsssosBls 9'-0 1/2"GWB 468 BROADWAY SARATOGA SPRINGS,NY JUNCTION BOX (SURFACE MTD FIXTURE) WALL SCONCE-CONFIRM HEIGHT W/OWNER OWNER: Phyllis&Chris Abele FLUSH MOUNT LIGHT 14 Corporate Drive Clifton Park,NY 12065 518.373.9613 CHANDELIER 3 SURFACE MTD FLUORESCENT FIXTURE-T.B.D. A302 A303 A302 -- — - UNDER CABINET LINEAR FIXTURE 6 _47 A409 INTERIOR OR EXTERIOR FLOOD LIGHT OS SMOKE DETECTOR- HARD WIRED TO CENTRAL STATION GENERAL CONTRACTOR: , MUQ ROOM Abele Builders 110 /SMOKE/ N M E D R- IRE ENTRAL STATION 14 Corporate Drive Clifton Park,NY 12065 M BATH 2 OH HEAT DETECTOR- HARD WIRED TO CENTRAL STATION 518.373.9613 SITE/CIVIL ENGINEER: 109 A352LAND E LIGH Environmental Design Partnership -- — - - 9'-t"GWB 9'-1"GWB -- - - - ---- 900 NY-146 COMBINATION EXHAUST FA /SHOWER LIGHT Clifton 5 fton Park,NY 1206 N 518.371.7621 - -- - --- -- - — --- — - -- —-- _- -_ --- - STRUCTURAL ENGINEER BATHROOM EXHAUST FAN SB Engineering PLLC 900 NY-146 9'- 1"GWB Clifton Park,NY 12065 O PIN LIGHT 518.724.0733 I—i P DER n FOYER 106 1 00 M CLOSET 108 2 A351 OAT C GYPSUM GWB-5/8"GYPSUM BOARD 9 1 GWB 101 STAIR CEILING MRGWB-5/8" MOISTURE RESISTANT u OPEN 102 GYPSUM BOARD — 1 M BEDROQM UNDER CABINET TI - - A202 S/C 107 LIGHTING WD. BEAM 8'-4" — v 5/8x6 DOUG FIR 5/8X6 V-GROOVE I� rT-i � E&C V-GROOVE CEILING 9'-1"GWB - - _ SOFFIT L—i _ UNDER CABINET '' A201 LIGHTING - - -- - - WD. BEAM 8'-11 1_/2'� LIVING Roots AB E LE GUEST -KITCHEN103 ' 105 . of COTTAGE A301 1 C� DINING _� A301 9'-1"GWB 104 13'-0"GWB ' ASSEMBLY POINT ROAD No.l Description I Date r I i—i N ADJUSTMENTS 1 PERMIT 08.18.2021 UNDER CABINET , r , LIGHTING UNDER CABINET LIGHTING co CV - PROGRESS: - - DESIGN CONSTRUCTION DEVELOPMENT DOCUMENTS - Project Number 2023 Drawn by RK Checked by MT 1 2 1 3 Date 07.30.21 A302 A302 A302 A303 FIRST FLOOR REFLECTED CEILING PLAN 1 . A201 FIRST FLOOR REFLECTED CEILING PLAN A110 1 1/4" - 1'-0" 8119t2021 8:31:07 AM A2o2 CEILINGS: GENERAL NOTESP AM s �.�� A302 _- C� G GENERAL 1. ALL RETURN AIR GRILLES, SUPPLY DIFFUSERS, AND ACCESS PANELS SHALL MATCH THE COLOR OF THE CEILING.WHEN COLOR IS NOT AVAILABLE BY THE MANUFACTURER, THE ITEM SHALL BE PAINTED TO MATCH, �� 2. CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO MAKE THE WORK COMPLETE 9�F 30888, J� AND OPERATIONAL. OF N_ LIGHTINGSeal: 1. WHERE A SINGLE FIXTURE OCCURS IN A SPACE, THE FIXTURE SHALL BE CENTERED IN USE OF ARCHITECTS DOCUMENTS: THE SPACE UNLESS DIMENSIONED OTHERWISE. THESE DOCUMENTS PREPARED BY THE 2. WHERE A LAYOUT IS SHOWN IN PLAN, FIXTURE LAYOUT SHALL BE CENTERED AND ARCHITECT ARE INSTRUMENTS OF SERVICE EVENLY DISTRIBUTED WITHIN THE SPACE. MAINTAIN A MINIMUM OF V-6"AND A FOR USE SOLELY WITH RESPECT TO THIS PROJECT,AND SHALL REMAIN THE SLOPED CEILING MAXIMUM OF 3-0"OFF PERIMETER WALLS, EQUAL AT ALL SIDES. PROPERTY OF THE ARCHITECT. THE BEYOND 3, UNLESS NOTED OTHERWISE, LIGHTING FIXTURES SHALL COMPLY WITH THE ARCHITECT SHALL RETAIN ALL COMMON i REQUIREMENTS OF ENERGY STAR TO THE GREATEST EXTENT POSSIBLE LAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S).THE 4. FIXTURES USED IN WET LOCATIONS SHALL BE RATED ACCORDINGLY. OWNER SHALL NOT REUSE OR PERMIT THE A171C i REUSE OF THESE DOCUMENTS INCLUDING ANY DESIGN&CONSTRUCTION DEVELOPMENT,CHANGES OR ALTERATIONS 213 TO THESE DOCUMENTS,WITHOUT THE E WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT CEILINGS: SYMBOL LEGEND BALZER r I BEDROOM HALL#2 BEDROOM HALL - _ _ T I 3"/12" 3"/12" ~ TUCK� from your perspective 41 2 SLOPE SLOPE -- 2 f \\ CEILING FAN ARCHITECTURE A301 � 1 A301 1 i v I€ j 4" RECESSED CAN 408 BROADWAY SARATOGA SPRINGS.NY P 518584.8818 JUNCTION BOX (SURFACE MTD FIXTURE) OWNER: S e 9'-9"RIDGEPhyllis&Chris Abele WALL SCONCE-CONFIRM HEIGHT W/OWNER 14 Corporate Drive Clifton Park,NY 12065 n BEDROOM HALL ELEVATION FLUSH MOUNT LIGHT 518.373.9613 BUNKROOM 2 3/8" = V-0" — CLOSE 208 CHANDELIER 212n 9 1/4"/12' SURFACE MTD FLUORESCENT FIXTURE - T.B.D. SLOPE 2 1 LJ 3 - — — — - UNDER CABINET LINEAR FIXTURE 8'-0- ' ♦ A302 A303 A302 INTERIOR OR EXTERIOR FLOOD LIGHT SMOKE DETECTOR- HARD WIRED TO CENTRAL STATION GENERAL CONTRACTOR: Abele Builders MECH. OS/C SMOKE/CARBON MONOXIDE DETECTOR- HARD WIRED TO CENTRAL STATION 14 Corporate Drive 207 _ Clifton Park,NY 12065 518.373.9613 LANDSCAPE LIGHT 11, SITE/CIVIL ENGINEER: LP Environmental Design Partnership cv 9 1/4"/12" 8-�a COMBINATION EXHAUST FAN/SHOWER LIGHT 900 NY-146 SLOPE STAIR BELOW Clifton Park,NY 12065 N O 518.371.7621 BATHROOM EXHAUST FAN � 9 1/4"/12" _ STRUCTURAL ENGINEER SLOPE SB Engineering PLLC PIN LIGHT 900 NY-146 T 3"WALL Clifton Park,NY 12065 STAIR 518.724.0733 n 201 J U I 6'-2 1/2' 9 1/4"/12" 9 1/4"/12" SHARED BATH __ ._I - - - - I*- SLOPE GYPSUM GWB-5/8 GYPSUM BOARD 206 S/C WALL SLOPE I 2 „ 8 -0 MR GWB 11' 0 1/2"RIDGE A351 CEILING MRGWB-5/8" MOISTURE RESISTANT IRV BEDROOM HALL - — GYPSUM BOARD -- I 0 1202 LINEN 8'-0"GWB u POOR S/C I 209 I I i I ' 1 C 05e, 5/8x6 DOUG FIR X V- CLOSET 5/8 6 GROOVE A202 a 211 8'-0"GWB . 210 O E&C V-GROOVE CEILING 8'-0" SOFFIT 2 GWB , _ 11' 0 1/2"RIDG A201 8'-0"GWB BEDROOM 2 205 INV BEDROOM 1 ABELE GUEST I 1 T- 11 GWB 1 COTTAGE A301 8'-0"MR GWB 203� _ - 11 1/2" BATH 1�- +� A301 9 1/4"/12" WALL 204 9 1/4"/12 ASSEMBLY POINT ROAD SLOPE SLOPE -00 9 1/4"/12" 91/4"/12" No.l Description I Date SLOPE SLOPE 6'-0 1/2" OILT 6'-6"WALL 6'-6"WALL WALL 11'- 1 1/2"RIDGE T PROGRESS: - - - - DESIGN CONSTRUCTION DEVELOPMENT DOCUMENTS Project Number 2023 Drawn by RK Checked by MT 44<A302 2 1 3Date 07.30.21 A302 A303 A302 SECOND FLOOR REFLECTED CEILING PLAN 1 . A201 SECOND FLOOR REFLECTED CEILING PLAN A111 1/4" = T-0" — - - 7/30/2021 6:26:54 PM 2 ROOF LEGEND_ ROOF: GENERAL NOTES �pMFs A202 U G 1. CONTRACTOR SHALL COORDINATE ALL ROOF PENETRATIONS WITH THE MECHANICAL AND PLUMBING DRAWINGS. 5 1 1' 2. ROOFTOP EQUIPMENT SHALL BE LOCATED 10'-0" OR GREATER FROM THE FURTHEST N A302 A302 EQUIPMENT PROJECTION TO THE ROOF EDGE TO THE GREATEST EXTENT POSSIBLE. WHERE CONSTRUCTION CONDITIONS DO NOT ALLOW FOR 10'-0"OR GREATER 30899-N y©4 CLEARANCE, ROOFTOP GUARDS SHALL BE PROVIDED. OF N 3. ALL MATERIALS WITHIN A SYSTEM SHALL BE SINGLE-SOURCED TO THE GREATEST EXTENT POSSIBLE WITH THE INTENT OF OBTAINING THE MOST INCLUSIVE PRODUCT/SYSTEM Seal: ASPHALT WARRANTY. USE OF ARCHITECTS DOCUMENTS 3'-0" 3'-0" 4. ALL FLAT ROOF SLOPES SHALL BE TAPERED 1/4":12 AS SHOWN ON PLAN AND SHALL THESE DOCUMENTS PREPARED BY THE _ MAINTAIN THE MINIMUM THICKNESS OF RIGID INSULATION AS INDICATED ON ROOF ARCHITECT ARE INSTRUMENTS OF SERVICE ASSEMBLY TYPES. FOR USE SOLELY WITH RESPECT TO THIS 5. ALL ROOF DRAINS SHALL BE FURNISHED WITH PVC DRAIN CAGE. PROJECT AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THE I 6. EAVE-MOUNTED ROOF LEADERS SHALL BE CONNECTED TO SUB-SURFACE DRAINAGE. ARCHITECT SHALL RETAlN ALL COMMON f r L .- LAW,STATUTORY AND OTHER RESERVED 7. ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE RIGHTS INCLUDING THE COPYRIGHTS.THE 9 1/4'/12"­ j - 9 1/4"/12" MANUFACTURER'S INSTALLATION INSTRUCTIONS AND DETAILS.WHERE NO SPECIFIC OWNER SHALL NOT REUSE OR PERMIT THE _. REUSE OF THESE DOCUMENTS INCLUDING { I 1I I r STANDING yl DETAIL IS SHOWN WITHIN THESE DRAWINGS, PROVIDE MANUFACTURERS STANDARD ANY DESIGN&CONSTRUCTION SEAM DETAIL, INCLUDING ALL ACCESSORIES. DEVELOPMENT,CHANGES OR ALTERATIONS t . TO THESE DOCUMENTS,WITHOUT THE - - r 8. NOTE: PROVIDE FULLY ADHERED ICE AND WATER SHIELD BY W.R, GRACE EXTENDING WRITTEN ACKNOWLEDGEMENT AND FROM THE LOWEST EDGES OF ALL ROOF SURFACES (EAVE EDGE) TO A POINT AT LEAST AUTHORIZATION OF THE ARCHITECT 36" BEYOND THE EXTERIOR FACE OF FRAMING AND 24" MIN. ON EACH SIDE OF ROOF r PLANE INTERSECTIONS, TYP. EXTEND UP WALLS 18"AT ROOF/WALL INTERSECTIONS. BALZER k PROVIDE ICE AND WATER SHIELD OVER ENTIRE ROOF AREA OVER EXTERIOR OR " UNCONDITIONED SPACE - - ------- - STANDING SEAM META 1 TUCK from your perspective A301 .: - --- - -- -__--- ____ -_-- ARCHITECTURE 3"/12" 3"/12" A301 y 468 BROADWAY SARAATOGA SPRINGS.NY t'SI�.580.A818 RIDGE VENT � OWNER Phyllis&Chris Abele s 14 Corporate Drive Clifton Park,NY 12065 54 518.373.9613 - - - - --; I.. A303 � A302 E� i, ASPHALT S1 INGL ROC3� I , I r .. 91 I ��9 1/4"/12" - -. GENERAL CONTRACTOR : Abele Builders 1 14 Corporate Drive Clifton 65 518,373.9613 B � 'fton Park,NY 120 w 3 SITE/CIVIL ENGINEER: N - r- I I >i . ' 2'-6" Environmental Design Partnership w r 900 NY 14 Clifton Park,NY6 5 6 518.371.7621 4 .ri r00 I is - i S 'f t r RU SB Engineering PLLC R b �- I I : - T r - RIDGE ENI� - 46 . .�•. _t r u, ,. 900 NY 1 f 12 ,' �- 12 --91/4 II/ 11 r If-- � i I W 9 _ _ ti.- a r ti' � 9 1 4 /12" _ Clifton Park,NY 12065 ` - 518.724.073- II, 3 d fl` S„I � ^a 7 t' S� {�x 0 3 I t 1 t 1 7 3 I3, I f ; I 9 1/21I v , • o- , w I y ' T.. a j RIDGE VENT a r C\I � I TI I I T , A202 _ wt •' L I - STANDING SEAM METAL ROOF - � r - i - - - N- I r - - - - - 2 : N r I L rn - A201 , I I 1' 10 - ¢., n I- co t - L STONE CHIMNEY CAP ;N T r k r ABELE GUEST � - - 1 � I COTTAGE • f l I , Yx _ -- + i { V tt kT D�E VENT I ASSEMBLY POINT ROAD t -a -, -- - -HALT t�WdLE - . { --= - _ No.l Description s T i I " sc fion Da , 1 to 1 I ' r . I 3 — r .._._ r I__ 9 /A II/1 211 S4 Ij V f' - 9 1/4"/12" I _ . xi PROGRESS: Ar DESIGN CONSTRUCTION -- _ - - - J am DEVELOPMENT DOCUMENTS 2'-6" 8'-0" Project Number 2023 Drawn by RK Checked by MT Date 07.30.21 1 2\ 1 3 A302 A302 " A303 A302 ROOF PLAN 1 A201 ROOF PLAN - A120 1 --- 1/4" = 1'-0" 7/30/2021 6:26:56 PM D ARC JA14/�cs, 5'-0" 3 1/2" 6'-9° VERIFY WITH TUB SELECTION 30888.1 N OF NEB -- Seal: --- O O O O USE OF ARCHITECTS DOCUMENTS - ap O O THESE DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE (�I FOR USE SOLELY WITH RESPECT TO THIS PROJECT,AND SHALL REMAIN THE N _ N PROPERTY OF THE ARCHITECT. THE r T ARCHITECT SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED C0 ------- -- V RIGHTS INCLUDING THE COPYRIGHT(S).THE -- — I - -' -- OWNER SHALL NOT REUSER PERMIT THE —_ REUSE OF THESE DOCUMENTS INCLUDING r ANY DESIGN&CONSTRUCTION DEVELOPMENT,CHANGES OR ALTERATIONS O THESE DOCUMENTS, SHARED B - ,t TWRITTEN ACKNOWLEDGEMENT AND E , Fu -y' 206A V' AUTHORIZATION OF THE ARCHITECT 17 A7031 15 SH' 1 __ - 16 -- - o BALZER -- -- - N N 206B co T TUCK - - E• M EQ EQ from your perspective _ . __ - -_-- ARCHITECTURE N 468 BROADWAY SARATOGA SPRINGS,NY I LINEN CLOSET �'I __-_ P 518,580.8818 N - --- r OWNER: LO Phyllis&Chris Abele -I --- - - -- -- -- - I -- 14 Corporate Drive Clifton Park,NY 12065 1'-9 1/2" 1'-9 1/2" 8'-211 518.373.9613 CL \ 3 1/2" 3 1/2" 3 ENLARGED SHARED BATH PLAN 1 GENERAL CONTRACTOR: A302 Abele Builders 14 Corporate Drive Clifton Park,NY 12065 518.373.9613 12'-9" 5 1/2" 5,-6" 3 1/2" 2-0 1/2" � 2'-0 1/2" SITE/CIVIL ENGINEER: Environmental Design Partnership 2 CL 3 1/2" 900 NY-146 1'-7" V-7" 9'-3 112" Clifton Park,NY 12065 A302 (9'-2 112"VANITY LENGTH) J1 518.371.7621 STRUCTURAL ENGINEER : 110 SB Engineering PLLC � 900 NY-146 Clifton Park,NY 12065 3 1/2" 6'-9" 3 112" T-3 112" 5 1/2' N - 518.724.0733 r CO O 1 'n FULL O HEIGHT CABINET SIDE BY SIDE LINEN WASHER/DRYER - W/COUNTER -01 - Nco I 1 I f r 18"d HANGING 40" KNEE WALL smogSHELVES -' 2 �- MU RO M 02 uj — �- L SET nl l�I F2 5 110 F , O 210 r 5 A703 3 _ - - - - - - - - - -- - - -� I - - ---- - - - o A - -°moo I ' 6 8 r 702 , B I - co , CL© E� t T 203E - N � - '---- --- --- - �T_ --------- - _ M BATH N O - - - ------ - ---- --- O- - - -- - -'- - -- -- --- EQ..-- -- - -EQ - - v ��" - �! I r i r f O Y L �n -- - - - -- -- -- -- -- - - - - - - -- -- - - - - - o - _ -- ---- --- -- - - _1 - - I -- - - -- -- -- - - - CUBBIESLID ABELE GUEST - - - - -- - - - - --- - - --- ---- --- - N - - , y r i z� -- ---2 4,-- - - -- --- - ------ -- - - - - = z - - - -- - - - - - - - - - - - - - - - - . - COTTAGE N - - - - - - - -- N - - - ----._ m 5 1/2" 3 1 2" r --- - -- m 3' 3' 4 2' 1 / - - - M N _..-- 44 ---- N - -, - - ----- ------ - - - -- ---- - - E2 ASSEMBLY POINT ROAD - FULL HT. - - r N - - - LINEN No.l Description I Date -AII III -- -- -- - - o = SHELVES n, � 109 - - 1 PERMIT 08.18.2021 A301 ADJUSTMENTS - - - - - - - - - - - - - - - EQ EQ -- -- ---- - - - -- - - - - - --- - - - - - - -- - - -- - - - r N 8 i TIM c TRX - - ' - -- LIJ UJ O 0 0- - --- _ � 110 -0 1112 ' , 11 A703 9 112 l� t101 - - - . �� r 2x2 CLEAR _ __. '----- PEER----- Cl) �-- OA CL - --- - - - --- - -- __- LID Cfl MECHANICAL CHASE 12 106 101 1 O --- _' OI PROGRESS: --- CONFIRM\A. HVAC r 1 N SUBCONTRACTOR -- -_. DEVELOP ME DOCUMENTS DESIGN N BATH - ---- co '-" � F M CLOSET - - 1, ' r - - - --- - `O O l p8 w A702 11 Project Number 2023 r CO CO - O M BEDROOM C3 - -�,, --- -- - - - --- -, - -r -- - - - jyE� - Drawn by RK r --__-_-- -- -- - - O 107 w 100 -- - --- --- - Checked by - O T MT ---- co LIJ w O 107 tj-I N N --- - ---- -- r ;t co , Date 07.30.21 -- - ---- - - -- - C3 — — —— — — — — — — — — — — — — — — — — — w ; _ r LID #2060 -- --- - %: LAR D O -- - ---- -- FLOOR PLANS 8'- 101/2" 4'-0" 3'-01' 2'-6" 2'-01/2" 2'-01/2" 9'-3" 31/2" _fi_T__ 3 1/2" 5 1/2° 5 1/2"' 3 1/2" (. 5 1/2" ' ENLARGED BATHROOM 1 PLAN FIRST FLOOR ENLARGED PLAN Al 1 2 1/2 = 1'-0° 1121" = 1'-011 - 8/19/2021 8:31:08 AM ��RE� ARC JA MFS 'yid Iftmar �G F C N I 1 � . ��I -�-aiT --EA'4--OI--1c--9��1oA_�1 J I11k�k��'kI'�''__—_- �-1--T1 M=I=_-N-C-T ___—_-__'____—__--(——--- =I-__.__�_____[/_-__-1____-_--"4_11-'-"',-_--_1__II_'11,_ _I1:--tT_I;l­--1_/-7_---_,-1'-_7_-I I--I,_i-­-7-_-l_-I-'-:--I__-,--i 11_-_--'-_1 I,I_--_,,----I--I:-_I!I I--_--'--'------_-----II-I-I___-_-I-I-,--1-__--i-_,__j-I_:I'_;,I__-__,-_-1I__-:-,_2T—./--_-I-_,\_-:_1____-__�"I'_'_--_"1'I--I1 j t:I- I_-_-I_;_I_�--i1­_­:I I--.!_,__­---:--_I_-__'_/—_I1�,._I:_­_-I__-___-_�_,____krI I I-1_--____-______-___-.I�__I-_,\-I-,---I­_---__I-1 II­---_-_-1-_-_':_i­__-II_i_II-:­T___-_-_-:_,-­_,"-_�1:__--_\-(_--.I--__i,7'_, -I�I_'_��I�i;__-_----_1-1--7L_-_.--I-_L-;I__I.-_I IT__-___---_I-'"_:_--__--__,-,__';-I--_-__--­___-­--___-__,,I- 1 2 1 3 A 30888- JO \_;__ILIT t—__/-\_-I--______-___1I__ -iI­_'­-�--T_-II__--II-iI_­-i_1"'III 1 IE_-1_1____-zf-'�_-__-;--­]_1-i1_-­'1II-�1I­_�1-__11J-__Ii-IiII--­_iI_­_I_-___--'--___­"_;IJ II-1- -I:-I_�­_-�-I I_--I;-I.­_I I:--1_.,\1_;-_.I-_,_­.1 1__e�_.__-I,-_,i;i­ —I1_-_/- ---!.I_,/_-:---_1I E'-:__-=--_---L- '"�l'-1,A-__­'_1_I"-:�I'T_I�_I I' -9-__-_ II"I_iI` ,I""m I!-I­I L I[I�1_I-II"T 1-If-_-'I'-,_II_-o,�''_I l�—�'l­-.I'll iI'''.--_-m­I_"I-"-_"I-t,�-11I"_I i,­_1AI II 1I,-'_—_--_'I!I-I�I-1, !L!­_1__-!-_!7)_�—_-7.�JI-I.i___I, I T_I-T-I 1,-1117-,_---�1I_I 1_I_'I.— 'I.-I4',1,\1I�,_I -_--_.--7 =­".-I_—_"-_-'' _"-_ II .I-_1�..:�I-...1 N_-.''1' _N---T-._I-M I_II'1---r-_;-.-!-1_---1I1-i:1_ i_I�!!__-,FI!I- _:�II t--I-_-_iI,-I "-- --.i,--I1-1,_-_"I­---Ii;_'IiI: iI _,_-t _-i "I�Ii­ III II _-IUZ-ADT OoG rN pT OHoUFEr, TC tHe A302 A302 A303 A302 0 fi N E� 5 Seal: T CHIMNEY _ __ _ _ _ A409 6"THICK STONE CAP 353'- 3" -- - r--< USE OF ARCHITECTS DOCUMENTS: THESE DOCUMENTS PREPARED BY TH tT YAC RRi Ge TT K(ES: M --'-- - ----- ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS - STANDING SEAM METAL ROOF, COLOR TBD PROJECT,AND SHALIREMAIN THE PROPERTY OF THE ARCHITECT. THE T/RIDGE h � I _ i ARCHITECT SHALL RETAIN ALL COMMON 350'-O" — — — — ( I LAW,STATUTORY AND OTHER RESERVED OWNERI SHALL NOT REUSOOR PERMIT THE -- T- -- ., _., _-_-_ n c 12 12 ! r �, - - - -- - -- - -- -- r _- - REUSE OF THESE DOCUMENTS INCLUDING ---- -� -:--- -, -- - -� -- --�_,_- r ANY DESIGN&CONSTRUCTION r - -12" _:._ I 12 - __ - ,2_ - ___ - 9 1/4" - 9 1/4 IMBER BRACKET TYPE 1 STAINED -- - - ---- - - - = R.O. HEAD 346' 11 5/8 1 �� - BED DEPTH STONE VENEER CHIMNEY s T �_ — —_ - _- I - --- PMENT,CHANGES OR ALTERATION - 4' r - - - - - - - - 4 1/ _.F DETO THESE DOCUMENTS,WITHOUT THE - -'-- _ , 91/4" -- Y- 91/4" -- - _- - LEDGEMEN7AND - -� - ,_ D I ----- I � -- - � _ � -I _ 1X4 VER 1X10 COMPOSITE +-�-- ; r O -. -- --- -- T-' - TRIM, PAINTED --- �l t -- '-- - _ _ �,_-T.7 _�__._. - -�- - --- ...___, COPPER CAP FLASHING, TYP AT ALL BEAM ENDS 1_--., - 11 I WRITTEN A KN , —_- _ . - --I — -- - - -- -_- - -----— . -_ ....- --- - - R.O. HEAD 344 6 - --- -- - - _ - - - - - - -'�T_- -- T _ _ _ _ r_ - T ANE R STAIN DIPPED CEDAR SHAKES _ _ ---'I _ - - -'- .- - SHAKE SIDING,PAINTED FIBER CEMEN SHAKE P LS O co ---- - -- -- � I. T , _ - -- r - - - --- f - - - - 1' __ 1 , - - T , , ._- - -- r '". _- -_ - -- - ER STEP&THRU FLASHING `T' -- I i - E -= COPP SHAKE SIDING PAINTED FIBER = 1 i" - -- - - - - J -- -,_1 - - CEMENT SHAKE PANELS OR STAIN ----_---. ------_ - - G G ;--- - G G G ASPHALT SHINGL TBD -- - G - � - LT -- - - --- -- --- - - 00 L R DIPPED CEDAR SHAKES __- -- _ - -- - 0 0 -----_ _, r1 - C -- -- , - - - - - -J -- from your perspective - -- -- - - --- - T - - r, L. i 9 - - -, _ - - — - -- _ - --' -- - - -- , - ---- - 1- ARCHITECTURE _ --- --- - -- - - - '--- . ___ -____ ' , FLAT SEAM COPPER WINDOW PAN -- - -- A40- - - - -- - -- ---- ---- - - - .� - - -- _ --- - --- � - - -- - A-- - , — i --- _ - ---- - _ i_1 -- 468 BROADWAY SARATOGA SPRINGS.NY T - - ___ --__ - -- _ i_- - = - - - D IT HEN EXHAUS M T K C - _-- - _-- =-- _ --- - - - - - -- SOFFIT OUN E - -- - --T- ,- - - r - -- - � __ ,._ __ _-. � � _ ,__� - _ - L - -- — -- P 518580.8818 1 - - - ----- -- - _ - - - __ T_� - '-__ �— y - - ,, 1 T , ter' :I_ -- _ -_ -_, i _ _ - T/SUBFLOOR 2ND FLOOR 1 a,— T - '- --- ---- - -- - _..__m -- - 337 -6 ER T Y1 - 5 2, o - L�_- - ;" " R O HEAD 33 10 1/ J OWN 1 Phyllis&Chris Abele _ .., ' " . ., _. ,. Drive 60 H H H H 14 Cor orate N , I ;, IMBER BRACET&BEA TAINED A409 H M S p - " ' � �� CI'fton Park,NY 12065 — - ' ` -_- � - - _ -- -- - 518.373.9613 R O HEAD 334 2 - - -- - '- I 1 XPOSED TIMBERS STAINED- -- - 6x 2 E -- - - --- -- ,' - - - - --- - -- ----- J' - - --- ; a STONE LINTEL, COLOR TBD r - - _ J '' COMPOSITE WINDOW TRIM, PANTED --- O O O - - - -- _ - o 00 - _ G L G -3 - ------ - J J J J J I __ AT O R AT WINDOW PTH BATTERED STONE VENEER WALL O ORNER TRIM TOM- CH TRIM C LO� � - O BED DE - ---- --- -- C ---- -- -�r !�. r __ -,__�-- T.- - -- -- - --- 104 --- -- --a ;', --- - - - F -- ---- - T N SLIP SILL - -- - - ---- -- --- �'' 'I �� I EXTEND SILL TO TURN CORNER S O E -- __ _.__ -- --- - _ - _ -: ._ _ - _ f- - ­____ _._ - - __--- _- -- -- -- - _ -- � - --- '- CORNER TRIM TO MATCH SIDING COLOR - - ---_ -__-_-- -__-_.. _--._. - -__._ -____-_-_____ --. � - - I I ---_ v--; - - --- ---- ------- - --___ ------ � : ! ---- - ---- -- , -- - - -- -- - __-; -- -;-- I � -- ---- - - - --- --- - -- ----- ___ ----- ----__ --- FIBER CEMENT LAP SIDING, PAINTED _ _ - - -- T/SUBFLOOR- 1ST FLOOR -_ - - -- -- _ GEN OR: 327'-2" _ - - - T, _ - ERAL CONTRACT " Abele Builders N FIN. GRADE: 324-6 - I EXPOSED CONCRETE FOUNDATION, PARGED __ - N - _ ; ____,I _. --� - MASONRY SHELF, REFER Clifton ParkaNYD2065 FIN. GRADE LOW POINT _ 14 325'-0" TO FOUNDATION PLAN FIN. GRADE: 325 0 ft 518.373.9613 T/STONE SHELF_ _ _ r _ L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -- - - _ _ - -► - AND DETAILS 324 0" SITE/CIVIL ENGINEER I I I I Environmental Design Partnership I 900 NY-146 EXISTING GRADE LOW POINT - - I I r-i PAVER HIGH POINT: 326'-7" Clifton Park,NY 12065 322'-0" 1 518.371.7621 1 I STRUCTURAL ENGINEER:I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- Engineering PLLC 900 NY-146 Clifton Park,NY 12065 518.724.0733 1 NORTH ELEVATION 1/4 = 1-0 _ 1 2 2 2 A301 A351 A352 7 -PAINT INSIDE FACE OF T/CHIMNEY - - - - - - - - GLASS BLACK TO OBSCURE 353'- 3" - - ATTIC BEYOND - c? -_ - - r i T RIDGE -- 350'-0" - - - - - - I r ._ _ _ _ - r _ -_ _ _ r_. - - - - ,y_ r -,' - , I - - _ -- __i - - - , �, . -' - - - r__ - - - _: - - -- . �- -__ -- --- ,- - - - r �� , _ AB E LE G U EST �_ -�- -�_ - - - �T 12 _�___�12- - �- -: - - STANDING SEAM METAL ROOF, COLOR TBD__: -- - - - _ -_ _ -I—, --- - - r _-. _ TTAG E , , - CO L-y - _ - _ ---- r1 , --- _ - - - -- - - - --T_ --- -- - - -- --- =_ 4 12" _ - - - - -- --- - - i - __ r , �_ -- - _ -- - __-_ ___ -�,_ - i ---_ - _-.- _ -- _ . . - - �- - - - _ -: ' - 91 4 � - � _ - _ _ __. ., -.-_--- -- -�.--�- -`--- - 1- - --- -- - --�--- _-_ t T 1 ENTSHAKE -r- I -_�_ - - SHAKE SIDING, PAINTED FIBER CEM x_ _ - - - .< - _---- -- -- _.-_r - ASSEMBLY POINT ROAD -- _ -- PANELS OR STAIN DIPPED CEDAR SHAKES- , _ -.- --, - -�- -� -- =-�'--;-_ : - - - ---�_ ._r___ - � - FIBER CEMENT LAP SIDING PAINTED T _ _ - --- - - -- -- -- -- ----- _- - -- -- - N „ -�- --12 - l r - ---L- --r _-�-12 . L ----- - --; E I I - ------ ---- - " " -; -- . _ - - --r - - -- F F ,:` -- - -_ -- -- - I No.l Description I a _, � -, " u �- 1 4" T-� 9 1/4"; _ ,_.. -- - _ -- ----- 5/4 x 4 CORNER TRIM, MATCH SIDING COLOR 9 / _� . - - -- --- -- -- - - - 1 - j - -- I - _r --= -r=- _ - --- -- 1 08.18.2021 _ - BED DEPTH STONE VENEER CHIMNEY _ - - 1 ._ , �.� '. --: �, , � - - _ -- . --- ----- ;-` - PERMIT -12" - - - -- ----_ _ __I '` ADJUSTMENTS r� --__ " T - T - !- - �-- _ - - - _- - - ---- - 1 ----- - = ; -� ASPHALT SHINGLE ROOF, COLOR TBD _ --. ---- - --- -� _ - -- - - ",. 1 -- - -- - - - - , - : 1 - --- -- - -- - : �T. 1� E __ - -'- ,- _ -_ -ram , --- - - =- ---- --- - - ,- - -- 12" Y -: - = �� - FLAT SEAM COPPER WINDOW PAN - -- - L _ -- -: - - „ , - 202 - T/SUBFLOOR-2ND FLOOR 0g -- --- -- --- -= _ , __.< _ - - - - - - - -- - --- - - - 337 -6 Y v _ = ------ --- R.O. HEAD 335'- 101/2 __ - --- ---- ---- - - -- _� - - -- T - , co -- --- --= - -�� - PROGRESS: N H TIMBER BRACKE T&BEAM STAIN H , , PRECAST CONCRETE LINTEL,COLOR TBD - , - -, --- - - " ---- GN ONSTRUCTION HEAD 334 -2 - - - -- _-' - —.1 I -I- -- DEVEEOPMENi i ODOCUMENTS __ YYYY - ----- -_ -__ -- --- ---- --------- R.O HEAD 334 2 ! ; - r " L --- - FIBER CEMENT LAP SIDIN AINTED __ ---- -_ _.__' ---- ---- __.__ -_ __.__ Pot Number - - - G P rojec 2023 v - -- - - - ----- - _ -- b - f - J - -- I F F -" F F - -- TIMBER POST&BEAM ENTRY, STAINED COMPOSITE WINDOW TRIM, PAINTED J - --- -- --- _ __ wn y RK r-- - __r_ -, �- --` ',. --IS 4"x 4"CORNER TRIM MATCH SIDING COLOR -_� C __ -- ---- - -- -- ---- / , - -- - .,,, �; Checkedby MT -- -- . _ _ BED DEPTHS OE VENEER / TONE CAP — - n _ - -- --- -- --�_�_ i - - Date 7.30.21 - --- - g - - `' `, -- °' --- -_ -'', __ - ----- -� = - - - BATTERED STONE PIERS . ; i_ - T/SUBFLOOR- 1ST FLOOR 0 -- - - _ - 32 7 2" - -- _ _ _ _ --- -, - -{--I ,„ - _ - , :.: =,- - f l' FIN. GRADE LOW POINT 325'-0"— — — I I I I I I I I TT/STONESHEL - I I - _� - - - - - - - -- - - - -� - a L -- - - - _, � - - - - - - - - - - - - - Y 324'-0" I FIN. GRADE: 325'-0" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I1 \ EXTERIOR � I I I I FIN. GRADE: 325'-0" FIN. GRADE: 325'-0" 1 1 + 1 1 I I I ELEVATIONS EXISTING GRADE LOW POINT I I I I 1 1 1 1 322'-0" — I I I I I I I I I_ MASONRY SHELF, REFER TO FOUNDATION PLAN AND DETAILS I I I I I I I - - - - - - - _ - _I- - - - - - .-- - - - - - - - - - -1- - - - - - - - - _, - - - - - - -- - - - -- - -- - - -1 -1 - - -1 � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 WEST ELEVATION _ A201 1/4" = V-0" 8/19/2021 8:31:15 AM D ARC JAAyFs, ��� v� G g \ A302 A303 A302 A302 NET 3088$1 p� F OF NE`N y T/ HIMNEY Seal: 353'-3" USE OF ARCHITECTS DOCUMENTS -- - - THESE DOCUMENTS PREPARED BY THE STANDING SEAM METAL ROOF, COLOR TBD ARCHITECT ARE INSTRUMENTS OF SERVICE - - FOR USE SOLELY WITH RESPECT TO THIS T/RIDGE PROJECT,AND SHALL REMAIN THE 350'-O° — - - PROPERTY OF THE ARCHITECT. THE PAINT INSIDE FACE OF GLASS ARCHITECT SHALL RETAIN ALL COMMON ' 12"> LAW,STATUTORY AND OTHER RESERVED T BLACK TO OBSCURE ATTIC BEYOND RIGHTS INCLUDING THE COPYRIGHTS.THE � _ 1 BED DEPTH STONE VENEER CHIMNEY I '� �� - - - - - - -- - . - -- - ( ) r�r-- _.._ r_-�-_ __ L-.- — _ � <,�1/4" ', OWNER SHALL NOT REUSE OR PERMIT THE 2' 12" " !. „ - REUSE OF THESE DOCUMENTS INCLUDING 2 , - - = - - --- -- -- 1 12 - 3 - -- ANY DESIGN&CONSTRUCTION _ - 4 /4�� --- - -- ASPHALT SHINGLE ROOF, COLOR TBD DEVELOPMENT CHANGES OR ALTERATIONS - - - -- - ,9 1 3 ., - , O THESE DOCUMENTS WITHOUT TH �- r_-, - - --- - -r -- TWRITTENACKNOWLEDGEMENTANDE _ r- _ ��.L_ -- --- --- _______-- -____-- _ -- — -- AUTHORIZATION OF THE ARCHITECT � T -- 1 R.O. HEAD 44 - �-_ - - �•� . - �:_:- -:_ _-- =�_ � � : .,- -- - -,�- ER CAP FLASHING AT ALL EA 3 6 _- _ y ____ _ -_ �T�---• _ _ --- - -- - PROJECTED BEAM ENDS -12- _ - - , R.O. HEAD 343 6 --r _ BALZER --- -- -- - - - - - - -- 4" - E E E O O - _ - -- - -- -----_ - --- - TIMBER BRACKET TYPE 1, STAINED C _T A - ASPHALT SHINGLE ROOF, COLOR TBD - - O -- --- --- A409 _ - TUCK --- -- ---- - - - - - - rom our perspective -- A409 I 2 ; -1 - 1 -- - _r - -- - -- -- F►BER CEMENT LAP SIDING, PAINTED -----__ ___- - -_- Li /—J --- `, - ------ - --- _____ _---- ARCHITECTURE TIMBER BRACKET TYPE 1, STAINED _-,- — __ - - -- - - -- -__- ___ !. _ --- - --- ------- - -- ----- --_- 468 BROADWAY SARATOGA SPRINGS.NY T/SUBFLOOR- 2ND FLOOR -- - - --- - -- - P518.s80.8818 33T-6" FIBER CEMENT LAP SIDING, PAINTED R.O. HEAD 335'- 101/2" - - -- _-_-._- ___-__ --- - -_--- --___ __-_._.__ -- - --_._-__.__ __ -_______ _-- --___-_-- -5/4"x 3" FLUSH TRIM, MATCH SIDING COLOR OWNER: c� Phyllis&Chris Abele R.O. HEAD 334'-2" � � -- - — N O Corporate Drive -- -- ___._ ___- --- -____ , _ _ _ -_-_ _- _ _ -_._- _ lifton Park,NY 12065 R.O.R O HEAD 334 2 - ---- ------ - i [; - - - 518.373.9613 - - -- -I - ------ ----- -.. -_ - - - ------- - TIMBER POST&BEAM ENTRY, S ED ---- _ .: E2 STANDING SEAM METAL ROOF COLOR TBD J - J J r — - -- ---- --- - -- - - - :. r----- - 5/4 x 4 CORNER TRIM, MATCH SIDING COLOR . M 10 A M - - -- - -- I 5i4 x 4 CORNER TRIM, MATCH SIDING COLOR — STONE SITE WALL - -- - -- --- --- -_--- BED DEPTH STONE VENEER T T/SUBFLOOR- 1ST FLOOR NE W/S ONE CAP -.-_- - _- GENERAL CONTRACTOR - N Abele Builders f L t I + FIN. GRADE LOW POINT — — - - - - L j 1 _- __ �- _ _ �__, I 14 Corporate Drive 325 0 T/STONE SHELF Clifton Park,NY 12065 0 324'-0" I I I , 1 - - - - - - - - - - - - - - - - - - - - - - - - - - 1 , 518.373.9613 I SITE/CIVIL ENGINEER: I EXISTING GRADE LOW POINT _ I I Environmental Design Partnership 322'- 0" 900 NY-146 Clifton Park,NY 12065 � � - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - 1 518.371.7621 I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -' - - - - - - - - - - - - - - - STRUCTURAL ENGINEER: SB Engineering PLLC 900 NY-146 Clifton Park,NY 12065 518.724.0733 SOUTH ELEVATION 1/4" = V-0" 2 2 1 A301 A351 A301 T/CHIMNEY 353'-3" co T/RIDGE COPPER CAP FLASHING AT ALL PROJECTED BEAM ENDS -- 350'-0" - - - - - -- -- --- - - --� _ - - -- - 12 - - 12 - _ STANDING SEAM METAL ROOF COLOR TBD - - - _ - 1 - -: -- T -- _r A ELE GUEST ---- -_ - -41/4" - 4 1 4" _._, --- - STANDING SEAM METAL ROOF, COLOR TBD - - T-- - -- --- - - - 712 - , - - - -- - - COTTAGE OTT R.O. HEAD 344'-5 13/32° R.O. HEAD 344'-6"-- , I i T CV T - ------ -----� -- _- r-_- -- - ------ _ ___ _ - - - -- ';9 1/4", - T � ASSEMBLY POINT ROAD -- - -- i- ----- - -- -- E -- - - - - - T FIBER CEMENT LAP SIDING, PAINTED -- -- --- ---- O- - 12"- ------ -- F2 - - - - -- - =� No.l Descri lion Date - r -- - ,-- - ----- O - --, ASPHALT SHINGLE ROOF, COLOR TBD ---- - - -�1/2 - __._ -- _ -- - - - - --- - -- ADJUSTMENTS FLAT SEAM COPPER WINDOW PAN __-�- - - - _ -- ------ -- --- _ . - - -r -- - - - - - - -- -- , - --- --y lk T/SUBFLOOR-2ND FLOOR _ - - - � - � -- -'- - . 0 ET TYPE CID - ` TIMBER K E 3, STAINED N -- _ --_ �- STONE LINTEL PRECAST CONCRETE LINTEL, COLOR TBD - PROGRESS - --- -,r - - --- - - - -- - — - R.O. HEAD 33 ---'' DESIGNCONSTRUCTION DEVELOPMENT DOCUMENTS L- ---- ----- ---.._--- _. __-.--- -- - - ^- FIREPLACE VENT TERMINATION Project Number 2023 - - - -- FIBER CEMENT LAP SIDING, PAINTED - :� _. _ - G - _ ----- - - 441 --- - l :, �- --I G � LL- -- Drawn by RK -- - _ -- ----- -- - - - -- - BED DEPTH BATTERED STONE VENEER WALL i - - - - _= -- y _ - Checked by MT BED DEPTH STONE VENEER W/STONE CAP - -- --- - - ` - -` T f - ---J' - BILCO DOOR CLASSIC SERIES SL � - T/SUBFLOOR- 1ST FLOOR — I T - --_-- - Date 07.30.21 327-2" — — _ -- I : N FIN. GRADE LOW POINT - I - - - � 325 -0" T/STONE SHELF 324'-0" — i � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXTERIOR I M EXISTING GRADE LOW POINT — — � , I I ELEVATIONS 322'-0" I r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - � I I I - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -J EAST ELEVATION A202 8/19/2021 8:31:20 AM D ARC QED- JA416S I, 1� 2 1 3 A302 A302 A303 A302 (P 9J' 3p88g.1 ��� T�/CHIMNEY - - - - - - - - - - - - - - - - - - - - - - - - F OF N ESN 4J 353'-3" 14'- 1" 5'- 11" 11'-6" 6'-6" 6'-6" --- ---�-- - - 1 -ASPHALT ROOF - seal: USE OF ARCHITECTS DOCUMENTS- R. THESE DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT,AND SHALL REMAIN THE --•- --- ' I ' I r I PROPERTY OF THE ARCHITECT. THE I , ARCHITECT SHALL RETAIN ALL COMMON --r - --- - „ LAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING DING THE COPYRIGHT(S).THE iOWNER SHALL • • - HIT THE ESEDT REUSE OR DOCUMEN SPINCLIUDING C - -- - - - _ - - -- - ANY DESIGN&CONSTRUCTION '-_ T . - --- ---- - -- -- - -- DEVELOPMENT, TO THESE DOCUMENTS,WITHOUT TH ALTERATIONS ------ - _ _ - - - -, WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT r DR OM 1 - O DR OM 2' : !BATH 1 B - - � BALZER W.1 -EXTERIOR WOOD FRAMED WALL-SIDING--. -- �� O '_ `- = � O --- 205 2 203 T F.2- FLOOR ASSEMBLY_ - 1+ TUCK - }- Ln ' E - 0 ° _ _ - - - - - - - T/PLATE-2ND FLR f Y perspective --- - _ \/Al7LD - o u _� ;�._ from your R.1 -ASPHALT ROOF-- ---- ( - -- - - . ° f 339 -8 ARCHITECTURE . cr=r�lc�G - - " - - - - - T/SUBFLOOR-2ND FLOOR - _ _ ------ - --- - I-- - - � 468 BROADWAY SARATOGA SPRINGS,NY - __ --. -- -- -- T/PLATE- 1 ST FLR P 518580.8818 - 336 -3 / OWNER: - n 1 4° . W.2- EXTERIOR WOOD FRAMED WALL-BED DEPTH STONE VENEER - - --- -- - Phyllis&Chris Abele 14 Corporate Drive Clifton Park,NY 12065 - - �- - � �� 518.373.9613 I _ DINING o ITCHE - - DI G IN1/ G ROOM BEDROOM --- - r- 1 �\ �f a, 105 Y 6 , LJ F.1 - FLOOR ASSEMBLY OVER CRAWLSPACE - z : I I T/SUBFLOOR- 1ST FLOOR 32T-2" Y FND.1 - CONCRETE FOUNDATION WALL W/VENEER STONE ! T/FOUNDATION I 326'- 11 3/4" GENERAL CONTRACTOR: Abele Builders -- - T/STONE SHELF S.1 - BASEMENT SLAB-. - CRAWLSPACE I - - - - -- - - - 14 Corporate Drive 324'-0" Clifton Park,NY 12065 .� _-. I . . 518,373.9613 - . SITE CIVIL ENGINEER : 321 -6 EnvironmentalPartnership T SLA _. , _ - B a hi . n .. r. T - -. RAN" p, rv - .^- .�, h ..ram Sri _ --Y'i. rw .? ... ,.r; .,-� ., ^: �?5; ,v `;{ r --a ._ - .1. . �+" .a -1�cg 'Irv`, "L: /-�._ ;q� .�^.1 -,�' - 1'C"• _ _ .�-I_ f'.�°'E'� .. . alb �' _t•Y.'✓�`. '- 2a�" i�a § ..� - = - - - - Clifton Park,NY 12065 ., �.>_� _� . �. <, ;: ;� T/FOOTING ---- ---- - APPROXIMATE HIGH 321'-0° 51s.371.7621 - - - ---- -- -- GROUND WATER ELEV 319.2' STRUCTURAL ENGINEER: SB Engineering PLLC - -_ 900 NY-146 Clifton Park,NY 12065 SECTION THRU KITCHEN/ LIVING/ DINING lookingSOUTH 518.724.0733 1/4 - 1-0 R.1 -ASPHALT ROOF (R-50) S.1 - BASEMENT SLAB (R-1 FND.1 - CONCRETE FOUNDATION WALL- BED DEPTH STONE VENEER (R-15) • ARCHITECTURAL SHINGLES/STANDING SEAM • 4"REINFORCED CONCRETE SLAB, SEE STRUCTURAL • STONE VENEER, GROUT SOLID W/TYPE S TO 6"ABOVE GRADE <A30)2 • ROOF UNDERLAYMENT - 10 MIL VAPOR RETARDER WITH TAPED SEAMS • FLEX FLASHING ABOVE SUBGRADE STONE VENEER • GRACE ICE AND WATER SHIELD, OR APPROVED EQUAL - 2"RIGID INSULATION (R-10) • RUB-R-WALL WATERPROOF MEMBRANE � 3 CHIMNEY _ - - -SEE ROOF PLAN DRAWING A120 • 12"COMPACTED NO.1 AND NO.2 CLEAN STONE • REINFORCED CONCRETE FOUNDATION, SEE STRUCTURAL 353'-3" - 5/8"SHEATHING WITH SHEATHING CLIPS • UNDISTRUBED GRADE • ENCAPSULATED BATT INSULATION (R-15 MIN.) HUNG FROM RIM JOIST R.1 -ASPHALT ROOF 2X RAFTERS, SEE STRUCTURAL • INSULATION PACKAGE (R-49 MIN.) S.2-GARAGE SLAB ON GRADE - ROOF BAFFEL ALONG ENTIRE UNDERSIDE OF SHEATHING 5 REINFORCED CONCRETE SLAB, SEE STRUCTURAL FND.2- CONCRETE FOUNDATION WALL(R-15) 1'-8" 10'-4" 20'-8" 10'-4" 1'-8" �� - -ICYNENE PROSEAL LE CLOSED CELL SPRAY FOAM (R-49) • RUB-R-WALL WATERPROOF MEMBRANE • 2X CEILING JOISTS WHERE INDICATED, SEE FRAMING PLAN • 10 MIL VAPOR RETARDER WITH TAPED SEAMS • CERTAINTEED MEMBRANN AIR BARRIER&SMART VAPOR RETARDER • 12"COMPACTED NO.1 AND NO.2 CLEAN STONE • REINFORCED CONCRETE FOUNDATION, SEE STRUCTURAL 3°1 12„ • GWB CEILING, PTD. • NDISTRU Y ADD • ENCAPSULATED BATT INSULATION (R-15 MIN.) HUNG FROM RIM JOIST R.2- STANDING SEAM METAL ROOF OVER PORCH F.1 - FLOOR ASSEMBLY OVER CRAWLSPACE W.1 - EXTERIOR WOOD FRAMED WALL-SIDING(R-5 Cl/R-21) W.1 - EXTERIOR WOOD FRAMED WALL-SIDING • ARCHITECTURAL SHINGLES • FLOOR FINISH, SEE FINISH SCHEDULE • FIBER CEMENT SHINGLES OR CLAPBOARD SIDING • UNDERLAYMENT AS REQUIRED BY FINISH MANUFACTURER -SEE ELEVATION DRAWINGS FOR LOCATIONS AB E LE GUEST • ROOF ICE AN UNDERLAYMENT BENJAMIN OBDYKE'SLICKER CLASSIC RAINSCREEN (10MM � 3/4"ADVANTECH T&G DECKING, GLUED&NAILED � ) g I _ • GRACE ICE AND WATER SHEILD, OR APPROVED EQUAL • TJI FLOOR JOISTS, SEE STRUCTURAL • 1 1/2" 'ZIP SYSTEM R-SHEATHING' (R-5 CI) SEAMS TAPED COTTAGE i -SEE ROOF PLAN DRAWING A120 FOR LOCATIONS N w 30"x36"ATTIC 3"MINERAL WOOL BATT INSULATION INSTALLED ON BOTTOM • 2x6 STUD WALL, SEE STRUCTURAL Q � m I i 'I, I ACCESS HATCH "' (2) LAYERS 3/4 ADVANTECH PLYWOOD T&G SHEATHING (2) LAYE CHORD OF FLOOR FRAMING, INSULATION SUPPORTS SPACED NO MORE • 5 1/2"MINERAL WOOL BATT INSULATION (R-21) • w 5/8"x6" DOUGLAS FIR T&G BEAD BOARD, STAINED • CERTAINTEED MEMBRANN AIR BARRIER&SMART VAPOR RETARDER o • o ---- - THAN 24 O.0 AND MAX. 6 FROM ENDS. I- 2x RAFTERS, SEE STRUCTURAL 2 I i BUNKROOM v �\ �� 1/2"GWB, PTD AND/OR SPECIFIED FINISH ASSEMBLY POINT ROAD A350 208 T/PLATE-2ND FLR F.2- FLOOR ASSEMBLY W.2- EXTERIOR WOOD FRAMED WALL-BED DEPTH STONE VENEER (R-5 Cl/R-15) No.l Description I Date 2 v FLOOR FINISH, SEE FINISH SCHEDULE • STONE VENEER 9r� - 339'- 8" girt UNDERLAYMENT AS REQUIRED BY FINISH MANUFACTURER • 1"AIR SPACE, MASONRY TIES AT 16" O.C. 1 PERMIT 08.18.2021 T/SUBFLOOR-2ND FLOOR 3/4 ADVANTECH T&G DECKING, GLUED&NAILED • FLEX FLASHING AND WEEPS 6"ABOVE FINISH GRADE ADJUSTMENTS 33T-6° TJI FLOOR JOISTS, SEE STRUCTURAL • #15 FELT ROOF UNDERLAYMENT OR EQUAL I - - PROVIDE 6"ROXUL SAFEWSOUND BATT INSULATION IN FLOOR CAVITY • 1 1/2" 'ZIP SYSTEM R-SHEATHING' (R-5 CI) SEAMS TAPED T/PLATE- 1 ST FLR - BELOW BR AND BATHROOM'S, ONLY • 2x6 STUD WALL, SEE STRUCTURAL 336'-3 1/4" 5/8"GWB CEILING, PTD. • 51/2"BATT INSULATION (R-21) I I F.2- FLOOR ASSEMBLY • 1/2"GWB AND/OR SPECIFIED FINISH F.3- FLOOR ASSEMBLY ABOVE GARAGE FLOOR FINISH, SEE FINISH SCHEDULE W.1 -EXTERIOR WOOD FRAMED WALL-SIDING UNDERLAYMENT AS REQUIRED PROGRESS: • 3/4"ADVANTECH T&G DECKING, GLUED AND NAILED DESIGN CONSTRUCTION • TJI FLOOR JOISTS, SEE STRUCTURAL am DEVELOPMENT DOCUMENTS I S.2- GARAGE SLAB ON GRADE CLOSED CELL SPRAY FOAM AT THE UNDERSIDE OF Project Number - FLOOR SHEATHING, . R _ 1 2023 SH , MIN 30 5/8"GWB CEILING, PTD. GARAGE - Drawn � W.2 EXTERIOR WOOD FRAMED WALL- BED DEPTH STONE VENEE=R by RK 111 T/SUBFLOOR- 1ST FLOOR P.1 - PATIO ASSEMBLY Checked by MT ----- �- -- - - ---- -- -- 1/8"/12"-- - -- - --- ---- -- - - - 327 2 i 1/2" BLUESTONE PATIO PAVERS �-T/FOUNDATION 1 1/2" MUDSET 326'- 11 3/4° Date 07.30.21 • 4" REINFORCED CONCRETE SLAB, SEE STRUCTURAL I • 6"COMPACTED NO.1 AND NO.2 CLEAN STONE T/STONE SHELF • UNDISTURBED GRADE OR COMPACTED FILL - 324'- 0" I I I I I - T/FOOTING BUILDING - _ T 321 - 0 -- ESECTIONS _ ------ - - - - - - _ - - - - - - - - - - - - - - APPROXIMATE HIGH _ GROUND WATER ELEV 319.2' SECTION THRU GARAGE looking SOUTH _ A301 2 1/4" = T-0" 8/19/2021 8:31:21 AM ctED ARC A301 V n 1 2 h A301 A351 (P 1'-4" 1 '- 11" 5'-3" 4'-6" 9I� 30888.1 A OF NEVI F/STUD AT FIRST FLOOR _ Sea] r r 3 a I 1 6" 8'_6" USE OF ARCHITECTS DOCUMENTS- 7— THESE DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE T_ r2" -. FOR USE SOLELY WITH RESPECT TO THIS PROJECT,AND SHALL REMAIN THE R.1 -ASPHALT ROOF --- -— J - T - --` ~'' - PROPERTY OF THE ARCHITECT. THE - --+ - - --- -- - _ ARCHITECT SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S).THE OWNER SHALL NOT REUSE OR PERMIT THE 1 _ _-: �_ _- _• _ - RE DOCUMENTS INCLUDING ---- - - -- -- \ REUSE DESIGN&CONSTRUCTION - L -- - - - DEVELOPMENT,CHANGES OR ALTERATIONS ,. -- - -_-, - --- _- - TO THESE DOCUMENTS,WITHOUT THE W.1 - EXTERIOR WOOD FRAMED WALL-SIDING _-- -- --- -- -- = R.1 -ASPHALT ROOF _ -- -- - WRITTEN ACKNOWLEDGEMENT AND -_ -_ ; BEDROOM 1 EDRO M H z 1-_ I -_ - AUTHORIZATION OF THE ARCHITECT B_ - _ F- 204 �20� 202 - - - w -- - -- - -- - 0 w _ - - Chi 'I w -- - - I3ALZ E R i �p r` -- _ IN� T/SUBFLOOR-2ND FLOOR from your perspective -- _ T/SUBFLOOR-2ND FLOOR 1� 337'-6" - - - - 337'-6" ARCHITECTURE - - - - - - - --- --- = T/PLAT 336 S 3 FL F.2- FLOOR ASSEMBLY - -- --- - -- -- - - -- --- --- ------ 468 BROADWAY SARATOGA SPRINGS.NY -- P 518.580.8818 i i CD -- - -- W.1 - EXTERIOR WOOD FRAMED WALL- IDIN - z - - -- _ I r O I = - = Z w - - --- OWNER: - --- : ? T -- - POWDER T w LIVING ROOM w --- -- -- Phyllis&Chris Abele F.1 - FLOOR ASSEMBLY OVER CRAWLSPAC _r __-_ _ K1T --_ _ r 106 - W.1 - EXT ~ U 14 Corporate Drive 4405�- _- - - i -- - - - - - - - -- g 103 - - - P- ERI W D AMED LL SIDI t Clifton Park,NY 12065 - F.1 - FLOOR ASSEMBLY OVER CRAWLSPACE 1 518.373.9613 P.1 -PATIO ASSEMBLY T/SUBFLOOR- 1ST FLOOR - - - I - 327'-2" - -_ s r. t ,r T/SUBFLOOR 1ST FLOOR _ r_,' 327-2�� FND.2- CONCRETE FOUNDATION WALL (R-15) T/FOUNDATION FND.2- CONCRETE FOUNDATION WALL(R-15) i 326'- 11 3/4" T/STONE SHELF - ° - - S.1 BASEMENT SLAB 324'-0" CRAWL SPACE 't' CRAWL SPACE GENERAL CONTRACTOR: S.1 - BASEMENT SLAB q Abele Builders T/SLAB 14 Corporate Drive - - Clifton Park,NY 12065 321'-6" - - _ - - -- T/SLAB : �, ,-ter t..- - 518.373.9613 5 - _ k. _ - x _ _. y. _ .v - - — — — e - - T � h>� .�. ��_ ._s. `�r� _ �����.a���..` i �.,,�, � - ma,"',���'� ,_ � _` rt.. v � - SITE CIVIL ENGINEER: �� ... �� Y .' T/FOOTING / ' APPROXIMATE HIGH - - - - -' - - - - - - -_ - - � �� • T/FOOTING APPROXIMATE HIGH 321 -0 Environmental Design Partnership 321'-0" GROUND WATER ELEV 319.2' j _ GROUND WATER ELEV 319.2' soo NY-1 as ' Clifton Park,NY 12065 518.371.7621 STRUCTURAL ENGINEER: SB Engineering PLLC 900 NY-146 SECTION THRU KITCHEN looking WEST -- _ CliftonP.2 .0733rk,NY 65 518.724.0733 - g -- SEC_ ION THRU LIVING ROOM looking WEST 2 1/4" = 1'-0" 3 1 2 A301 A301 T/CHIMNEY R.1 -ASPHALT ROOF 353'--3" -- - - - - - - - - BUNK BEDS TO BE BOUGHT ITEMS BY OWNER 77 r - - -- A 350 ABELE GUEST I _ - � ST CEtLlNG. : - R „ AULTED -� - _ - - - - --- COTTAGE ILING ' A351 BEDROOM 2 I - � ASSEMBLY POINT ROAD F.2- FLOOR ASSEMBLY I 205 BEDROOM HALL#� BUNKROOM -' 214 208 I --- I --- W.1 - EXTERIOR WOOD FRAMED WALL-SIDING No.I Description Date T/PLATE-2ND FLR 1 PERMIT 08.18.2021 W.1 - EXTERIOR WOOD FRAMED WALL-SIDING _ , 339'-8" ADJUSTMENTS - -- - -FLOOR ,, - - � 33T 6,� a T/SUBFLOOR 2ND T/PLATE_1 ST FLR i I. 336'-3 1/4" - --- F.3- FLOOR ABOVE GARAGE PROGRESS: W.2- EXTERIOR WOOD FRAMED WALL- BED DEPTH STONE VENEER ( _ j-M BEDROOM DLOPM CONSTRUCTION DEVELOPMENT DOCUMENTS e, - - PANTY MUD ROOM --_ ____ - --- ---- GARAGE Project Number 2023 I -- ' J - - S.2- GARAGE SLAB ON GRADE l 112 110 1'11 - Drawn RK by '. --- - F.1 - FLOOR ASSEMBLY OVER CRAWLS PACE W,2- EXTERIOR WOOD FRAMED WALL- BED DEPTH STONE VENEER Checked by MT T/SUBFLOOR- 1 ST FLOOR -- 32T-2" Date 07.30.21 N N --- , OU6 DAB 104 T/F FND.1 -CONCRETE FOUNDATION WALL W/VENEER STONE _ - S.1 - BASEMENTS C - _ T/STONE SHELF OIL tCRAWL SPACE - 324 -0 BUILDING _ _ SECTIONS 321 - -�.- - -.;. - _ .., r,;? s�<,.✓ ,'-� -r,:- i x �Y. :.; ._7` h 7- w �i -',! " �'r" .}",yY�s-, kr� :°;�.'"�."� -�'• ,>,��x.. _. .. - - — — — — — — — — — - - s .—-�-�' T/FOOTING APPROXIMATE HIGH 321'-0" - - GROUND WATERELEV'319.2' SECTION THRU MASTER BEDROOM/ FOYER/ GARAGE looking WEST A302 1/4" = 1'-0" - - - 8/19/2021 8:31:25 AM D ARC JAIy�cSj)t<` ft N �. 30888.1 OF NEB Seal: USE OF ARCHITECTS DOCUMENTS: THESE DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT,AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S).THE OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS INCLUDING ANY DESIGN&CONSTRUCTION DEVELOPMENT,CHANGES OR ALTERATIONS TO THESE DOCUMENTS,WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT BALZER TUCK f Yperspective our from ARCHITECTURE 468 BROADWAY SARATOGA SPRINGS,NY P 518.580.8818 OWNER : Phyllis&Chris Abele 14 Corporate Drive Clifton Park,NY 12065 518.373.9613 GENERAL CONTRACTOR: Abele Builders 14 Corporate Drive Clifton Park,NY 12065 518.373.9613 SITE/CIVIL ENGINEER: Environmental Design Partnership 900 NY-146 Clifton Park,NY 12065 518.371.7621 STRUCTURAL ENGINEER : SB Engineering PLLC 900 NY-146 Clifton Park,NY 12065 518.724.0733 1 A301 T/CHIMNEY — - — — — — — — - — — — — — — -- — — — — -- — — — 353-3" R.1 -ASPHALT ROOF - -------- �-----------� T/RIDGE Adk 350'-0 " f ROOF - 349'-6" "• VAULTED VAQLTE[) f f CEILINGCEILII�}G'' W.1 -EXTERIOR WOOD FRAMED WALL-SIDING ABELE GUEST In I � � A351 f ( f 1 BEDROOM 1 !, STAIR'; A352 COTTAGE ! I 203 201 f f F.2- FLOOR ASSEMBLY-- - f R.2- STANDING SEAM METAL PORCH ROOF ASSEMBLY POINT ROAD f6 No. Description I Date ' A409 T/SUBFLOOR-2ND FLOOR gL TF — — - 337-6" 1 PERMIT 08.18.2021 f _ — — — T/PLATE- 1 ST FLR � ADJUSTMENTS 336'-3 1/4" ' s DINING FO Y 'R I f f 104 10� PROGRESS' - DESIGN CONSTRUCTION F 1 - FLOOR ASSEMBLY OVER CRAWLSPACE — - __ � DEVELOPMENT DOCUMENTS /A\ P.1 - PATIO ASSEMBLY f ( i P.1 -PATIO ASS MBLY SITE WALL BEYOND Project Number 2023 f — — — T/SUBFLOOR- 1ST FLOOR Drawn by RK - 1 ATION 327-2�� T/FOUN y x 32fi D /4" Checked by UP _ 11 3 MT FND 2-CONCRETE FOUNDATION WALL 0-15) I — f ( APPROX. FIN GRADE � Date 07.30.21 ' CRAWL SPACE 325-00" C� S.1 - BASEMENT SLAB f— — 321 6 T/SLAB - - _., € _ T/FOOTING x r, - 321 -0 r . , � - BUILDING SECTIONS SECTION THRU DINING ROOM AND FOYER looking WEST A303 1/4" = V-0" 8/19/2021 8:31:26 AM R.1 -ASPHALT ROOF I(R-50) R.1 -ASPHALT ROOF (R-50) EtE� ARc • ARCHITECTURAL SHINGLES/STANDING SEAM • ARCHITECTURAL SHINGLES/STANDING SEAM � P�� JA47 • ROOF UNDERLAYMENT • ROOF UNDERLAYMENT 2 ROOF BAFFLES • GRACE ICE AND WATER SHIELD, OR APPROVED EQUAL • GRACE ICE AND WATER SHIELD, OR APPROVED EQUAL V� n A402 - SEE ROOF PLAN DRAWING A120 -SEE ROOF PLAN DRAWING A120 • 5/8"SHEATHING WITH SHEATHING CLIPS • 5/8"SHEATHING WITH SHEATHING CLIPS • 2X RAFTERS, SEE STRUCTURAL N —-—_—_ _—___—__- _ • 2X RAFTERS, SEE STRUCTURAL • INSULATION PACKAGE (R-49 MIN.) 2x8 SUB-FASCIA • INSULATION PACKAGE (R-49 MIN.) = - ROOF BAFFEL ALONG ENTIRE UNDERSIDE OF SHEATHING - ROOF BAFFEL ALONG ENTIRE UNDERSIDE OF SHEATHING _ _ _ - ICYNENE PROSEAL LE CLOSED UNDERSIDE SPRAY FOAM THIN -—- - ICYNENE PROSEAL LE CLOSED CELL SPRAY FOAM (R-49) 6 �2 OF NEB T/RIDGE Imo_---------- ��_ - - - - - - - • 2X CEILING JOISTS WHERE INDICATED, SEE FRAMING PLAN 2X CEILING JOISTS WHERE INDICATED, SEE FRAMING PLAN 1� 559-0" • CERTAINTEED MEMBRAIN AIR BARRIER&SMART VAPOR RETARDER CERTAINTEED MEMBRAIN AIR BARRIER &SMART VAPOR RETARDER seal: DOCUMENTS:USE OF ARCHITECTS ROOF - - - -- �` "-- - • GWB CEILING, PTD. 349 6 I I GWB CEILING, PTD. --'-- THESE DOCUMENTS PREPARED BY THE - ROOF BAFFLE i c T HEADER I _ ROOF BAFFLE ARCHITECT ARE INSTRUMENTS OF SERVICE - 4 F s 3 5' 6 1/4" OPROJE GLAND SHALL REMAINO E I ' T/HEADER i �� PROPERTY OF THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON 345 2 3/4„ SOFFIT VENT LAW,STATUTORY AND OTHER RESERVED I ( I W 1 EXTERIOR WOOD FRAMED WALL-SIDING (R-5 Cl/R-21) RIGHTS INCLUDING THE COPYRIGHT(S).THE • FIBER CEMENT SHINGLES OR CLAPBOARD SIDING R.O. HEAD OWNER SHALL NOT REUSE T PERMIT THE REUSE OF THESE DOCUMENTS INCLUDING -SEE ELEVATION DRAWINGS FOR LOCATIONS 344'-6" ANY DESIGN&CONSTRUCTION 344'-6" ++ BENJAMIN OBDYKE'SLICKER CLASSIC' RAINSCREEN (10MM) DEVELOPMENT,CHANGES OR ALTERATIONS TIMBER BRACKET TYPE 2 _—_ _ _—-___ —_ W 1 -EXTERIOR WOOD FRAMED WALL-SIDING (R-5 Cl/R-21) I�-—-—-—- - '—- 1 1/2" 'ZIP SYSTEM R-SHEATHING' (R-5 CI) SEAMS TAPED To THESE DOCUMENTS,WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND F.C. SOFFIT • FIBER CEMENT SHINGLES OR CLAPBOARD SIDING • 2x6 STUD WALL, SEE STRUCTURAL AUTHORIZATION OF THE ARCHITECT SEE ELEVATION DRAWINGS FOR LOCATIONS 5 1/2"MINERAL WOOL BATT INSULATION (R-21) R.1 -ASPHALT ROOF (R-50) BENJAMIN OBDYKE'SLICKER CLASSIC'RAINSCREEN (10MM) _ 1 • CERTAINTEED MEMBRAIN AIR BARRIER&SMART VAPOR RETARDER BALZER • ARCHITECTURAL SHINGLES/STANDING SEAM VAULTED CEILING 1 1/2" `ZIP SYSTEM R-SHEATHING' (R-5 CI) SEAMS TAPED - 1/2"GWB, PTD AND/OR SPECIFIED FINISH • ROOF UNDERLAYMENT • 2x6 STUD WALL, SEE STRUCTURAL A402• GRACE ICE AND WATER SHIELD, OR APPROVED EQUAL 5 1/2" MINERAL WOOL BAIT INSULATION (R-21) F 3- FLOOR ASSEMBLY ABOVE GARAGE TUCK SEE ROO F PLAN DRAWING A120 • CERTAINTEED MEMBRAIN AIR BARRIER&SMART VAPOR RETARDER • FLOOR FINISH, SEE FINISH SCHEDULE E* • 5/8"SHEATHING WITH SHEATHING CLIPS • 1/2"GWB, PTD AND/OR SPECIFIED FINISH • UNDERLAYMENT AS REQUIRED BEDROOM 2 BUNKROOM_ • 3/4"ADVANTECH T&G DECKING, GLUED AND NAILED from your perspective • 2X RAFTERS, SEE STRUCTURAL — 205 F 3- FLOOR ASSEMBLY ABOVE GARAGE 208 • TJI FLOOR JOISTS, SEE STRUCTURAL ARCHITECTURE • INSULATION PACKAGE (R-49 MIN.) • CLOSED CELL SPRAY FOAM AT THE UNDERSIDE OF - ROOF BAFFEL ALONG ENTIRE UNDERSIDE OF SHEATHING • FLOOR FINISH, SEE FINISH SCHEDULE - ICYNENE PROSEAL LE CLOSED CELL SPRAY FOAM (R-49) • UNDERLAYMENT AS REQUIRED FLOOR SHEATHING, MIN. R-30 • 2X CEILING JOISTS WHERE INDICATED, SEE FRAMING PLAN • 3/4"ADVANTECH T&G DECKING, GLUED AND NAILED • 5/8" GWB CEILING, PTD. 468 sROADwAY sARATocnsP>�lrres,NY CERTAINTEED MEMBRAIN AIR BARRIER&SMART VAPOR RETARDER • TJI FLOOR JOISTS SEE STRUCTURAL R.1 -ASPHALT ROOF PSlssaosals • GWB CEILING, PTD. • CLOSED CELL SPRAY FOAM AT THE UNDERSIDE OF • ARCHITECTURAL SHINGLES/STANDING SEAM OWNER FLOOR SHEATHING, MIN. R-30 - _-—_—___ _ _ • ROOF UNDERLAYMENT • 5/8"GWB CEILING, PTD. • GRACE ICE AND WATER SHIELD, OR APPROVED EQUAL Phyllis&Chris Abele -SEE ROOF PLAN DRAWING A120 \�`L 14 Corporate Drive I Clifton Park,NY 12065 COPPER CAP FLASHING. TYP. o • 5/8"SHEATHING WITH SHEATHING CLIPS _-g�\� 518.373.9613 I • 2X RAFTERS, SEE STRUCTURAL TIMBER BRACKET TYPE 1 • INSULATION PACKAGE (R-49 MIN.) 3„ A2 BEDROOM 2 ) - ROOF BAFFEL ALONG ENTIRE UNDERSIDE OF SHEATHING - ICYNENE PROSEAL LE CLOSED CELL SPRAY FOAM (R-49) ' F 2- FLOOR ASSEMBLY 205 FILL FLOOR CAVITY W/CLOSED CELL SPRAY - 2X CEILING JOISTS WHERE INDICATED, SEE FRAMING PLAN • FINISH, SEE FINISH SCHEDULE FOAM INSULATION FLOOR FIN S S CERTAINTEED MEMBRAIN AIR BARRIER&SMART V R RETAR ER F 00 c I • UNDERLAYMENT AS REQUIRED BY FINISH MANUFACTURER " GWB CEILING, PTD. 4 I I oD 7 i • 3/4"ADVANTECH T&G DECKING, GLUED&NAILED �`LA402• TJI FLOOR JOISTS, SEE STRUCTURAL - A401 00 I • PROVIDE 6"ROXUL SAFE'N'SOUND BATT INSULATION IN FLOOR CAVITY / -BELOW BR AND BATHROOM'S, ONLY T/SUBFLOOR-2ND FLOOR _ _ _ _ /_ T/SUBFLOOR-2ND FLOOR _ _ OR. • 5/8"GWB CEILING, PTD. 33T-6- Abele -6" GENERAL CONTRACT • I �' Abele Builders 5 8 A602 A401 FIBER CEMENT LAP SIDING 14 Corporate Drive � Clifton Park,NY 12065 -— I ( 518.373.9613 W 1 - EXTERIOR WOOD FRAMED WALL-SIDING (R-5 Cl/R-21) T/PLATE- 1ST FLR T/PLATE- 1ST FLR - - • FIBER CEMENT SHINGLES OR CLAPBOARD SIDING \ -_- SITE/CIVIL ENGINEER — — — — - — — 4� 336'-3 - --- ----- 336'-31/4'I -SEE ELEVATION DRAWINGS FOR LOCATIONS � Environmental Design Partnership SOFFIT VENT SOFFIT VENT - 900 NY-146 • BENJAMIN OBDYKE'SLICKER CLASSIC' RAINSCREEN (10MM) 111 I • 1 1/2" `ZIP SYSTEM R-SHEATHING' (R-5 CI) SEAMS TAPED J ' F.C. SOFFIT L. -—__-__—- FIBER CEMENT LAP SIDING 1/2" GWB, TAPE AND 1 COAT Clifton Park,NY 12065 • O 518.371.7621 • 2x6 STUD WALL, SEE STRUCTURAL I 5/4 x 12 COMPOSITE FLATBOARD, PTD W/5/4 x 2"CAP - 5/4 x 12 COMPOSITE FLATBOARD, PTD W/5/4 x 2"CAP-- / COMPOUND AT SEAMS I STRUCTURAL ENGINEER • 5 1/2"MINERAL WOOL BATT INSULATION (R-21) 2'-61 -- • CERTAINTEED MEMBRAIN AIR BARRIER &SMART VAPOR RETARDER I I TIMBER BRACKET TYPE 3, SEE TIMBER DETAILS FOR PROFILE —- - '—-—" SB Engineering PLLC " FINISH W 1 - EXTERIOR WOOD FRAMED WALL-SIDING (R-5 Cl/R-21) AND/OR SPECIFIEDE ELL SPRAY 900 Park, NY 1 1/2 GWB, PTD /O , • FIBER CEMENT SHINGLES OR CLAPBOARD SIDING FILL FLOOR CAVITY W/CLOSED C Clifton Park,NY 12065 I -SEE ELEVATION DRAWINGS FOR LOCATIONS FOAM INSULATION I ( 518.724.0733 L----- ' ---- -� T/SUBFLOOR- 2ND FLOOR BENJAMIN OBDYKE'SUCKER CLASSIC RAINSCREEN (10MM)Jh I ir 33T-6° • 1 1/2" 'ZIP SYSTEM R-SHEATHING' (R-5 CI) SEAMS TAPED - FILL FLOOR CAVITY W/CLOSED CELL SPRAY • 2x6 STUD WALL, SEE STRUCTURAL FOAM INSULATION • 5 1/2" MINERAL WOOL BATT INSULATION (R-21) SIDEWALL VENT • CERTAINTEED MEMBRAIN AIR BARRIER&SMART VAPOR RETARDER • 1/2"GWB, PTD AND/OR SPECIFIED FINISH I -Jh_ T/PLATE- 1ST FLR _ _ ' 1J 336' -3 - 1 - - - W 2-EXTERIOR WOOD FRAMED WALL-BED DEPTH STONE VENEER (R-5 Cl/R-15) I , • STONE VENEER ! TIMBER BRACKET TYPE 2 ( 1"AIR SPACE, MASONRY TIES AT 16" O.C. FLEX FLASHING AND WEEPS 6"ABOVE FINISH GRADE I • #15 FELT ROOF UNDERLAYMENT OR EQUAL W.2- EXTERIOR WOOD FRAMED WALL- BED DEPTH TONE VENEER R- R-1 ( M BEDRO O O S O E E ( 5� 5) 1 1/2" 'ZIP SYSTEM R-SHEATHING' (R-5 CI) SEAMS TAPED • STONE VENEER GARAGE 2x6 STUD WALL, SEE STRUCTURAL 107 • 1"AIR SPACE, MASONRY TIES AT 16"O.C. ' ( 111 5 1/2"BATT INSULATION (R-21) ' I M ] • FLEX FLASHING AND WEEPS 6"ABOVE FINISH GRADE I 1/2"GWB AND/OR SPECIFIED FINISH 4 410 • #15 FELT ROOF UNDERLAYMENT OR EQUAL 107 • 1 1/2" 'ZIP SYSTEM R-SHEATHING' (R-5 CI) SEAMS TAPED • 2x6 STUD WALL, SEE STRUCTURAL • 5 1/2" BATT INSULATION (R-21) • 1/2"GWB AND/OR SPECIFIED FINISH L-------- ---- li ABELE GUEST F 1 -FLOOR ASSEMBLY OVER CRAWLSPACE I I I F Q • C OTTAG E F 1 - FLOOR ASSEMBLY OVER CRAWLSPACE • FLOOR FINISH, SEE FINISH SCHEDULE ( ' R FINISH SEE FINISH SCHEDULE S 2-GARAGE SLAB ON GRADE UNDERLAYMENT AS REQUIRED BY FINISH MANUFACTURER ' • FLOG • 3/4"ADVANTECH T&G DECKING, GLUED&NAILED ' • UNDERLAYMENT AS REQUIRED BY FINISH MANUFACTURER 5"REINFORCED CONCRETE SLAB, SEE STRUCTURAL • TJI FLOOR JOISTS, SEE STRUCTURAL • 3/4°ADVANTECH T&G DECKING, GLUED&NAILED 10 MIL VAPOR RETARDER WITH TAPED SEAMS - 3" MINERAL WOOL BATT INSULATION INSTALLED ON BOTTOM ASSEMBLY POINT ROAD , • TJI FLOOR JOISTS, SEE STRUCTURAL • 12"COMPACTED NO.1 AND NO.2 CLEAN STONE CHORD OF FLOOR FRAMING, INSULATION SUPPORTS SPACED NO MORE I• 3 MINERAL WOOL BATT INSULATION INSTALLED ON BOTTOM • UNDISTRUBED GRADE THAN 24"O.0 AND MAX. 6"FROM ENDS. i ® No.l Description I Date CHORD OF FLOOR FRAMING, INSULATION SUPPORTS SPACED NO MORE 3 D I MAX. 6 FROM ENDS. ' 1 PERMIT 08.18.2021 THAN 24 O.0 AND A401 I ADJUSTMENTS T/SUBFLOOR- 1ST FLOOR _ T/SUBFLOOR- 1ST FLOOR — — — � — " _ � � � - — — - - 327 -2 �r 1� 327 -2 _ 327 -2 — — - - — — —• T/FOUNDATION k T�/FOUNDATION I I Jh T/FOUNDATION / I 326'- 11 3/4" 1V 326'- 11 3/4" 326'- 11 3/4" PERMEABLE PAVERS AT DRIVE I END 1 -CONCRETE FOUNDATION WALL- BED DEPTH STONE VENEER (R-15) 1/8 112 • STONE VENEER, GROUT SOLID W/TYPE S TO 6"ABOVE GRADE -- • FLEX FLASHING ABOVE SUBGRADE STONE VENEER I I r - �, • RUB-R-WALL WATERPROOF MEMBRANE - N I IDESIGN CONSTRUCTION PROGRESS: 3 = • REINFORCED CONCRETE FOUNDATION, SEE STRUCTURAL DEVELOPMENT DOCUMENTS a - • ENCAPSULATED BATT INSULATION R-15 MIN.) HUNG FROM RIM JOIST - , , D O 1 Project Number 2 ` Drawn by RK Jh T/STONE SHELF - - - - — - - - I - _ -_ _ 324'T STONE SHELF L - - - - --- - - - -3'L4'-0" Checked y `:. S.1 -BASEMENT SLAB (R-10) - � b MT S.1 - BASEMENT SLAB R-10) ` � � - -= __.�.. - -—-—-—- • 4"REINFORCED CONCRETE SLAB, SEE STRUCTURAL • 4"REINFORCED CONCRETE SLAB, SEE STRUCTURAL 1 "� a 10 MIL VAPOR RETARDER WITH TAPED SEAMS _ ` ` _ _ Date 07.30.21 • 10 MIL VAPOR RETARDER WITH TAPED SEAMS — -—- - A401 2" RIGID INSULATION (R-10) • 2"RIGID INSULATION (R-10) _- � 12"COMPACTED N0.1 AND N0.2 CLEAN STONE ` • 12 COMPACTED NO.1 AND NO.2 CLEAN STONE • UNDISTRUBED GRADE • UNDISTRUBED GRADE 1 2"EXPANSION JOINT - - SLOPE TOP OF FOOTING WITH MORTAR ' SLOPE TOP OF FOOTING WITH MORTAR / MORTAR I 1 SLOPE TOP OF FOOTING WITH MO F LAB ALL SECTIONS - i - 32S'-6° T SLAB 4� 321 -6 - - _: - - � 77- T/FOOTING �;- ,_r _.�,,_ � T FOOTING - _ - - -_ - - � �r TING - - - __- - 4 321 0 - 'T/FOG - - , � � s 321 0 4" DIAMETER PERFORATED FABRIC SLEEVED HDPE 4 DIAMETER PERFORATED FABRIC SLEEVED - RUSHED No. 1 . , ,=_' `� =� , `, � FOUNDATION DRAIN SET IN CRUSHED No. 1 AND o HDPE FOUNDATION DRAIN SET IN C - PE FOUNDATION DRAIN _' _;;_> o_- ' -: -<- �-=- :, � CLEAN STONE WITH FILTER FABRIC WRAP ENCLOSURE >. . s 4 DIAMETER PERFORATED FABRIC SLEEVED HD OU � AND No. 2 CLEAN STONE WITH FILTER FABRIC ��- ^ s . WITH FILTER FABRIC _ ' Y',_ `` BETWEEN GRAVEL AND BACKFILL, RUN TO DAYLIGHT. DO - SET IN CRUSHED No. 1 AND No. 2 CLEAN STONE _ WRAP ENCLOSURE BETWEEN GRAVEL AND - WRAP ENCLOSURE BETWEEN GRAVEL AND BACKFILL, RUN TO DAYLIGHT. : BACKFILL, RUN TO DAYLIGHT. DO NOT CONNECT NOT CONNECT WITH INTERIOR SLAB DRAINAGE SYSTEM DO NOT CONNECT WITH INTERIOR SLAB DRAINAGE SYSTEML WITH INTERIOR SLAB DRAINAGE SYSTEM _ _ _ _ _ _ A350 WALL SECTION AT BEDROOM 2 OVERHANG WALL SECTION AT GARAGE DOOR WALL SECTION AT MASTER BEDROOM 3 3/4" = V-0" 3J4, = 1'-0° - - 8/192021 8:31:31 AM R.1 -ASPHALT ROOF (f50) JAMFS, ` ` • ARCHITECTURAL SHINGLES/STANDING SEAM _ - • ROOF UNDERLAYMENT T/RIDGE • GRACE ICE AND WATER SHIELD, OR APPROVED EQUAL 350'-0" - - _ -SEE ROOF PLAN DRAWING A120 • 5/8"SHEATHING WITH SHEATHING CLIPS R49�6I _—--- • 2X RAFTERS, SEE STRUCTURAL 9 V 9�. 3088$ O 1 4 • INSULATION PACKAGE (R-49 MIN.) OF NE� Sim ROOF BAFFEL ALONG ENTIRE UNDERSIDE OF SHEATHING 6x10 TIMBER BEAM, STAINED, 2 - ICYNENE PROSEAL LE CLOSED CELL SPRAY FOAM (R-49) 1"CHAMFER AT END '' Seal: ' A402 2X CEILING JOISTS WHERE INDICATED, SEE FRAMING PLAN T I CERTAINTEED MEMBRAIN AIR BARRIER&SMART VAPOR RETARDER USE OF ARCHITECTS DOCUMENTS- • GWB CEILING, PTD. THESE DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS /' PROJECT,AND SHALL REMAIN THE 4x4 TIMBER SUPPORT, STAINED PROPERTY OF THE ARCHITECT. THE F.C. SOFFIT ARCHITECT SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S).THE OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS INCLUDING ANY DESIGN&CONSTRUCTION W.1 - EXTERIOR WOOD FRAMED WALL-SIDING (R-5 Cl/R-21) DEVELOPMENT,CHANGES OR ALTERATIONS • FIBER CEMENT SHINGLES OR CLAPBOARD SIDING TO THESE DOCUMENTS,WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND -SEE ELEVATION DRAWINGS FOR LOCATIONS R_1 -ASPHALT ROOF (R-5Q) AUTHORIZATION OF THE ARCHITECT • BENJAMIN OBDYKE'SLICKER CLASSIC'RAINSCREEN (10MM) • ARCHITECTURAL SHINGLES/STANDING SEAM 6x6 TIMBER BEAM STAINED — — • 1 1/2" 'ZIP SYSTEM R-SHEATHING' (R-5 CI) SEAMS TAPED ROOF UNDERLAYMENT • 2x6 STUD WALL, SEE STRUCTURAL • GRACE ICE AND WATER SHIELD,OR APPROVED EQUAL BALZER • 5 1/2" MINERAL WOOL BATT INSULATION (R-21) SEE ROOF PLAN DRAWING A120 • CERTAINTEED MEMBRAIN AIR BARRIER&SMART VAPOR RETARDER 5/8"SHEATHING WITH SHEATHING CLIPS I I 1 • 1/2"GWB, PTD AND/OR SPECIFIED FINISH 9 2X RAFTERS, SEE STRUCTURAL �__�_ A602 E�1 TUCK ATTIC r • INSULATION PACKAGE (R-49 MIN.) 6x10 TIMBER BEAM, STAINED, i from your perspective r2 ROOF BAFFEL ALONG ENTIRE UNDERSIDE OF SHEATHING 1"CHAMFER AT END _ ARCHITECTURE 213 TIMBER BRACKET TYPE 1 l ` ICYNENE PROSEAL LE CLOSED CELL SPRAY FOAM (R-49) • 2X _J CEILING JOISTS WHERE INDICATED, SEE FRAMING PLAN 4x4 TIMBER BRACKET, STAINED —' • CERTAINTEED MEMBRAIN AIR BARRIER&SMART VAPOR RETARDER 468 BROADWAY SARATOCA SPRINGS.NY 1' 0" GWB CEILING, PTD. P 518.580,8818 �-- - FLAT SEAM COPPER WINDOW WELL F.3- FLOOR ASSEMBLY ABOVE GARAGE OWNER: • FLOOR FINISH, SEE FINISH SCHEDULE Phyllis&Chris Abele R.2-STANDING SEAM METAL ROOF OVER PORCH 14 Corporate Drive • UNDERLAYMENT AS REQUIRED p • 3/4"ADVANTECH T&G DECKING, GLUED AND NAILED • ARCHITECTURAL SHINGLES Clifton Park,NY 12065 • TJI FLOOR JOISTS, SEE STRUCTURAL • ROOF UNDERLAYMENT 518.373.9613 • CLOSED CELL SPRAY FOAM AT THE UNDERSIDE OF ROOF BAFFEL • GRACE ICE AND WATER SHEILD, OR APPROVED EQUAL \ - SEE ROOF PLAN DRAWING A120 FOR LOCATIONS FLOOR SHEATHING, MIN. R-30 SIMPSON HURRICANE TIE, SEE STRUCTURAL DWGS. • (2) LAYERS 3/4"ADVANTECH PLYWOOD T&G SHEATHING (2) LAYERS 12° • 5/8" GWB CEILING, PTD. • 5/8"x6" DOUGLAS FIR T&G BEAD BOARD, STAINED 1 �11 CUT END OF RAFTER TO PROFILE • 2x RAFTERS, SEE STRUCTURAL CLOSED-CELL SPRAY FOAM RIM JOIST, R-20 MIN. *= FILL FLOOR CAVITY W/CLOSED CELL SPRAY � FOAM INSULATION i aD - - --------> - r I T/SUBFLOOR-2ND33006 _ _ ---- _- - - T/SUBFLOOR-2ND FLOOR3TIS 37UB6FLOOR-2ND FLOOR GENERAL CONTRACTOR: 6x10 TIMBER BEAM, STAINED Abele Builders A401 I 14 Corporate Drive i 2'-6" SOFFIT Park,NY 1206 SOFFIT VENT I i - - - - - - -- --- --- - Clifton 5 518.373. 1 T/PLATE- 1 ST FLR T/PLATE- 1 ST FLR T PLATE- 1 ST FLR 3 - - - - —336'-3 1/4" -- - - - — -- - - - - - _� -- - - - - - - -' SITE/CIVIL ENGINEER 336'-3 1/4" 1� 336'-3 1/4" Environmental Design Partnership MINERAL WOOL BATT INSULATION OVER GARAGE R-30 MIN SOFFIT VENT W.1 - EXTERIOR WOOD FRAMED WALL-SIDING (R-5 Cl/R-21) 3 , 900 NY-146 �A402 I Clifton Park,NY 12065 • FIBER CEMENT SHINGLES OR CLAPBOARD SIDING 518.371.7621 I 5/4 x 12 COMPOSITE TRIM WITH CAP FLASHING, PTD -SEE ELEVATION DRAWINGS FOR LOCATIONS BENJAMIN OBDYKE'SLICKER CLASSIC RAINSCREEN (10MM) STRUCTURAL ENGINEER • 1 1/2" 'ZIP SYSTEM R-SHEATHING' (R-5 CI) SEAMS TAPED I SB Engineering PLLC W.1EXTERIOR WOOD FRAMED WALL-SIDING I(R-5 Cl/R-21 Soo NY-1 as 2x6 STUD WALL, SEE STRUCTURAL x ' 5/4 4 COMPOSITE TRIM, PTD FIBER CEMENT SHINGLES OR CLAPBOARD SIDING 1 Clifton Park,NY 12065 -SEE ELEVATION DRAWINGS FOR LOCATIONS 5 1/2"MINERAL WOOL BATT INSULATION (R-21) I A602 518.724.0733 • CERTAINTEED MEMBRAIN AIR BARRIER&SMART VAPOR RETARDER ' 1 BENJAMIN OBDYKE'SLICKER CLASSIC'RAINSCREEN (10MM) • 1/2"GWB PTD AND/OR SPECIFIED FINISH 1 '1 2 ZIP SYSTEM R SHEATHING' I I A602 / (R 5 C)SEAMS TAPED • 2c6 STUD WALL, SEE STRUCTURAL - • :5 1/2" MINERAL WOOL BATT INSULATION (R-21) • CERTAINTEED MEMBRAIN AIR BARRIER&SMART VAPOR RETARDER • 1/2"GWB, PTD AND/OR SPECIFIED FINISH 6x6 TIMBER BRACKET, STAINED 0 F.1 - FLOOR ASSEMBLY OVER CRAWLSPACE GARAGE • FLOOR FINISH, SEE FINISH SCHEDULE 111 • UNDERLAYMENT AS REQUIRED BY FINISH MANUFACTURER • 3/4"ADVANTECH T&G DECKING, GLUED& NAILED 6 • TJI FLOOR JOISTS, SEE STRUCTURAL • 3"MINERAL WOOL BATT INSULATION INSTALLED ON BOTTOM A602 CHORD OF FLOOR FRAMING, INSULATION SUPPORTS SPACED NO MORE THAN 24"O.0 AND MAX. 6"FROM ENDS. AZM 2"SILL STONE SLIP SILL ABELE GUEST W.2- EXTERIOR WOOD FRAMED WALL-BED DEPTH STONE VENEER (R-5 Cl/R-15) 5 COTTAGE • STONE VENEER - - 1"AIR SPACE, MASONRY TIES AT 16"O.C. • FLEX FLASHING AND WEEPS 6"ABOVE FINISH GRADE A401 •_J #15 FELT ROOF UNDERLAYMENT OR EQUAL •—-— _ ASSEMBLY POINT ROAD • 1 1/2" 'ZIP SYSTEM R-SHEATHING' (R-5 CI) SEAMS TAPED • 2x6 STUD WALL, SEE STRUCTURAL 2 PERMEABLE PAVERS • 5 1/2"BATT INSULATION (R-21) A401 No.l Description I Date _—- 1/2"GWB AND/OR SPECIFIED FINISH I I I ( 1 PERMIT 08.18.2021 T/SUBFLOOR 1ST FLOOR _ - _ - _ - T/SUBFLOOR- 1 ST FLOOR 22�UBFLOOR- 1ST FLOOR 327-2" ADJUSTMENTS - - -- --�- - - -- J - - - - — - - -_ - - T/FOUNDATION ( I T/FOUNDATION T/FOUNDATIAh ON � 326'- 11 3/4" ` A401 326' 11 3/4° - 326'- 11 3/4" I CLOSED-CELL SPRAY FOAM AT RIM JOISTS, R-15 MIN. ' S.2-GARAGE SLAB ON GRADE FND.2-CONCRETE FOUNDATION WALL R-15 her 5"REINFORCED CONCRETE SLAB, SEE STRUCTURAL RUB-R-WALL WATERPROOF MEMBRANEry c , ., . ,n� C.Us • t. „� � �� . — , 10 MIL VAPOR RETARDER WITH TAPED SEAMS • REINFORCED CONCRETE FOUNDATION, SEE STRUCTURAL I PROGRESS: - 12" COMPACTED NO.1 AND NO.2 CLEAN STONE • ENCAPSULATED BATT INSULATION (R-15 MIN.) HUNG FROM RIM JOIST I DESIGN CONSTRUCTION J ° E UNDISTRUBED GRADE - DEVELOPMENT DOCUMENTS LFND.2-CONCRETE FOUNDATION WALL �-15) � ` — j ` RUB-R-WALL WATERPROOF MEMBRANE - — Project Number- ill • REINFORCED CONCRETE FOUNDATION, SEE STRUCTURAL '-' —- 2023 I ( CRAWLSPACE • ENCAPSULATED BATT INSULATION (R-15 MIN.) HUNG FROM RIM JOIST T/STONE SHELF Drawn by RK ' - - - 324'-0" 10I I � J FND.2-CONCRETE FOUNDATION WALL(R-15) S.1 - BASEMENT SLAB (R-10) S.1 - BASEMENT SLAB (R- � Checked by MT -" 4"REINFORCED CONCRETE SLAB, SEE STRUCTURAL 4"REINFORCED CONCRETE SLAB, SEE STRUCTURAL — • RUB-R-WALL WATERPROOF MEMBRANE 10 MIL VAPOR RETARDER WITH TAPED SEAMS • 10 MIL VAPOR RETARDER WITH TAPED SEAMS REINFORCED CONCRETE FOUNDATION, SEE STRUCTURAL 2"RIGID INSULATION (R-10) • 2"RIGID INSULATION (R-10) Date 07.30.21 • ENCAPSULATED BATT INSULATION (R-15 MIN.) HUNG FROM RIM JOIST II 12"COMPACTED N0.1 AND N0.2 CLEAN STONE 1 12 COMPACTED NO.1 AND NO.2 CLEAN STONE UNDISTRUBED GRADE 1 • UNDISTRUBED GRADE - A401 A401 SLOPE TOP OF FOOTING WITH MORTAR -1/2"EXPANSION JOINT 1/2"EXPANSION JOINT - � �'` Y OPE TOP OF FOOTING WITH MORTAR P OF FOOTING WITH MORTAR —- -T/SLAB 0 _< r 321'-6" _.� T21'- „ SCAB - WALL SECTIONS = 4 r 3 6 1� 321 6- - _ - - / r - — - T/FOOTING - :- - - - - - - T/FOOTING T/FOOTING I - 321 0 Y 321 .:" ��-�.,'„`fib-. � ' .�. ,,.,.-> '. - :. ". :>�- �_-.;_,�., ,. 4 DIAMETER =1 _r .. D A E ER PERFORATED FABRIC SLEEVED HDPE. n, � �, f,,, . . ,�`;' ��,>� ,.r rt ,� _ ,_., _ x 4 DIAMETER PERFORATED FABRIC SLEEVED H P FOUNDATION DRAIN T .. _ SE IN CRUSHED No. 1 AND No. 2 - a" FOUNDATION DRAIN SET IN CRUSHED No. 1 AND No. CLEAN STONE WITH FILTER FABRIC WRAP ENCLOSURE ,- 4 DIAMETER PERFORATED FABRIC SLEEVED HDPE FOUNDATION DRAIN C SURE CLEAN STONE WITH FILTER FABRIC WRAP ENCLOSURE SET IN CRUSHED No. 1 AND No. 2 CLEAN STONE WITH FILTER FABRIC - BETWEEN GRAVEL AND BACKFILL, RUN TO DAYLIGHT BETWEEN GRAVEL AND BACKFILL, RUN TO DAYLIGHT -- - WRAP ENCLOSURE BETWEEN GRAVEL AND BACKFILL, RUN TO DAYLIGHT _ WALL SECTION AT GARAGE END GABLE _ n WALL SECTION AT STAIR WALL SECTION AT INING ROOM OVERHANG A351 3 3/4" = V-0" n 8/19/2021 8:31:35 AM DOUBLE RAFTER PAL JA14WI / - - - - — - - TLRIDGE w� G F.C. SOFFIT T/CHIMNEY __ — — ROOF 353'- 3" — 349'-6" 6"STONE CHIMNEY CAP - - - - 2 Sim �j, R.1 -ASPHALT ROOF jR-50� "9J� 30888 1'�O A402 • ARCHITECTURAL SHINGLES/STANDING SEAM OF NE`� - - -CHIMNEY TERMINATION ( • ROOF UNDERLAYMENT METAL PAN WITH DRIP EDGE i • GRACE ICE AND WATER SHIELD, OR APPROVED EQUAL sea]: -SEE ROOF PLAN DRAWING A120 USE OF ARCHITECTS DOCUMENTS 3/4"PLYWOOD SHEATHING 5/8"SHEATHING WITH SHEATHING CLIPS THESE DOCUMENTS PREPARED BY THE 2X RAFTERS, SEE STRUCTURAL ARCHITECT ARE INSTRUMENTS OF SERVICE - • INSULATION PACKAGE (R-49 MIN.) FOR USE SOLELY WITH RESPECT TO THIS 2x8 JOIST FRAMING - ROOF BAFFEL ALONG ENTIRE UNDERSIDE OF SHEATHING PROJECT,AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THE - ICYNENE PROSEAL LE CLOSED CELL SPRAY FOAM (R-49) ARCHITECT SHALL RETAIN ALL COMMON • 2X CEILING JOISTS WHERE INDICATED, SEE FRAMING PLAN LAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S).THE • CERTAINTEED MEMBRAIN AIR BARRIER&SMART VAPOR RETARDER OWNER SHALL NOT REUSE OR PERMIT THE • GWB CEILING, PTD. REUSE O DTHESE ESIGN O CUMENT IINCaL`UDING BLOCKING AT TIMBER DEVELOPMENT,CHANGES OR ALTERATIONS TO THESE DOCUMENTS,WITHOUT THE W.1 -EXTERIOR WOOD FRAMED WALL-SIDING (R-5 Cl/R-21) WRITTEN ACKNOWLEDGEMENT AND • FIBER CEMENT SHINGLES OR CLAPBOARD SIDING AUTHORIZATION OF THE ARCHITECT SEE ELEVATION DRAWINGS FOR LOCATIONS I BENJAMIN OBDYKE'SLICKER CLASSIC'RAINSCREEN (10MM) BALZER —t- • 1 1/2" 'ZIP SYSTEM R-SHEATHING' (R-5 CI) SEAMS TAPED A602 2x6 STUD WALL, SEE STRUCTURAL I 5 1/2" MINERAL WOOL BATT INSULATION (R-21) TUCKCOPPER STEP& TAIR • 10ERTAINTEED MEMBRAIN AIR BARRIER&SMART VAPOR RETARDER `- /2"GWB, PTD AND/OR SPECIFIED FINISH from your perspective THRU FLASHING ARCHITECTURE 2x10 ROOF RAFTERS 468 BROADWAY SARATOGA SPRINGS.NY P 518.580.8818 8x12 TIMBER BEAM, STAINED OWNER : COPPER CAP FLASHING 6 CMU IN BETWEEN FINISHED g' 0 1/2" R.2-STANDING SEAM METAL ROOF OVER PORCH Phyllis&Chris Abele 14 Corporate Drive 5 • ARCHITECTURAL SHINGLES p T/BEAM • ROOF UNDERLAYMENT Clifton Park, 9NY 61 2065 — A602 CEILING AND ROOF TO CARRY STONE • GRACE ICE AND WATER SHEILD, OR APPROVED EQUAL _ -SEE ROOF PLAN DRAWING A120 FOR LOCATIONS T • (2) LAYERS 3/4"ADVANTECH PLYWOOD T&G SHEATHING (2) LAYERS 5/8"x6" DOUGLAS FIR T&G BEAD BOARD, STAINED — -—-— -—-—-—- 2x RAFTERS, SEE STRUCTURAL r� i - — - — T/SUBFLOOR-2ND FLOOR 4x6 TIMBER, STAINED— 33T-6" _7E2'- 1 1/4" I - 3 1/2" 31/2° -�-336'-6 3/8" GENERAL CONTRACTOR Abele Builders 7 _T/PLATE- 1_ST FLR 14 Corporate Drive I A402 336'- 3 1/4" Clifton Park,NY 12065 ' 518.373.9613 8x8 TIMBER COLUMN, STAINED SITE/CIVIL ENGINEER II Environmental Design Partnership 1/2"GWB -- CliftonP arkYNY612065 CEILING, PTD- — 518.371.7621 ' —-"'—-—-—"� STRUCTURAL ENGINEER: 7 1/2 7 1/2 SB Engineering PLLC -- 900 NY-146 Co Clifton Park,NY 12065 n r) 518.724.0733 co 3"STONE AP - FULL BED STONE =J=,, I I i I I 20"x 10"CONCRETE PIER W/BED r T r-� F.1 - FLOOR ASSEMBLY OVER CRAWLSPACE DEPTH STONE VENEER, STEEL - - 6x6 TIMBER MANTEL POST BASE, BLACK ° - °" • FLOOR FINISH, SEE FINISH SCHEDULE FASTENED TO STONE— • UNDERLAYMENTAS REQUIRED BY FINISH MANUFACTURER ° � • 3/4"ADVANTECH T&G DECKING, GLUED&NAILED ° w TJI FLOOR JOISTS, SEE STRUCTURAL PROVIDE'WALL OPENING WEEPS WOW a - 9095'AT BASE 6"ABOVE FINISHED - w 3"MINERAL WOOL BATT INSULATION INSTALLED ON BOTTOM r GRADE OR SURFACE, SCORE AND SNAP ° `r ' CHORD OF FLOOR FRAMING, INSULATION SUPPORTS SPACED NO MORE f _ E WHILE MORTAR IS STILL PLASTIC n N v THAN 24"O.0 AND MAX. 6"FROM ENDS. O _' ° .d v 4" BLUES E RISER STONE LINTEL -ALT/SUBFLOOR- 1ST FLOOR ° 9 CONCRETE PIER W/BED DEPTH 4� 32T-2" - - — - �� T/FOUNDATION STONE VENEER, STEEL POST _ ° - BASE, BLACK HEAT&GLO 8000 326'- 11 3/4" ; - SERIES GAS FIREPLACE T °. T- ----1 ABELE GUEST _ P. PATIO ASSEMBLY COTTAGE BLOCK UP FIREPLACE UNIT TO REINFORCED CONCRETE FOUNDATION °° I • 1 1/2"BLUESTONE PATIO PAVERS ALLOW HEARTH STONE WALL, REFER TO STUCTURAL ° ° 1 1/2" MUDSET 7- 1'-8 2"SLATE HEARTH— HEARTH EXTENSION . - -'` 1 4" REINFORCED CONCRETE SLAB, SEE STRUCTURAL 2x10 WOOD STUD PLATFORM - 4 ° a — - 6"COMPACTED N0.1 AND N0.2 CLEAN STONE ASSEMBLY POINT ROAD e 5 I I- - UNDISTURBED GRADE OR COMPACTED FILL 6"CMU BLOCK TO +/-8" BELOW GRADE � - - I ° A401 I No 1 Description I Date T/SUBFLOOR- 1 ST FLOOR - ° o - - 327 2 ° ° _ 1 08 8 2021 4 I ADJUSTMENTS TLSUBFLOOR-1ST FLOOR - ° a -- 326 - 11 N ° � d .a OU DA 10 i � 3/4" BLUESTONE RISER T , 34 ° . _ < �d, Y� } \ � 1 l ° A _ - I-FND.1 CONCRETE FOUNDATION WALL BED DEPTH STONE VENEER R-10 • STONE VENEER, GROUT SOLID W/TYPE S TO 6"ABOVE GRADE PROGRESS: • FLEX FLASHING ABOVE SUBGRADE STONE VENEER DESIGN CONSTRUCTION ° • RUB-R-WALL WATERPROOF MEMBRANE DEVELOPMENT DOCUMENTS • REINFORCED CONCRETE FOUNDATION, SEE STRUCTURAL • ENCAPSULATED BATT INSULATION (R-15 MIN.) HUNG FROM RIM JOIST Project Number 2023 Jk T FOOTING °. . . . ° 321'-0° <: A _ Drawn by RK 1 - ° - - - 321' - d ° . ° S.4"REINFORCED CONCRETE SLAB, SEE STRUCTURAL ° ,.° a° a - 1 WITH TAPED SEAMS Checked by 1 � 0 MIL VAPOR RETARDER WI MT - -r--- -t -. T/FOOTING ° Q.°d ° _ - 2 RIGID - -_A401 ° GID INSULATION R 10 12"COMPACTED NOA AND NO.2 CLEAN STONE Date 07. .21 _ 321'-0° 30 • UNDISTRUBED GRADE REINFORCED CONCRETE FOOTING, - - REFER TO STUCTURAL - _SLOPE TOP OF FOOTING WITH MORTAR , - - - - _ - ISLAB Ad 321'- 6„ 1 - - - — - T G T/FOO IN 321'- 0" WALL SECTIONS 4"DIAMETER PERFORATED FABRIC SLEEVED HDPE FOUNDATION DRAIN SET IN CRUSHED No. 1 AND No. 2 `a CLEAN STONE WITH FILTER FABRIC WRAP ENCLOSURE BETWEEN GRAVEL AND BACKFILL, RUN TO DAYLIGHT LIVING ROOM FIREPLACE SECTION DETAIL r•� SECTION DETAIL AT FRONT ENRTY PIERS WALL SECTION AT FRONT ENTRY A352 3 3/4" - 1'-0" 2 3/411 = 1'-0" 1 3/4„ = V-0" 8/19/2021 8:31:37 AM .c�REp 'SFI - RC ROOF BEYOND - �� �v JAA4 y�>` RAKE FLASHING W/DRIP EDGE P �G �...% FIBER CEMENT SHINGLE SIDING, PTD. SIDEWALL FLASHING, MATCH PAN AT WINDOW - BENJAMIN OBDYKE'SLICKER CLASSIC'RAINSCREEN ! 1 1/2"ZIP SYSTEM R-SHEATHING (R-5 CI) FLASHING BY METAL ROOF MANUFACTURER, COUNTER FLASH TO FACE OF ZIP SHEATHING - TL - 2x6 STUD WALL, FILL CAVITY WITH MINERAL WOOL BATT INSULATION (R-21) 9J� 308891 y0� FLAT SEAM COPPER ROOF - INTERIOR AIR BARRIER ON THE INSIDE FACE OF STUDS. LAP ONTO OF NE�1 2x12 LEDGER BOARD TOP OF FLOOR SHEATHING AND TAPE CONNECTION. INTERIOR AIR BARRIER ON THE INSIDE 5 2'-6 2x12 RAFTERS @ 16"O.C, CUT PROFILE TO CREATE ROOF PITCH— \�' 3„ 1 1i 1/2"GWB, PTD seal: FACE OF STUDS. LAP ONTO TOP OF FLOOR SHEATHING AND TAPE METAL DRIP EDGE BY METAL ROOFING MANUFACTURER FLOOR SHEATHING, SEE STRUCTURAL DRAWINGS USE OF ARCHITECTS DOCUMENTS: THESE DOCUMENTS PREPARED BY THE INTERIOR BASE TRIM, SEE INTERIOR ELEVATIONS ARCHITECT ARE INSTRUMENTS OF SERVICE CONNECTION. - BLOCKING AT PANEL ENDS \ FOR USE SOLELY WITH RESPECT TO THIS BLOCKING AT INSIDE FACE OF EXTERIOR ASPHALT SHINGLE ROOFING CONT. BEAD OF SEALANT PROJECT,AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THE WALL TO CREATE WIND BAFFLE/DRAFT STOP ICE &WATER SHIELD CONTINUOUS UNDERNEATH CONT. BEAD OF ADHESIVE ARCHITECT SHALL RETAIN ALL COMMON -` 0 LAW,STATUTORY AND OTHER RESERVED FLOOR SHEATHING, SEE ASPHALT&STANDING SEAM METAL ROOFS / Q 2x SILL PLATE RIGHTS INCLUDING THE COPYRIGHT(S).THE STRUCTURAL DRAWINGS PROVIDE 3/4"VENT HOLES IN T - w � y F CONT. BEAD OF SEALANT OWNER SHALL NOT REUSE OR PERMIT THE pp REUSE OF THESE DOCUMENTS INCLUDING INDICATES SEALANT LOCATIONS, TYP. LADDER FRAMING @ 12"O.0 \, co w DEVELOPMENT,CHANGES CONSTRUCTION RIM JOIST, SEE STRUCTURAL DRAWINGS FLASHING TAPE OVERLAPPING CAP FLASHING Y ROOF SHEATHING, SEE STRUCTURAL DRAWINGS— '- w CLOSED CELL SPRAY FOAM INSULATION CONTINUOUS AT RIM JOIST, MIN. 3"TYP. TWRITTEN O THESE ACCKKNNOWLEDGEMENTAND E _J AUTHORIZATION OF THE ARCHITECT SIDING STARTER STRIP Q FLOOR FRAMING, SEE STRUCTURAL DRAWINGS METAL CAP FLASHING ROOF FRAMING, SEE STRUCTURAL DRAWINGS _ CLOSED CELL SPRAY FOAM AT THE UNDERSIDE COMPOSITE DRIP CAP- Y OF FLOOR SHEATHING AT GARAGE, MIN. 3" BALZER ADDITIONAL TOP PLATE ON TYP. 8 R-30 BATT INSULATION AT GARAGE 1 x1 2 COMPOSITE TRIM KNEE WALL AT WINDOW LOCATIONS N GWB from your perspective D TO FASTE TUCK 1x P.T BLOCKING FLASHING TAPE OVERLAPPING G 2x BLOCKING AS LSL RIM JOIST, SEE STRUCTURAL DRAWINGS - - NG CAP FLASHING - � � ARCHITECTURE FLOOR JOIST, SEE STRUCTURAL DRAWINGS `� CONT. BEAD OF SEALANT CLOSED CELL SPRAY FOAM AT THE UNDERSIDE = OF FLOOR SHEATHING AT GARAGE, MIN. 3" METAL CAP FLASHING 468 BROAD SPRINGS,NY FILL FLOOR CAVITY W/CLOSED CELL war saxaroca - -- -- - - RIM JOIST, REFER TO STRUCTURAL DRAWINGS - ~ _,, - �CONT. BEAD OF SEALANT P 518580.8818 SPRAY FOAM INSULATION FILL CAVITY WITH CLOSED CELL SPRAY FOAM INSULATION DOUBLE TOP PLATE SOFFIT PANEL, PTD- - MINERAL WOOL BATT INSULATION OVER GARAGE MIN. R-30 CONT. BEAD OF SEALANT OWNER Phyllis&Chris Abele 1 1/2"ZIP INSULATED SHEATHING TIMBER IN BEDROOM OVERHANGIL 5/4"x 12"TRIM, PTD ALIGN TRIM WITH 14 Corporate Drive 1x4 COMPOSITE TRIM DOUBLE TOP PLATE DETAIL Clifton518.373 9613 065 METAL CAP FLASHING - 5/8"GWB, PTD. REQUIRED FOR DWELLING-GARAGE FIRE SEPARATION TIMBER BRACKET TYPE 2, STAINED, TYP. - INTERIOR AIR BARRIER ON THE INSIDE FACE OF STUDS. - - - - -- - - --- - 5/4"x12"TRIM, PTD _ - 1/2 GWB, PTD 1x12 COMPOSITE TRIM - 1x P.T BLOCKING - STONE CAP WITH SAWN REGLET El SEALANT DROPPED ROOF DETAIL, TYP. 6 GARAGE END GABLE DETAIL 1 1/2" — 1'-0° I 1 1/2" = V-0" GENERAL CONTRACTOR : - - Abele Builders (1) LAYER OF 15LB FELT AT STONE VENEER OVER ZIP SHEATHING LOCATIONS 14 Corporate Drive CORRUGATED GALVANIZED STONE WALL TIES - Clifton Park,NY 12065 AT 24"O.0 HORIZONTAL AND 24"O.0 VERTICAL P.T SILL PLATE WITH ANCHOR BOLTS, 518.373.9613 CONT. BEAD OF SEALANT SEE STRUCTURAL DRAWINGS �-ANCHOR BOLTS, SEE STRUCTURAL DRAWINGS SITE/CIVIL ENGINEER SURECAVITY 5052 RAINSCREEN DRAINAGE PLANE BY MASONRY —CONTINUOUS SILL SEALER - 2x8 PT SILL ON SILL SEALER SHEET METAL SILL PAN, SECURE TO FACE Environmental Design Partnership TECHNOLOGIES INC. LAP DOWN OVER WEEPS AT BASE OF WALL Soo NY-1as OF SHEATHING WITH FLASHING TAPE FLOOR FINISH (1) LAYER OF 15LB FELT AT STONE VENEER OVER ZIP SHEATHING LOCATIONS Clifton Park,NY 12065 SUBFLOOR, SEE STRUCTURAL 518.371.7621 COMPOSITE KICKBOARD, PTD PROVIDE FLASHING TAPE AT SEAM BETWEEN ZIP STRUCTURAL ENGINEER INSULATED SHEATHING AND XPS RIGID INSULATION RAINSCREEN MAT \ T/SUBFLOOR- 1ST FLOOR 1/2" ISOLATION JOINT SB Engineering PLLC ' 32T-2" � � 'SURECAVITY 5052' RAINSCREEN DRAINAGE 900 NY-146 2x P.T BLOCKING— PLANE BY MASONRY TECHNOLOGIES INC. LAP Clifton Park,NY 12065 SEE WATER TABLE AT STAIR _ _ T/FOUNDATION REINFORCED CONCRETE SLAB, DOWN OVER WEEPS AT BASE OF WALL 518.724.0733 DETAIL FOR TRIM PROFILES 326'- 11 3/4" SEE STRUCTURAL DRAWINGS- CORRUGATED GALVANIZED STONE WALL TIES NO. 8 STONE IN OPENINGS .0 CAL AT 24"O HORIZONTAL AND 24"O C VERTICAL BEDROOM OVERHANG DETAIL BETWEEN PAVERS- R VIDE'WAL WE 9095' 8 „ - , „ - FLOOR FRAMING,SEE 116"O.0 AT BASE OFWALL 6"ABOVEOF FINISHED 1 1/2" - 1-0 - -- STRUCTURAL DRAWINGS MI F - GRADE OR SURFACE-SCORE AND SNAP WHILE MORTAR IS STILL PLASTIC " CLOSED CELL SPRAY FOAM BLUESTONE PATIO PAVERS r INSULATION CONTINUOUS AT PROVIDE SELF ADHERING FLEX FLASHING TO 2" COMPACTED NO. 8 �n EXTERIOR WALL, MIN. 3"TYP. TOP TOP OF SUB-GRADE STONE BENEATH WEEP CLEAN STONE ,���. _ � .� � �� � r,. �- SYSTEM AND WEATHER BARRIER CONT. BEAD OF SEALANT 4"COMPACTED NO. 57 CONT. BEAD OF ADHESIVE- - CLEAN STONE 3"MINERAL WOOL INSULATION � �� VENEER- A STONE MORTARED SOLID CONT. BEAD OF SEALANT 6"COMPACTED NO.1 - .r . % 1 AND NO. 2 CLEAN STONE - WITH TYPES'MO RTAR BELOW GRADE - —2x BLOCKING, SEE STRUCTURAL DRAWINGS 1-1/2"ZIP INSULATED SHEATHING (R-6), EXTEND FILTER FABRIC,WRAP UP BOTTOM EDGE 2" PAST T/FOUNDATION WALL FACE OF FOUNDATION WALL ENCAPSULATED BATT INSULATION ON INSIDE OF FOUNDATION WALL (1) LAYER OF 15LB FELT AT STONE VENEER OVER ZIP SHEATHING LOCATIONS I T/STONE SHELF - 324'- o" ABELE GUEST CORRUGATED GALVANIZED STONE WALL TIES AT t 24"O.0 HORIZONTAL AND 24"O.0 VERTICAL COTTAGE STONE VENEER,TAPERED To CREATE BATTERED WALL ANGLE . �. 7 - PATIO TO FOUNDATION DETAIL AT SLIDING PATIO DOOR 4 DETAIL AT GARAGE STEM WALL . MORTAR BED �.I 5 1 1/2" = V-0" 1 1/2" = V-0" ASSEMBLY POINT ROAD SELF FURRING EXPANDED METAL LATH FASTENED TO CMU BACKER { FLASHING TAPE SEAM BETWEEN ZIP INSULATED f No. Description I Date SHEATHING AND XPS RIGID INSULATION - 4"REINFORCED CONCRETE SLAB, SEE STRUCTURAL DRAWINGS CMU BACKER, ADJUST SIZE OF CMU AS WALL 2"XPS RIGID INSULATION, STAGGER SEAMS MIN. 24" 1 PERMIT 08-18.2021 TAPERS TO ACHIEVE BATTERED WALL ANGLE CONT. BEAD OF ADHESIVE 12"COMPACTED NO.1 AND NO. 2 CLEAN STONE ADJUSTMENTS 'SURECAVITY 5052'RAINSCREEN DRAINAGE PLANE BY MASONRY - ANCHOR BOLTS, SEE STRUCTURAL DRAWINGS 10 MIL CONTINUOUS POLYETHYLENE VAPOR TECHNOLOGIES INC. LAP DOWN OVER WEEPS AT BASE OF WALL - 2x6 PT SILL PLATE ON SILL SEALER BARRIER, LAP ALL JOINTS MIN. 6"&TAPE ALL JOINTS 1-1/2"XPS RIGID INSULATION, TAPE ALL SEAMS FLASHING TAPE OVERLAPPING CAP FLASHING PROVIDE'WALL OPENING WEEPS WOW 9095' 16"O.0 AT /I SIDING STARTER STRIP ENCAPSULATED BATT INSULATION HUNG BASE OF WALL 6"ABOVE FINISHED GRADE OR SURFACE- / - SCORE AND SNAP WHILE MORTAR IS STILL PLASTIC { METAL CAP FLASHING FROM RIM JOIST, MIN. R-15 �� _ - ��� I PROGRESS: - DEVELOPMENT DDOC M NTSN COMPOSITE DRIP CAP WRAP UNDERSLAB VAPOR BARRIER DESIGN PROVIDE SELF ADHERING FLEX FLASHING TO TOP OF SUB-GRADE SHEATHING 4 PAST / OUNDATION F AROUND BOND BREAK AND UP FACE O STONE BENEATH WEEP SYSTEM AND WEATHER BARRIER— N ED Project Number 2023 EXTEND ZIP INSULAT T F FOUNDATION WALL SECURE END OF 1x P.T BLOCKING VAPOR BARRIER TO FOUNDATION WALL - = T ADHESIVE _ WITH CONTINUOUS AIR TIGHT _ LAB Drawn Y RK T/ b _ 1x6 COMPOSITE TRIM CAULK OR FLASHING TAPE - 321'- 6" _ T STONE VENEER MORTARED SOLID WITH - TYPE'S' MORTAR BELOW GRADE 1x COMPOSITE TRIM 2"XPS RIGID INSULATION AS BOND BREAK MATERIAL Checked by MT CMU BACKER UP TO WEEP OPENINGS. MORTAR T_FOOTING � , - ENCAPSULATED BAIT INSULATION HUNG FROM SILL PLATE �_ SOLID WITH TYPES'MORTAR - - . 321 -0 Date - _-' a^ � 1 ,�, ; , x ��� � �� � � 07 30 21 PARGE EXPOSED FOUNDATION CONCRETE FOOTING, SEE STRUCTURAL DRAWINGS T/STONE SHELF 324'-0" - CONCRETE FOUNDATION, SEE STRUCTURAL DRAWINGS t u � - N� LM DETAIL 1 0 6" 4 STONE SHELF STEM WALL -- -BATTERED STONE WALL BASE DETAIL 2 WATER TABLE AT STAIR DETAIL _ .� CRAWLSPACE SLAB TO FOUNDATION WALL DETAIL, TYP. A401 3 - - 1 1/2" = V-0" 1 1/2" = V-0" 1 1/2" = V-0" - - 8/19J2021 8:31:40 AM r. �C RED ABC �� by AMFs y',h 5/8x6 DOUG FIRE V-GROOVE SOFFIT, STAINED 2x4 CEILING FRAMING 5 RAFTER FRAMING, SEE N r STRUCTURAL DRAWINGS 3�3888 N Qom_ ©fi �E HI-TEMP ICE&WATER SHIELD Seal: STANDING SEAM METAL ROOF USE OF ARCHITECTS DOCUMENTS THESE DOCUMENTS PREPARED BY THE 2x8 SUB-FASCIA ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT,AND SHALL REMAIN DRIP EDGE PROPERTY OFHEARCHITECT.THE HE I ARCHITECT SHALL RETAIN ALL COMMON Ix P.T BLOCKING LAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S).THE 1x4 COMPOSITE TRIM, PTD OWNER SHALL NOT REUSE OR PERMIT THE �h REUSE OF THESE DOCUMENTS INCLUDING ANY DESIGN&CONSTRUCTION DEVELOPMENT,CHANGES OR ALTERATIONS 1x8 COMPOSITE TRIM, PTD TO THESE DOCUMENTS,WITHOUT HE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT COR-A-VENT S400 SOFFIT VENT BALZER 8x12 TIMBER BEAM [� TUCK TIMBER COLUMN BEYOND C from your perspective ARCHITECTURE FRONT ENTRY TIMBER FRAME EAVE DETAIL 468BROADWAY SARATOGA SPRINGS.NY 7 P 518.590.8818 OWNER: 3-0" Phyllis&Chris Abele 14 Corporate Drive Clifton Park,NY 12065 518.373.9613 METAL CAP FLASHING GENERAL CONTRACTOR: ' Abele Builders i J _j 14 Corporate Drive ASPHALT ROOF SHINGLES " Clifton Park,NY 12065 FLASHING TAPE CORNER PER w 518.373.9613 =- w MANUFACTURERS z SITE/CIVIL ENGINEER: RECOMMENDATION ICE &WATER SHIELD, SEE ROOF Environmental Design Partnership PLAN FOR EXTENTS T 900 NY-146 RUN FLASHING TAPE AROUND ROOF SHEATHING, SEE Clifton Park,NY 12065 BUILT-UP PLYWOOD BLOCKING STRUCTURAL DRAWINGS 5/4"x 4"COMPOSITE CORNER 518.371.7s21 BOARD MITER CUT, PTD. TO `+ STRUCTURAL ENGINEER 5/4"x 4"COMPOSITE CORNER BOARD MITER CUT, PTD, MATCH SIDING " SB Engineering PLLC ------ - - ----- — - ---- 1/2" PLYWOOD BLOCKING DRIP EDGE SEE CliftonPa k,NY612065 2x6 WOOD STUD FRAMING, S — BEHIND CORNER BOARDS STRUCTURAL DRAWINGS 1x P.T BLOCKING— BEHIND 1-1/2"ZIP INSULATED SHEATHING 1x4 COMPOSITE TRIM, PTD I 5/4"x 6"WINDOW TRIM PTD, RABBETED WITH WINDOW POCKET AND CUT TO 1x6 COMPOSITE TRIM, PTD ALLOW FOR FULL CORNER BOARD \ RAINSCREEN 2x8 SUB-FASCIA - b SIDING COR-A-VENT S-400 SOFFIT VENT— WATER TABLE CAP BELOW ` FILL CAVITY WITH BLOWN IN NON-VENTED FIBER CEMENT SOFFIT BOARD - CELLULOSE INSULATION 3/4"TRIM, MATCH INTERIOR CASING SMART VAPOR RETARDER COMPOSITE DRIP CAP, PTD 1 x1 2 COMPOSITE TRIM, PTD 1/2"GWB, PTD 1x BLOCKING TIMBER BRACKET TYPE 3, SEE TIMBER DETAILS FOR PROFILE— STONE CAP WITH SAW .` N REGLET ; ABELE GUEST COTTAGE 6 LIVING ROOM WINDOW CORNER TRIM DETAIL TYPICAL EXTERIOR CORNER DETAIL BATTERED STONE WALL EAVE DETAIL 4 - 3" = 1'-0" 3�� = 1'-0° 1 1/2" = 1'-0�� - ASSEMBLY POINT ROAD I 'ACCUVENT' CATHEDRAL CEILING VENTILATION BAFFLES No.l Description Date CLOSED CELL SPRAY FOAM (R-49)- STANDING SEAM METAL ROOFING ARCHITECTURAL SHINGLES, COLOR TBD - UNDERLAYMENT PER ROOFING MANUFACTURERS RECOMMENDATION. SELF-ADHERING UNDERLAYMENT PER ROOFING MANUFACTURERS RECOMMENDATION. SEE ROOF PLAN FOR EXTENTS OF ICE&WATER SHIELD ROOF SHEATHING, SEE STRUCTURAL DRAWINGS- HI TEMP ICE &WATER SHIELD, SEE ROOF PLAN FOR EXTENTS ARCHITECTURAL ASPHALT SHINGLES , ' 2x BLOCKING BETWEEN RAFTERS, REFER TO STRUCTURAL DRAWINGS ROOF SHEATHING, SEE STRUCTURAL DRAWINGS 'ICE AND WATER SHIELD 'ACCUVENT'CATHEDRAL CEILING VENTILATION BAFFLES .. > ' g 1/2" PROGRESS:DRIP EDGE - CLOSED CELL SPRAY FOAM (R-49) DESIGN CONSTRUCTIONDEVELOPMENT DOCUMENTS ROOF SHEATHING, SEE �<'-r STRUCTURAL DRAWINGS 1x P.T BLOCKING 11-6" Project Number 2023 1x4 COMPOSITE TRIM DRIP EDGE , 1x8 COMPOSITE TRIM, NOTCH TRIM TO Drawn by RK RECEIVE TIMBER BRACKETS 1x P.T BLOCKING 2x8 LADDER FRAMING, SEE STRUCTURAL DRAWINGS Checked by MT 1x4 COMPOSITE TRIM, PTD - i P.T BLOCKING COPPER CAP FLASHING, TYP. J 2x8 SUB FASCIA SOFFIT PANEL = 1x4 COMPOSITE TRIM — Date 07.30.21 TIMBER BRACKET TYPE 1, STAINED - - - 1x8 COMPOSITE TRIM 1x8 COMPOSITE TRIM, PTD. 1/4" NON-VENTED FIBER CEMENT SOFFIT BOARD h�\2 2x8 SUB-FASCIA COR-A-VENT S-400 SOFFIT BENT COR-A-VENT S-400 SOFFIT VENT— - �3 2x BLOCKING AS NEEDED TO FASTEN TIMBER BRACKETS NON-VENTED FIBER CEMENT SOFFIT— DETAILS TIMBER BEAM, SEE TIMBER DETAILS g\� TIMBER BRACKET BEYOND - SEE TYPICAL WINDOW HEAD DETAIL ON A602 I. 1/2"GWB CEILING, PTD_—T — 3 LAKE SIDE EAVE DETAIL AT TIMBER BRACKETS r� RAKE DETAIL, TYP. BUNK ROOM DORMER EAVE DETAIL / 402 1 1/2' = V-0" -- 2 - _ 1 1/2" = 1'-0° 1 1/2" = T-0" - 7/30/2021 6:27:34 PM 00 Arc T RIDGE � IMW 350'-0" �' JA yf 8x12 TIMBER BEAM, STAINED ROOF T/BEAM _ 21'-4 1/2" �'�' ; T N T/PLATE- 1 ST FLR - - - - - -- - - - - -- - - - • OF 88 E .� r r 336'-3 1/4"T N 41 Seal: - N _N CD - - _ - - USE OF ARCHITECTS DOCUMENTS: - - N - 4x4 TIMBER SUPPORT, r 4x6TIMBER, STAINED - - - - STAINED THESE DOCUMENTS PREPARED BY THE 1 T T - - ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS -' - - ----- -,, - - - - - PROJECT,AND SHALL REMAIN THE m 3 5/I 3 5/8° u' CO 9 1/4" 1'-3 3/8" 1'-6" 3 1/2" 8'-3 3/4" 3 1/2" V-6" 3 1/2" PROPERTY OF THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON ----� - - - 6X6TIMBER BEAM STAINED LAW,STATUTORY AND OTHER RESERVED 3 1/2" r r RIGHTS INCLUDING THE COPYRIGHT(S).THE 3 5/8 / / ` ` \ T/BEAM OWNER SHALL NOT REUSE OR PERMIT THE " 3 5/8" REUSE OF THESE DOCUMENTS INCLUDING " - ANY DESIGN&CONSTRUCTION 1 T- 1 1/2" CV r DEVELOPMENT,CHANGES OR ALTERATIONS TO THESE DOCUMENTS,WITHOUT THE 8x8 TIMBER COLUMN, STAINED \ WRITTEN ACKNOWLEDGEMENT AND 6x10 TIMBER BEAM, STAINED, AUTHORIZATION OF THE ARCHITECT - 1"CHAMFER AT END -- 1/2„ BALZER T -- ---1/2"- - --- 11'-1 3/16 -5' _ - r 5 1/2 I ao 4x4 TIMBER BRACKET, STAINED _ - 12'-0 3/16" , - E�1 TUCK L L _j I I— - -- r STONE CAP - 1 -- - - from your perspective j !; � ARCHITECTURE - - I�- - f --- -+--� - V-0"x V-0"CONCRETE PIER W/BED _ DEPTH STONE VENEER, STEEL — T POST BASE, BLACK T/PLATE - 2ND FLR 409 BROADWAY SARATOGA.SPRINGS,NY 339-- g � P slasaoaela - - - - � - } - T/SUBFLOOR- 1ST FLOOR - - - - - 327 2° -r NER II ' ..,. Phyllis &Chris Abele T FOUNDATION - - - - - - _ _ __ Corporate14 326'- 11 3/4" Clifton Park,NY 1r2065 d_. _ r ' I - - a 518373.9613TSUBFLOOR-2ND FLOOR -T 33T- 6" -- ! - —� T PLATE- 1ST FLR - - - - - - - - - - - - - - - - - - - - - - 336'-31/4" STONE SHELF OIL 324'- 0" _ GENERAL CONTRACTOR: Abele Builders 14 Corporate Drive - ----- - Clifton Park,NY 12065 T/F001 C ING 518.373.9613 I' SITE/CIVIL ENGINEER Environmental Design Partnership L_ - — — - _ - _ � — — — - --- -- --- -- ---- 900 NY-146 Clifton Park,NY 12065 518,371.7621 STRUCTURAL ENGINEER: SB Engineering PLLC 6 MAIN ENTRY OVERHANG TIMBER ELEVATION - 5 NORTH TIMBER ELEVATION 900NY-146 = = Clifton Park,NY 12065 1/2" V-0" 1/2" 1 -0" 518.724.0733 - 2x10 ROOF RAFTERS 1 -6 6x10 TIMBER BEAM, STAINED COPPER CAP FLASHING COPPER CAP FLASHING 5 1/2" 21-8" 5 1/2 40 10 1/2" 411 _ _� 411- 1" 3 1/2" 1" G - - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - - -- 2 - - - - - - - - C7 0 - - - - -- - - - -- -- - --- - 3� -- - - - --- 4x4 TIMBER BRACKET, STAINED Z - - - - - - - - - - - - - - - - - - - - - - - - - __ - - - - _. _ LO Ln Z -- —- - o - - `i v v LU � v\ T b _ o Q - - T T T T W r- r- L.L_ r ; � - � __ 6x6 TIMBER BRACKET, STAINED 0 LL U j T LL 1 - --- - T ABELE GUEST T FRONT ELEVATION SIDE ELEVATION 1'-9" 5 1/2" 12'-0" r- 5 1/2" COTTAGE 1'-9" FRONT ELEVATION SIDE ELEVATION T - ASSEMBLY POINT ROAD No. Description Date 4 TIMBER BRACKET TYPE 1 DETAILS, TYP. 3 TIMBER BRACKET TYPE 2 DETAILS, TYP. C_ Opy 1 2 SLIDING DOOR OVERHANG TIMBER ELEVATION DETAIL 1 1/2" = V-0" 1 1/2" = V-0" 1/2" = 1'-0" - COPPER CAP FLASHING 19'-2" 5 1/2" 4" 2'-4" 16'-6" - - - VERIFY FINAL DIMENSION IN FIELD 1/2" PROGRESS: — — — — — — — — — — — DESIGN CONSTRUCTION ow J DEVELOPMENT DOCUMENTS I LO I to = Project Number 2023 I I Q O CD W co Drawn by RK LL O W Checked by MT I I Q LL Date 07.30.21 SIDE ELEVATION FRONT ELEVATION 19'-2" 2'-8" 16'-6" VERIFY FINAL DIMENSION IN FIELD z TIMBER DETAILS -All 11— C\I Q W f co LL co PLAN OW U Q LL � TIMBER BRACKET TYPE 3 DETAILS _ _ _ A409 1 1/2 = 11-011 7/30/2021 6:27:36 PM JAMFS �� MANTEL WIDTH �9T� `'T�888,1 yry� OF Seal: USE OF ARCHITECTS DOCUMENTS: THESE DOCUMENTS PREPARED BY THE O ARCHITECT ARE INSTRUMENTS OF SERVICE FOR I RESPECT TO PROJECT,AND HALL REMAIN THE ITECT. THE fl i T _ ^! ARCHITECT H N ALL RETAIF THE N COMMON I H I LAW,STATUTORY AND OTHER RESERVED 1 RIGHTS INCLUDING THE COPYRIGHT(S) THE OWNER SHALL NOT REUSE OR PERMIT THE 7 I i I I TV 50" ' s I REGENCY PANORAMA P36 GAS FIREPLACE REUSE NYDESIGN&COM CONSTRUCTION INCLUDING i `, i ANY DESIGN&CONSTRUCTION 3E _ DEVELOPMENT,CHANGES OR ALTERATIONS WITH SAFETY SCREEN &LOUVERS ao TO THESE DOCUMENTS,WITHOUT THE 7-1/2 X 7-1/2" AUTHORIZATION OF THE ARCHITECT WRITTEN ACKNOWLEDGEMENT AND T TIMBER MANTEL \ I i BALZER � 3 S A410 _ TUCI in A301 C� from your perspective -- - Co ARCHITECTURE T 468 BROADWAY SARATOGA SPRINGS.NY P 518380.8818 OWNER: Phyllis&Chris Abele 14 Corporate Drive 0 r Clifton Park,NY 12065 518.373.9613 1'-8 1/2" 5 MASTER BEDROOM FIREPLACE ELEVATON 1/2" — 1-0 GENERAL CONTRACTOR: Abele Builders 14 Corporate Drive 1'-8 1/2" Clifton Park,NY 12065 518.373.9613 SITE/CIVIL ENGINEER: Environmental Design Partnership 900 NY-146 Clifton Park,NY 12065 ENLARGED MASTER BEDROOM FIREPLACE PLAN 518.371.7621 3 1/2"GWB, TAPE AND (1) -- STRUCTURAL ENGINEER: COAT COMPOUND AT SEAMS 1 = 1-0 SB Engineering PLLC STORM COLLAR 900 NY 146 Clifton Park,NY 12065 518.724.0733 i 3'-0'1 2x6 WOOD STUD WALL 1/2"CEMENT BOARD 1'-8" 1'-4 1/2" 5 1/2" 1'-2" —MORTAR BED HEARTH PROJECTION THIN VENEER STONE z � ` 7-1/2"x 7-1/2"TIMBER MANTEL 0AD Q � 1 w w - - T LL Q t cD O _ ABELE GUEST LI z m — -- -- W COTTAGE Ud w i�i'iI Q U lain Q HEAT&G O 8000 SERIES GAS ASSEMBLY POINT ROAD : 2 FIREPLACE, INSTALL PER \t `" UU � MANUFA TURERS SPECIFICATIONS - No.l Description I Date ,t co W oC W L� a: I W Z iglu I W U ii'ii LL U LQ W <^ CD Co � A352 - 2x4 PLATFORM Q LL J = C,) imp W J U I— _ T/SU_BFLOOR- 1ST FLOOR z Qir `- - DESIGN CONSTRUCTION T/FOUNDATION O Lu DEVELOPMENT DOCUMENTS 326' 113/4" Project Number 2023 SLATE HEARTH - Drawn by RK } I Checked by MT Date 07.30.21 0 T I 1,.. ' FIREPLACE PH T/STONE SHELF OIL DETAILS 324'-0" -4 MASTER BEDROOM FIREPLACE SECTION ENLARGED LIVING ROOM FIREPLACE PLAN 410 1 — 1 0 7/30/2021 6:27:38 PM DAMP [.t G 7' - 1 1/2" 3'-6" " STAIR RUN LANDING y -- - OF NEB I Seal: USE OF ARCHITECTS DOCUMENTS: THESE DOCUMENTS PREPARED BY THE ARCHITECTARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS — PROJECT,AND SHALL REMAIN THE s is �a 3 ( �z I n ( o ( PROPERTY OF THE ARCHITECT. HE - ARCHITECT SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS NCLUDING HE COPYRIGHT(S).THE r_- 6 OWN RISHALLL NOT TREUSE OR PERMIT THE A501 REUSE OF THESE DOCUMENTS INCLUDING -- --- - - ANY DESIGN&CONSTRUCTION _. DEVELOPMENT,CHANGES OR ALTERATIONS TO THESE DOCUMENTS,WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT --- 2 A351 BALZER E TUCK --- from your perspective Z 3 a ARCHITECTURE 5 -- - _ --_-_ 409 BROADWAY SARATOGA SPRINGS.NY -- A502 P 518.580.8818 OWNER Phyllis&Chris Abele -, 14 Corporate Drive Clifton Park,NY 12065 - 518.373.9613 T/PLATE i s FINISHED FLOOR-2ND FLOOR 337-6 3/4" - I 'II II FLOOR PLAN Ca out 1 �I SECOND 00 8i 1/2" ='i1- 0" GENERAL CONTRACTOR Abele Builders 14 Corporate Drive i Clifton Park,NY 12065 i3 A502 518.373.9613 2 SITE/CIVIL ENGINEER 2 I _ Environmental Design Partnership A502 a 9 P I II ' 900 NY-146 Clifton Park,NY 12065 Cl) i N 518.371.7621 I � h �_ r — 5 �n STRUCTURAL ENGINEER: I; �!I w A402 r' m 9 9 PLL_ 5B Engineering m C rr I — I to � 900 NY-146 I � I 0 ' � I �. Cl ifton Park 1 NY 2065 518.724.0733 1 I co r I I 6 D - -- N 9 1/2" _ A501 I i , ,7 4 CV , 6 FINISHED FLOOR- MID-LANDING 1 A702 1 I � f oL-- T LANDING FRAMING N M G I ' 331I- 1 1/4II I I I i I 1 I I � i _— — " - - - - - - --- - v - 3 -6 T I I I I I a CY) L FOYER UP 9 1/2"1 1/4" 4 \\ T 3 r P7 O CA r i W 2 STAIR RUN BEYOND c�Cl) _ ---- ---- - --- - - - - - - - - - z _ ___ ABELE GUEST L - - °, I .I I I I I -FLOOR FRAMING BEYOND E FLOOR FRAMING, SEE COTTAG -_- L — _ STRUCTURAL DRAWINGS ASSEMBLY POINT ROAD FINISHED FLOOR- 1ST FLOOR T/FOUNDATION --_t-__-_� -_ ---_--___ - ___- _ - --- - -- - '----- _---- _ 3'- 11 1/2" 3'-6" _t 32T-2 3/4" No.l Description I Date 5 , STAIR RUN LANDING A401 I ENLARGED FOYER PLAN 5 1/2" = 1'-0" 5 10 1/2" n a C _ aD 00 @ PROGRESS: a 00 C DESIGN CONSTRUCTION 3/4' 9 3/4'I LO cw_n a - DEVELOPMENT DOCUMENTS Project Number 2023 Drawn by RK z I I I I I Checked by MT 6 . A501 Date 07.30.21 A401 I I I I I I a _ T/SLAB 2 - L___ , , ,.- - - _ r - _ A351 I n .n x " I � ..,, y �t zs.'a, - 7. .F:..3�" _:<• 1-<l�, ,sue ,�"'� _ �•�.,a.• i, .:i.\1 J - YIl ..,f a�J'U Jki h.. It 1J •:>I � ,.l= � ��. ,. ...���-..- .� .� �. � -� =�� n :�, ;uss ��:� 5 s STAIR DETAILS "+ - �r4�O ",,i-.-,, r r :-n 'r`�%> -' --i t?.' .� ;.t`x,.';� fir- "t r ..F�;eY !" ` STAIR RUN FACE OF TREAD NOSING , c .. � � .,- :, � �"..:..�v t.. «�C"_"±..-.:rt�C �tnhY'. id _x,. �'.:�',,�t J:.{.°.�:ate=•: - 'i4.��M ��-,w� "� .cfA�., �.,.a'�� - ."{,�a�'.�� .-�C.^.^t vvw N 6 UPPER STAIR SECTION 4 PART FO DATION AT STAIR o501 3/4" = V-0" — 1/2 = 1 0 - _ — 7/30/2021 6:27:39 PM . i STAIR CONSTRUCTION NOTES: E��- D A JA41 'yf�� §RR311.5 Stairways. P §RR311.5.1 Width. Stairways shall not be less than 36 inches (914 mm) in clear width at all points above the permitted handrail height and below the required headroom height. Handrails shall not project more than 4.5 inches (114 mm) on either side of the stairway and the minimum clear width of the stairway at and below the handrail height, including treads and landings, shall not be (P less than 31.5 inches (787 mm)where a handrail is installed on one side and 27 inches (698 mm)where handrails are provided on both sides. �� 088 ' N Exception: The width of spiral stairways shall be in accordance with §RR311.5.8. Seal: §RR311.5.2 Headroom. The minimum headroom in all parts of the stairway shall not be less than 6 feet 8 inches(2036 mm) USE OF ARCHITECTS DOCUMENTS measured vertically from the sloped plane adjoining the tread nosing or from the floor surface of the landing or platform. THESE DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE F §RR311.5.3 Stair treads and risers. OR USE SOLELY WITH RESPECT TO THIS PROJECT,AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THE §RR311.5.3.1 Riser height. The maximum riser height shall be 8-1/4 inches (209 mm).The riser shall be measured vertically - ARCHITECT SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by RIGHTS INCLUDING THE COPYRIGHT(S).THE more than 3/8 inch (9.5 mm). OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS DING ANYCONSTRUCTION §RR311.5.3.2 Tread depth. The minimum tread depth shall be 9 inches (229 mm). The tread depth shall be measured horizontally i DEVELOPMENT,CHANGES OR ALTERATIONS I TO THESE DOCUMENTS WIT I UT THE between the vertical planes of the foremost protection of adjacent treads and at a right angle to the tread's leading edge. The greatest WRITTEN ACKNOWLEDGEM ENT AND tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm).Winder treads shall have a l I AUTHORIZATION OF THE ARCHITECT minimum tread depth of 10 inches (254 mm) measured as above at a point 12 inches (305) mm from the side where the treads are I I ( o narrower. Winder treads shall have a minimum tread depth of 6 inches (152 mm)at any point. Within any flight of stairs, the greatest winder tread depth at the 12 inch (305 mm) walk line shall not exceed the smallest by more than 3/8 inch (9.5 mm). ._ i BALZER--- §RR311.5.3.3 Profile. The radius of curvature at the leadin ed e of the tread shall be no reater than 9/16 inch 14.3 mm . A nosin not less than 3/4 inch (19 mm) but not more than 11/4 inch (32 mm) shall be provided on stairways with solid risers. The greatest M �� C` TUCK nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch (9.5 mm) between two stories, including the � �A502 from your perspective nosing at the level of floors and landings. Beveling of nosing shall not exceed 1/2 inch (12.7 mm). Risers shall be vertical or sloped ARCHITECTURE from the underside of the leading edge of the tread above at an angle not more than 30 (0.51 rad) degrees from the vertical. Open risers are permitted, provided that the opening between treads does not permit the passage of a 4-inch diameter (102 mm) sphere. 4(A BROADWAY SARATOGA SPRINGS,NY Exceptions: P 518580.8918 1. A nosing is not required where the tread depth is a minimum of 11 inches 279 mm). ,� - -rt - � , I{I II II � � .� _ ;�•, ! I, 'ICI ,<,2. The opening between adjacent treads is not limited on stairs with a total rise of 30 inches (762 mm) or less. OWNER: §RR311.5.6 Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more Phyllis&Chris Abele Yl risers. Ill j ' I , ' `` ____- 14 Corporate Drive �� I { i I I I r �> ', �. ! Clifton Park,NY 1206 §RR311.5.6,1 Height. Handrail height, measured vertical) from the sloped lane adjoining the tread nosing, or finish surface of 518.373.9613 g 9 Y p p 1 9 g� a� II i ramp slope, shall be not less than 34 inches (864 mm) and not more than 38 inches (965 mm). §RR311.5.6.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the ! top riser of the flight to a point direct) above lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel g P Y 9 posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 1-1/2 inch (38 mm) between the wall and w the handrails. � Exceptions: I I+ # o P p 1. Handrails shall be permitted to be interrupted by a newel post at the turn. ' I I 2. The use of a volute, turnout, starting easing or starting newel shall be allowed over the lowest tread. GENERAL. s ERAL CONTRACTOR §RR311.5.6.3 Handrail grip size.All required handrails shall be of one of the following i f yN g p q g types or provide equivalent graspability. , s' Abele Builders 14 Corporate Drive 1. Type I. Handrails with a circular cross section shall have an outside diameter of at least 1-1/4 inches (32 mm) and not greater than F I I t Clifton Park,NY 12065 = 1 518.373.9613 2 Inches (51 mm). If the handrail Is not circular it shall have a perimeter dimension of at least 4 inches (102 mm)and not greater than 6-1/4 inches (160 mm) with a maximum cross section of dimension of 2-1/4 inches(57 mm). I SITE/CML ENGINEER f l X f WALL BRACKET 7 Environmental Design Partnership 2. Type II. Handrails with a perimeter greater than 6-1/4 inches (160 mm) shall provide a graspable finger recess area on both sides { ram`. %� 900 NY-146 of the profile. The finger recess shall begin within a distance of 3/4 inch (19 mm) measured vertically from the tallest portion of the Clifton Park,NY 12065 518.371.7621 profile and achieve a depth of at least 5/16 inch (8 mm)within 7/8 inch (22 mm) below the widest portion of the profile. This required depth shall continue for at least 3/8 inch (10 mm)to a level that is not less than 13/4 inches (45 mm) below the tallest portion of the :%y` ti . - STRUCTURAL ENGINEER: profile. The minimum width of the handrail above the recess shall be 1-1/4 inches (32 mm) to a maximum of 23/4 inches (70 mm). SB Engineering PLLC i — `- Edges shall have a minimum radius of 0.01 inches (0.25 mm). �� ,` � '� L J) ,.� �.,, . P' ,.-�" ���� -—-—- 5 900 NY-1a6 ' \, -' 10 3/4" Clifton Park,NY 12065 §RR311.5.7 Illumination. All stairs shall be provided with illumination in accordance with§RR303.6. 1 518.724.0733 Y" A502 I ...-�• N V I � s I o � , Lu I I C a � I I ABELE GUEST 3'- 11 1/2" 3'-6" COTTAGE STAIR RUN LANDING 6 STAIR AXONOMETRIC LOWER STAIR SECTION _ ASSEMBLY POINT ROAD _ 5 3/4" = 1'-0" _ No-1 Description I Date 3 3/4" i i 21/2" — BALUSTERS BEYOND -� 1" BALUSTERS, PTD 1 7/8" -�—t- —2 1/2" NEWEL POST BEYOND +- 5/4x WOOD TREAD, STND. WOOD NOSING, STND. 3/4"COVE TRIM, PTD- NEWEL POST BEYOND —1 1/4" - 1x WOOD RISER, PTD 1" BALUSTERS, PTD PROGRESS: 1 1/4" DESIGN CONSTRUCTION _ 1X WOOD RISER' PTD DEVELOPMENT DOCUMENTS 1 i I 3/4"COVE, PTD 3/4"COVE TRIM _ Project 5/4x WOOD TREAD, STND. I c Number 2023 1x ALIGN BOTTOM W/ 5/4x WOOD TREAD, STND. 1 x1 2 STRINGER - --'-+-- " II ADJACENT RISER, PTD Drawn by RK fli BEAM, SEE STRUCTURAL DRAWINGS 1/2" BLOCKING 2x12 STRUCTURAL STRINGER 1/2"GWB, PTD 2x12 STRUCTURAL STRINGER BEAM, SEE STRUCTURAL �' Checked by MT DRAWINGS - Date INTERIOR FINISH AT FOYER - '" _ '' 07.30.21 2x12 STRUCTURAL J - 2x4 FRAMED WALL STRINGER GWB FINISH, PTD. STAIR DETAILS 4 SECOND FLOOR STAIR OPENING AT BEAM STAIR DETAIL AT STRP OF STAIR DETAIL TYPICAL STAIR TREAD ELEVATION /� 1 1/2" = 1'-0" 3 it INGER TO 502 / 1 1/2 = 1-0 2 1 1/2" = 1'-0" 1 1/2" = 1'-0" 7/30/2021 6:27:41 PM ARC V� n N JAAJ 9jF 3D888.1 y©� OF NEB Seal USE OF ARCHITECTS DOCUMENTS: THESE DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT,AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S).THE OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS INCLUDING ANY DESIGN&CONSTRUCTION 1 DEVELOPMENT,CHANGES OR ALTERATIONS TO THESE DOCUMENTS,WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND \ \ AUTHORIZATION OF THE ARCHITECT 3/4" R � 46 TIMBER BALZER R314" TUCK —_ perspective f Y our from _ - ARCHITECTURE A8al 3/4" TIMBER BRACKET N 468 BROADWAY SARATOGA SPRINGS,NY h —C') 46 TIMBER P 51858R8818 t` OWNER : 6, Phyllis&Chris Abele 14 Corporate Drive d' Clifton Park,NY 12065 rn 25116 631Q 518.373.9613 \ j N j N W � p TYPE A TYPE B GENERAL CONTRACTOR: Abele Builders 14 Corporate Drive TYPICAL BASE TRIM 4 LIVING ROOM TIMBER DETAIL 2 3 LIVING ROOM TIMBER DETAIL 1 Ciitto18.37 .9613n Park,NY 5 6" = 1'-0" 3" = 1'-0" 3 = 1'-0° - 518.373.9613 SITE/CIVIL ENGINEER Environmental Design Partnership DOOR SCHEDULE 900 NY-146 Clifton Park,NY 12065 DIMENSIONS 518.371.7621 5/4 X 6 TRIM, PTD MARK WIDTH HEIGHT THICKNESS TYPE MANUFACTURER l MODEL MATERIAL/FINISH COMMENTS STRUCTURAL ENGINEER: SB Engineering PLLC 100A 3-6" T-0" 1 3/4" A � T.B.D.D. 100B 2' 6" T-0" 1 3/4" C J.B.D. I I 900 rk,NY 1 Clifton Park,NY 12065 518.724,0733 101 3'-0" 7'-0" 1 3/4" C T.B.D. 104 9'-0" T-0" 2" F T.B.D. 106 2'- 10" 7'-0" 1 3/4" C T.B.D. 107 2'- 10" 7'-0" 1 3/4" C T.B.D. 108 2'-8" 7'-0" 1 3/4 C T.B.D. 109 2'- 10" 7'-0" 1 3/4" C T.B.D. — 110 3-0" 7-0" 2" B T.B.D. 20-MINUTE FIRE-REATED DOOR EQUIPPED WITH A SELF-CLOSING OR Lu AUTOMATIC-CLOSING DEVICE 111 16'-0" 8'-0" 2 1/4" OVERHEAD DOOR T.B.D. COORDINATE WITH 0 112 2'-6" T-0" 1 3/4" BARN DOOF' T.B.D. = 1"4 DOOR WIDTH 1" 203A 2'- 10" 7'-0" 1 3/4" C T.B.D. ~ 203B 6'-0" 7'-0" 2" BIPASS DOOR T.B.D. LU 204 2'- 10" 7'-0" 1 3/4" C T.B.D. - z 205A 2'- 10" 7'-0" 1 3/4" C T.B.D. 0 205B 2'-6" 7'-0" 1 3/4" C T.B.D. 0 206A 2'- 10" 7'-0" 1 3/4" C T.B.D. 0 1 X4 TRIM, PTD 206B 5'-0" 7'-0" 11 3/4" D T.B.D. 207 3'-0" 7'-0" 11 3/4" C T.B.D. 208A 2'- 10" 7'-0" 1 3/4" C T.B.D. �+ 208B 5'-0" T-0" 13/4 D T.B.D. ABELE GUEST COTTAGE ASSEMBLY POINT ROAD No.l Description I Date 2 TYPICAL INTERIOR CASING at DOORS 1 PERMIT 08.18.2021 ADJUSTMENTS 5 1/2" 51/ VARIES, 31/2" NOTE: , REFER To -BASEBOARD VARIES, STONE SILL TO"DIE-INTO" REFER ro PLAN � BELOW RREEFFER TO CASING AT JAMB PLAN PN - I PROGRESS: T- -BASEBOARD N N DESIGN CONSTRUCTION BELOW N � DEVELOPMENT DOCUMENTS N WOOD CASING- ( Project Number 2023 JAM B c0 TYP HEAD JAMB co Drawn by RK HINGE FOR FRAMELESS I Checked by MT SHOWER DOOR LU 1/2" 5 1/8" 3/4" � o 0 VARIES —SLOPE STONE SILL LU 0 i Date 07.30.21 TO DRAIN INTO SHOWERzt v - c 1 BLIND DATO& Q SMDta. SHOWER —STONE OR TILE APRON FLOOR GUIDE BEYOND AT DOOR SILL \ DOOR DOOR SILL DOOR SILL I N I SCHEDULES and — — - — — -� DETAILS E STONE/TILE FIN. STONE THRESHOLD D FINISH-,, CERAMIC TILE STONE SILL TILE FLOOR j C�� EQ.TO FIN.WALL CA CC CC C� E CD DIMENSION STONE TO WOOD THRESHOLD SHOWER DOOR POCKET DOOR EXTERIOR ENTRY DOOR EXTERIOR ENTRY DOOR INTERIOR SINGLE ACTING INTERIOR DOUBLE ACTING INTERIOR POCKET DOOR EXTERIOR 3- PANEL SLIDING W/GLASS SOLID DOOR DOOR DOOR 1 DOOR THRESHOLD DETAILS A600 _ DOOR TYPES A601 1 1/2" = 1'-0" 1/2" = V-0" 8/1 W021 8:31:42 AM WINDOWS: GENERAL NOTES and SPECIFICATIONS WINDOW SCHEDULE �tiRED A�'C - JAIN�c y� ROUGH OPENING DETAILS GLASSNISIBLE CLEAR OPENING MEETS UNIT AREA BASIS OF DESIGN FOR <METAL CLAD> WOOD WINDOWS: TYPE MARK TYPE COUNT MANUFACTURER MODEL WIDTH HEIGHT WIDTH HEIGHT HEAD JAMB SILL COMMENTS U-VALUE LIGHT(S,F,) VENT(S.F.) WIDTH HEIGHT EGRESS (S.F.) VIP �G MANUFACTURER: TBD - - SERIES: TBD _ s EXTERIOR COLOR: TBD A CASEMENT 1 ANDERSEN 1'-8 1/2" 2'-4 3/8" 1'-9" 2'-4 7/8" .29 2.63 2.3 10.798 23.523 NO 4.04 INTERIOR SPECIES: PINE B CASEMENT 3 ANDERSEN T-8 1/2" 3-4 13/16" 1'-9" 3'-5 5/16" _ .29 4.03 3.6 10.798 35.9610 NO 5.81 N�A INTERIOR FINISH: SATIN C CASEMENT 2 ANDERSEN 1'-8 1/2" 4'- 11 7/8 1'-9" 5'-0 3/8" .29 6.17 5.5 10.798 55.023 NO 8.52 "i'J 30888-ti yIS GRILLE TYPE: SIMULATED DIVIDED LIGHT - - - - F GLAZING: <ARGON FILLED, INSULATED CLEAR FLOAT GLASS, LOW E II> D FIXED 1 ANDERSEN 2 -4 3/8„ 2'-01/8' 2'-4 7/8„ 2'-0 5/8„ 28 3.83 3.6 N/A N/A NO 5.59 OF N E� *PROVIDE TEMPERED GLASS AS REQUIRED BY CODE E CASEMENT 6 ANDERSEN 2'-4 3/8" 3-4 13/16" 2'-4 7/8" 3'-5 5/16" .29 5.87 5.5 20.0197 36,3810 NO 8.04 INSECT SCREENS: AT ALL OPERABLE WINDOW UNITS E2 CASEMENT 1 ANDERSEN CUSTOM 2'-4 3/8" 3'-4 13/16" 2'-4 7/8" 3'-5 5/16" .29 5.87 5.5 20.0197 36.3810 NO 8.04 seal: HARDWARE: STYLE AND FINISH TBD BY OWNER F CASEMENT 11 ANDERSEN 2'-4 3/8" 4'-4 13/16" 2'-4 7/8" 4'-5 5/16" .29 7.83 7.3 20,0197 47,9610 YES 10.40 USE OF ARCHITECTS DOCUMENTS: SIZE AND OPERATION: REFER TO SCHEDULE F2 CASEMENT 2 ANDERSEN 2'-4 3/8" 4'-4 13/16" 2'-4 7/8" 4'-5 5/16" PROVIDE TEMPERED GLAZING .29 7.83 7.3 20.0197 47.9610 YES 10.40 THESE DOCUMENTS PREPARED BY THE - - - RCHITECT ARE INSTRUMENTS OF SERVICE G CASEMENT 10 ANDERSEN 2'-4 3/8" 4'- 11 7/8" 2'-4 7/8" 5'-0 3/8" .29 8.97 8.4 20.0197 55.0230 YES 11.8 FOR USE SOLELY WITH RESPECT TO THIS 1. ALL WINDOWS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE - PROJECT,AND SHALL REMAIN THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CONTRACTOR SHALL H AWNING 10 ANDERSEN 2 -11 15/16 1 -5„ 3 -0 7/16 1 -5 1/2 .29 2.7 1.4 N/A N/A NO 4.24 PROPERTY OF THE ARCHITECT. THE PROVIDE ALL ACCESSORIES AND OTHER MATERIALS REQUIRED TO MAKE THE J CASEMENT 10 ANDERSEN 2'-11 15/16" 4'- 11 7/8" 3'-0 7/16" -5'-0 3/8" .29 11.88 11.5 30.129 55.0230 YES 14.94 ARCHITECT SHALL RETAIN ALL COMMON - - - LAW,STATUTORY AND OTHER RESERVED INSTALLATION WHOLE, INCLUDING BUT NOT LIMITED TO FASTENERS, K FIXED 1 ANDERSEN 3-4 13/16" 4'- 11 7/8" 3-5 5/16" 5'-0 3/8" .28 13.75 - N/A N/A NO 16.99 RIGHTS INCLUDING THE COPYRIGHT(s),THE INSULATION, FLASHING,AND SIMILAR. L FIXED 1 ANDERSEN 4'-0" 4'-11 7/8" 4'-01/2" -5'-0 3/8" .28 16.52 - N/A N/A NO 19.95 WNER SHALL NOT REUSE PERMIT _ _ EUSE OF THESE DOCUMENTT S INCLUDING 2. THE CONTRACTOR SHALL COORDINATE WINDOW INSTALLATIONS WITH ROUGH M DOOR SIDELITE 2 ANDERSEN 1'-2" 6'- 11" 1'-4" 7-0" - N/A N/A NO ANY DESIGN&CONSTRUCTION OPENING DIMENSIONS PROVIDED IN DRAWINGS. ALL ROUGH OPENING SIZES - - DEVELOPMENT,CHANGES OR ALTERATIONS N OR TRANSOM 2 ANDERSEN 1'-4" 1' .211 V-4 1/2" 1'-2 1/2" .3 - N/A N/A NO TO THESE DOCUMENTS,WITHOUT THE ARE FOR WOOD FRAMED OPENINGS. CONTRACTOR SHALL COORDINATE 0 DOOR TRANSOM 1 ANDERSEN 3-1 5/8" 1' .2" 3'-21/8" 1'-21/2" .3 - N/A N/A NO WRITTEN ATION OLEHEARCDGEME HAND OPENING SIZES AT OTHER CONSTRUCTION. - 5'-9 5/8" 1'-4" 1'-4" 3'- 1 5/8" AUTHORIZATION OF THE ARCHITECT 3. ALL MULLED UNITS SHALL BE <FACTORY, FIEED> MULLED. PROVIDE -�-�-- 1 1'-9" 1'-9" R.O. 1'-9" R.O. 2'-47/8" R.O. 2'-47/8" R.O. 2'-47/8" R.O. 2'-47/8" R.O. 2'-4 7/8" R.O. „ 3'-07/16" R.O. 3'-5 5/16" R.O. 4'-01/2" R.O. CONTINUOUS SILL AT MULLED UNITS. 3-0 7/16 R.O. _ - - =!,'- BALZER 4. PROVIDE TEMPERED GLAZING AT ALL WINDOW LOCATIONS AS REQUIRED BY _ _ _ - - 2'-11 15/16" - " a cal 8 1/ 1'-8 1/2 1 8 1 J2 2 4 3/8 2 4 3/8 2 4 3/8 2'-4 3/8 2'-4 3/8 2 - 11 15/16" 3 4 13/16 4 -0 01:171 N __ - - - CODE AND WHERE DESIGNATED ON PLANS AND ELEVATIONS. -?- +�- r �- - p '� -- T 5. ALL WINDOWS SHALL BE INSTALLED WITH PAN FLASHING AT THE SILL. . = r- O r r d ao O r p r - r _ r r = I - _ _ _ _ _ TUSK 6. INTERIOR TRIM AT ALL WINDOWS AND DOORS SHALL CONSIST OF COMPOSITE 00 = ti cO N "' - r (0 171 __ r _ r __ ____ r __ _ __ r r I ', CASING TRIM. REFER TO 8/A602 AND 9/A602 FOR DETAILS °ti° v ---- -'- c -- - - - - in o m co O _ r O _ Ofrom your perspective �r T o CV T Cfl Ch Cr 2 CrCr Q Cr 2 N I - BORAL TRIM BOARD AND BE PAINTED r` OO _ 7. EXTERIOR TRIM SHALL CONSIST OF O _ _ _ _ cal ; �n M M E- AR HIT CT RE LIDr r C U co T co T r co r co w p COLOR TBD. ALL WINDOW HEAD TRIM SHALL BE FURNISHED WITH N co N u� �n LO �t Cn EQ EQ 1 ; ,- ; r co r co c' T- FLASHING/DRIP EDGE TO MATCH. cq o co "' �' a o o o 8. THE CONTRACTOR SHALL SUBMIT PRODUCT INFORMATION, COLOR/FINISH �, M d u, u, SAMPLES,AND SHOP DRAWINGS ILLUSTRATING PRODUCT DIMENSIONS, I - a6s sROADwnY sAxnTocA SPRINGS,NY ELEVATIONS, CONFIGURATION AND INSTALLATION DETAILS FOR ARCHITECTS - ❑ ❑ r �, P slssaosals EQ EQ EQ EQ EQ EQ L REVIEW AND APPROVAL. + - - _ OWNER f A I � O OD O E2 FO OG O C � LO M o p Phyllis&Chris Abele - ``J 14 Corporate Drive WINDOW ELEVATIONS _ Clifton Park'NY 12065 518.373.9613 1/4" = V-0" ROOM NATURAL LIGHT NATURAL VENT NUMBER NAME AREA(SF) REQUIRED (SF) PROVIDED(SF) REQUIRED (SF) PROVIDED(SF) COMMENTS 103 LIVING ROOM 290 SF 23 SF 145.8 12 SF 129 104 DINING 183 SF 15 SF 7 SF _ 105 KITCHEN 301 SF 24 SF 12 SF _ 107 M BEDROOM 278 SF 22 SF 43.43 11 SF 33.6 - - - GENERAL CONTRACTOR 203 BEDROOM 1 204 SF 16 SF 25.2 8 SF 25.2 - - Abele Builders 205 BEDROOM 2 195 SF 16 SF 31.07 8 SF 30.7 14 Corporate Drive 208 BUNKROOM 256 SF 20 SF 31.32 10 SF 29.2 Clifton Park,NY 12065 - _ 518.373.9613 5 1/2" 1 J2° SITE/CIVIL ENGINEER: Environmental Design Partnership 900 NY-146 SEE SCHEDULE SEE SCHEDULE I CONT. BEAD OF SEALANT _ Clifton Park,NY 12065 1° SILL BELOW 518.371.7621 5/4 x 6 HEAD I co 1x4 PINE JAMB TRIM, SATIN FINISH i STRUCTURAL ENGINEER: o SB Engineering PLLC O O O rno STONE HEADER - - 900 NY-146 - � W EXPANSION N FOAM AT ENTIRE LOW S O E E _ 5/4 x 6 HEAD '- ALUM. CLAD WOOD WINDOW - Clifton Park,NY 12065 PINE WINDOW SILL, SATIN FINISH j N PERIMETER AFTER EXTENSION 518.724.0733 JAMBS AND SILLS ARE INSTALLED 1 LOW EXPANSION FOAM WOOD INTERIOR EXTENSION 1/2"ZIP SHEATHING o BEVEL SIDING TO FORM J JAMB, FINISH TO MATCH 1" RIGID INSULATION SLOPED SILL �_, N WINDOW T_ - w w LOW EXPANSION FOAM THRU WALL FLASHING 1 x 4 JAMB - SEALANT W/WEEPS- _ GALV. STEEL LINTEL ud = SEALANT S/A4xg , U rJ FLEXIBLE MEMBRANE FINISH cn cn _ _ - - -- - - - - - ALUM. CLAD WOOD WINDOW 5/4x4 CASING W/BED PINE TRIM FLASHING 1X4 PINE TRIM, �I i _ _ TIN cw - 1_ SATIN FINISH r - - - - MOLD AT STONE +_ SEALANT 1 x 4 JAMB 2" STONE WATER TABLE WITH CONT. REGLET THRU WALL FLASHING -- FLEXIBLE MEMBRANE 5/4 SILL 5/4 SILL 1"AIR GAP FLASHING - BACKER ROD AND SEALANT BACKER ROD AND SEALANT- MASONRY TIES FLEXIBLE MEMBRANE FLASHING LOW EXPANSION FOAM MORTAR - 5/4x4 CASING W/BED WOOD INTERIOR EXTENSION FULL BED DEPTH STONE MOLD AT STONE JAMB, FINISH TO MATCH WINDOW EXTERIOR WINDOW TRIM 1 EXTERIOR WINDOW TRIM 21 4 ­111 STONE sILL BELOW ALUM. CLAD WOOD WINDOW- 1 1/2"ZIP R-SHEATHING - � - - 1"AIR GAP 1 1/2" 5 1/2" 1 1/2"ZIP SYSTEM R-SHEATHING ABELE GUEST FULL BED DEPTH STONE COTTAGE 3/4" 1/2" 9 TYPICAL EXTERIOR CASING AT WINDOWS 6 CASEMENT SILL DETAIL at STONE 4 CASEMENT JAMB DETAIL at STONE 2 CASEMENT HEAD DETAIL at STONE ASSEMBLY POINT ROAD 1 - 1-0 Nod Description I Date 11/2" 51/2 1/2" 1 PERMIT 08.18.2021 ADJUSTMENTS CONT. BEAD OF SEALANT �+ I , SILL BELOW 1 1x4 PINE JAMB TRIM, SATIN FINISH co - F 5/4 X 6 PINE TRIM, SILL BELOW ALUM. CLAD WOOD WINDOW I LOW EXPANSION FOAM, AT ENTIRE EXTERIOR SIDING _Y SATIN FINISH COMPOSITE WINDOW SILL N PERIMETER AFTER EXTENSION 1/2"ZIP SHEATHING PROGRESS: -- - - - - - - - - - - - T - - _ 1 n RI - DESIGN CONSTRUCTION LOW EXPANSION FOAM I JAMBS AND SILLS ARE INSTALLED DEVELOPMENT I DOCUMENTS DASHED LINE INDICATED RIGID INSULATION INT. F.O.F. BELOW BEVEL SIDING TO FORM WOOD INTERIOR EXTENSION FLEXIBLE MEMBRANE - SLOPED SILL ti JAMB, FINISH TO MATCH WOOD CASING. PTD. TO N WINDOW FLASHING 4 i+ Project Number 2023 t- MATCH WINDOW SEALANT- _ LOW EXPANSION FOAM Drawn by RK p MULL JOINING STRIP BY GALV. CAP FLASHING W/DRIP, _ 1 X 4 PINE TRIM, -- - -_- - --- - - ANDERSEN - SEALANT FINISH TO MATCH TRIM - - O w SATIN FINISH 2"COMPOSITE SILL, PTD _ _ _ ± y MT __ 5/4x6 PINE TRIM, Checked b 0 0 (2)ALUM. CLAD WOOD WINDOWS - - - / x 4 B L TRIM, PTD _ SH 1" COORDINATE WITH WINDOW 1" -: 1X4 PINE TRIM, �, T ALUM. CLAD WOOD WINDOW SATIN FINI w --- --- - - ---- --- MULLED PER ANDERSEN JOINING 5/4 x 4 BORAL TRIM, PTD SATIN FINISH T RAM Date 54 FLEXIBLE MEMBRANE SEALANT 07.30.21 0 WIDTH AND JAMB DETAILS GUIDE FLASHING I=- w _ - BACKER ROD AND SEALANT- - - - -- Lu J MULL TRIM BY MANF. FLEXIBLE MEMBRANE FLASHING Q -- -SILL BELOW Llllf SELL BELOW LOW EXPANSION FOAM WINDOW p 1 RIGID INSULATION- 1/2"ZIP SHEATHING- + BACKER ROD AND SEALANT WOOD INTERIOR EXTENSION I SCHEDULE and JAMB, FINISH TO MATCH WINDOW 5/4 PINE WINDOWSILL, EXTERIOR SIDING - FLEXIBLE MEMBRANE FLASHING ALUM. CLAD WOOD WINDOW- i DETAILS SATIN FINISH - 5/4X4 BORAL TRIM PTD, RABBETED - WITH WINDOW POCKET 11/2" 51/2" 3/4" SEALANT 5/4 X 4 PINE TRIM, - 1 1/2"ZIP SYSTEM R-SHEATHING SATIN FINISH LJ I 73/4"' EXTERIOR SIDING /2 TYPICAL INTERIOR CASING at WINDOWS TYPICAL FIELD MULL DETAIL CASEMENT SILL DETAIL at SIDING CASEMENT JAMB DETAIL at SIDING CASEMENT HEAD DETAIL at SIDING A602 8 3/4„ = V-0" 7 3" = V-0" 5 3" = V-0" - 3 3" = 1'-0" 1 3„ = V-0" 8/19/2021 8:31:45 AM Ea A J _ J , M JA ly n 30888 Seal: \\ USE OF ARCHITECTS DOCUMENTS: THESE DOCUMENTS PREPARED BY THE I I _ ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS1 PROPERTY OF THE ARCHITECT. THE r ARCHITECT SHALL RETAIN ALL COMMON w 4p O — -- T LAW,STATUTORY AND OTHER RESERVED � RIGHTS INCLUDING THE R ).THE OWNESER SHALL OF THESEO SE OERL'IT THE DOCUMENTSPNCUDING ANY DESIGN&CONSTRUCTION t , ' "- DEVELOPMENT,CHANGES OR ALTERATIONS TO THESE DOCUMENTS,WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND �-- I AUTHORIZATION OF THE ARCHITECT , BALZER t J t I TUCK from Your perspective ARCHITECTURE I I ! 468 BROADWAY SARATixA SPRINGS.NY I I1 r sla-saassla • OWNER I Phyllis&Chris Abele I - - 14 Corporate Drive Clifton C Park NY 12065 I •'' i i 3 — 1 -7, I 518.373.9613 i I i i GENERAL CONTRACTOR : Abele Builders 14 Corporate Drive Clifton Park,NY 12065 LIVING DINING KITCHEN AXONOMETRIC 1 0 PERSPECTIVE VIEW OF LIVING ROOM 2 9 PERSPECTIVE VIEW OF LIVING ROOM 1 51 SITE/CIVILVIL E.NGGI ENEER Environmental Design Partnership 900 NY-146 Clifton Park,NY 12065 518.371.7621 55" 8211 55" _ STRUCTURAL ENGINEER (4'-7") T (6'-10") (4'-7") SB Engineering PLLC 900 NY-146 # DECORATIVE TIMBER ' -STONE CHIMNEY Clifton Park,NY 12065 BEAMS, STAINED i 518.724.0733 1 I DECORATIVE WOOD TIMBERS #� 3 A601 MOOD PINE TRIM, STAIN FINISH D�`- . I Ll LIGWB, PTD5 1/2" DEEP1i Js4{, GWB, PTD. :]1 A601 I t GWB, PTD. I PINE TRIM, I I STAIN FINISH I l l L —Jt I < < I I � �� f i I � -• TIMBER COLUMN AND I L �_ BEAM, STAINED END PANEL OPEN t I. �. ` / 3 l t { It1 APPLIED TILE, PTD,—,� i l I , ;; I I 11 { i ! I 1 I ;I I i— ND EAST ELEVATIONTIMBER ISLA6COLUMN 50" 3/8" = 1'-0" 60 MICROWAVE ��,: ► � � �___�.��_ ___u���.._�.____�__.._�__�____ ���__..�.�� I I I �,. ��_ :.���..�___.®.._�____- __ I� r,,���� I A B E L E t GUEST Zo DRAWER L_. _ i ❑ I I It COTTAGE J I l (MUDROOM, BEYOND) (FOYER, BEYOND) WAINSCOTING, SATIN FINISH PINE BASE TRIM, SATIN FINISH t ! II ` j ASSEMBLY POINT ROAD { 44 3/8" LOco .— I LIVG / DINING/ KITCHEN SOUTH ELEVATION - I (3'-83/8") No. Description I Date g - __w _ w �J ,- -------------- IN OPEN END PANE _ 71- 4'-4" 177 BENCH W/LIFT TOP 8000 SERIES GAS PINE BASE TRIM, STAIN FINISH FIREPLACE BY HEAT N GLO STONE HEARTH LIVING ROOM WEST ELEVATION 5 ISLAND WEST ELEVATION DECORATIVE TIMBER 3/8" = 1'-0" - - 3J8" F 10"VENT i 9' 3" 1 PROGRESS: PINE TRIM, m "! STAIN FINISH ` 15"WALL 27"WALL 33"WALL 33"WALL 33"WALL 33"WALL 27"WALL 44"WALL T — -- —! DE DEVELOPMENT DESIGN CONSTRUCTIONDO N CABINET CABINET CABINET CABINET - _ - ---'- — — — CABINET— — — -CABINET— —... CABINET CABINET I , Project Number 2023 { '�----GWB, PTD. t Drawn by RK t 11 ..._._ __._� r .__ ___.._�-� __ M.____. a..� __.____ ._.__ __.-_-_.._, � •, 1 __. ._._. ______.• _---_�. I �, I � � � {{ Checked by MT ! I ! i {I' ` I 11 { ( I '<< �Il i ! I I OPEN SEATING 1 I I GWB, PTD. J I I I l - I � � f II - � {1ICI , Date 07.30.21 G -- II€I ISLAND NORTH ELEVATION �y? F"5 4 3/8" — 1'-0" I _......_..., , . ...�..._.. pa,__e..,.... v..,_......6...�. ._..,.—.,,._.,,.. 4e,...,�,._�.�..,.�p�j�..a.�.._,.._ 13 lI i I TILETILE -_.�...�.. _._� _ . � I { t 7 LIVING ii l� , 1 �..� •� <>._.7 _J ' ,, _- � � ,;��,��,���,�,� �,;�,�� �, a � I I �, �. � � d i a , ,� DINING RO M and KITCHEN , �� I I , I I l I •1 t::l I I I I I( I f l t I �t, jl� 11 i ° L.... .JJ L1 t ., I._............,� ..w.._.,�1 1.__.....,�.J a La..__.i �. (TO EXTERIOR) 15" BASE 27" BASE 27" BASE 36"SINK 24"DISH 27" BASE 27" BASE 27"BASE 27" BASE W/ 36"STOVE/OVEN 27" BASE PINE BASE TRIM, SATIN FINISH WAINSCOTING, SATIN FINISH BASE WASHER 24" DRAWERS 167 1/4" 27" BASE 27" BASE 27" BASE 27" BASE — 9'-Ott A701 LIVING / DINING/ KITCHEN NORTH ELEVATION DINING2RM EAST ELEVATION (13'-11 1/4"� ISLAND SOUTH ELEVATION i 3/8" = V-0" 3/8" = 1'-0" 3/8" = 1'-0" 7/30/2021 6:27:55 PM D ARc JAIyFs MR-GWB, f PTD.— OF N E I n. MR-GWB, ! 1 I seal: PINE TRIM, SATIN ' \v ./ 4' , ; ~ 9 PTD. ! l� 3 i '' ! USE OF ARCHITECTS DOCUMENTS: FINISH ( j \\ f/ I 13t+ ! I ! i .,4 THESE DOCUMENTS PREPARED BY THE MIRROR ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS t ! PROJECT,AND SHALL REMAIN THE LAW ISTATUTORY PERTY F THE ARCHITECT. THE ¢ �� ARCHITECT SHALL RETAIN ALL COMMON AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S).THE OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS INCLUDING I I ANY DESIGN&CONSTRUCTION DEVELOPMENT,CHANGES OR ALTERATIONS TO THESE DOCUMENTS,WITHOUT THE ---�------� ! � _1 WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT I BALZER y PINE BASE TRIM, SATIN 36"VANITY PINE BASE TRIM, TUCK FINISH SATIN FINISH E from your perspective ARCHITECTURE 408 BROADWAY SARATOGA SPRINGS.NY P 518.580.8818 OWNER : Phyllis&Chris Abele _ 14 Corporate Drive POWDER ROOM SOUTH ELEVATION POWDER ROOM WEST ELEVATION POWDER ROOM ,AXONOMETRIC MUDROOM AXONOMETRIC Clifton Park,NY12065 12 3/8" = 1'-0" 11 3/s° — 1'-0" 10 - -- g 518.373.9613 PINE TRIM, STAIN FINISH 22" 43" PINE TRIM, STAIN FINISH --- (3-7") GENERAL CONTRACTOR : CABINET -t GWB, PTD. Abele Builders; I 14 Corporate Drive I Clifton Park,NY 12065 518.373.9613 12" DEEP 3 l�'. ;i WALL CABINET'- ' I I SITE/CML ENGINEER HANGING ROD � GWB, PTD.! �I COAT HOOKS - ji Environmental Design Partnership l i 900 NY-146 i I i I i I J I i ! COAT HOOKS Clifton Park,NY 12065 I , ; HANGING ROD 518.371.7621 1 1! { to BUILT-IN CUBBIES LO ( WITH CABINETS GWB, PTD I — I STRUCTURAL ENGINEER : - i ABOVE I— 1 SB Engineering PLLC I f f ! E cD 4 I� c _- ___ ' 900 NY-146 �� i � Clifton Park,NY 12065 518.724.0733 j BUILT-IN BENCH = i (OPEN BELOW) `o W D I WOOD PANEL, PTD_ T I PINE BASE TRIM, STAIN FINISH -- (TO POWDER ROOM) PINE BASE PINE BASE TRIM, WASHER/DRYER (TO GARAGE) TRIM, SATIN SATIN FINISH WITH COUNTER FINISH PINE BASE TRIM, STAIN FINISH - 8 MUDROOM WEST ELEVATION MUDROOM NORTH ELEVATION MUDROOM EAST ELEVATION MUDROOM SOUTH ELEVATION 3/8 1-0 3/8" = 1'-0" 6 3/8" = 1'-0" 5 - ABELE GUEST COTTAGE ASSEMBLY POINT ROAD No.I Description I Date PINE TRIM, STAIN FINISH PINE TRIM, STAIN - FINISH G PTD. I I Oil[ l II t I PROGRESS: WB, I tl .i i ! ( I' DESIGN CONSTRUCTION ' I DEVELOPMENT DOCUMENTS i TD. Project Number 2023 Drawn by RK — `\ Checked by MT Date 07.30.21 I ILI I I PINE BASE TRIM, PINE BASE TRIM, TO EXTERIOR) (TO COAT CLOSET) ( STAIN FINISH SATIN FINISH MUDROOM and POWDER ROOM 2 Elevation 1 - b FOYER EAST ELEVATION FOYER SOUTH ELEVATION 702 3/8" = V-0" 1 3/8" = 1'-0" 4 7/30/2021 6:28:02 PM �tED A i �j, OF NEON if I Seal: I s, I 44 3 it �,�/' !I ,%' ,✓� �� I �,: � i � � '�( I ' I{ E( I �i � o{} E ,a THESE DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WfTH RESPECT TO THIS PROJECT,AND PROPERTY OF THE REMAIN THE �` ,^.. .. •. 4 k -.._ ( �; � J �1�, ,,,: ;.�, � `y�.P-.. �...y�,... � ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON ! ( l LAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S).THE r i — r OWNER SHALL NOT REUSE OR PERMIT THE f € REUSE OF THESE DOCUMENTS INCLUDING I i —_--�, i I ANY DESIGN&CONSTRUCTION DEVELOPMENT,CHANGES OR ALTERATIONS r�4 Ail, ;" }," f : { TO THESE DOCUMENTS,WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT y J a w v � r �\ - BALZER TUCK from your perspective ARCHITECTURE 13 SHARED BATH AXONOMETRIC 7 BATH 1 AXONOMETRIC MAIN BATH AXONOMETRIC 468BROADWAY SARATOGA SPRINGS,NY 1 P 518.580.8818 STONE JAMB OWNER: PINE CASING, PINE TRIM, STAIN FINISH Phyllis&Chris Abele14 Corporate Drive STAIN FINISH PINE TRIM, STAIN FINISH / MR-GWB, PTD. Clifton Park,NY 12065 12 j u 518.373.9613 " r—MIRROR 12 7 1/4" Q 2 3/4" MR-GWB, AMR-GWB, PTD. i 1 s I i I PTD. } _� 1� I� It� . � : _ I I ii� ;3I �j; �✓� ' � (f ; MIRROR � — I � 1 -GW—B,MR- GWB PTD. MR-GWB, MIRROR_ — PTD. T IDE �ILE_ R0 - PTD. 8IL -� II{ � 1 I -- T �- � k � i � •. - � � I 1 � 6'I -6" ( ) STONE CAP I u I 'J I GENERAL CONTRACTOR : I � t E � � Abele Builders 14 Corporate Drive `, I i o.. ( ' �i �i— h ��l=I —��I Clifton Park,NY 12065 1 I € I [ 518.373.9613 I I J !� Environmental Design Partnership /CIVIL ENGINEER I { (" � I 900 NY-146 �� � Clifton Park,NY 12065 _..,._.. _n. __._ ._ PINE BASE TRIM, 30" SINK 15" 30" SINK PINE BASE TRIM, (TO BEDROOM HALL) (TO BEDROOM 1) PINE BASE TRIM, 18" DRAWERS 39" SINK 39"SINK PINE BAS TRIM, 30" SINK 22" 30"SINK 22"DRAWERS PINE BASE TRIM, STRUCTURAL1.7621 ENGINEER : STAIN FINISH BASE DRAWERS BASE STAIN FINISH STAIN FINISH W/CABINETS BASE BASE STAIN FIN SH BASE DRAWERS BASE W/CABINETS STAIN FINISH -J SB Engineering PLLC ABOVE 37 4 1/ 110 1/2 ABOVE 111 900 NY-146 (3'-1") (4 1/ ") (9'-2 1/2") Clifton Park,NY 12065 _ - u -� -HARED BATH SOUTH ELEVATION SHARED BATH WEST ELEVATION BATH 1 SOUTH ELEVATION 9 BATH 1 WEST ELEVATION 2 MAIN BATH SOUTH ELEVATION MAIN BATH WEST ELEVATION 518.724.0733 14 3/8" = V-0" 15 „ 8 3/8 = 1'-0" 3/8" = 1'-0" 3/8" = 1'-0" 3/8" = 1'-0" 3 PINE TRIM, STAIN FINISH 3/4"STONE JAMB PINE TRIM, STAIN FINISH PINE TRIM, STAIN FINISH PINE TRIM, STAIN FINISH 12" 1211 -PINE TRIM, STAIN FINISH _ MR-GWB 7 1/2" 7 1/2° 1 PTD. „ Imo., jam" STONE JAMB I TILE I MR GWB { I � ! I � I I I MR-GWB I 1 it , I' PTD. _ , - i I ,.� , TILE � I I . I ; PTD. I ( ' I —� _ I ,( MR GWB I MR-GWB, j - I FRAMELESS 1 TALE 1 1 PTD. 1 PTD. r GLASS L I Ic r' i I .I 1 co ILE ; DOORS I` j 1 , (P I I Co YI I I i MR-GWB' N . ABE GUEST 771 C , PTD I d I 7 I -- i C OTTAGE -- z it r 1 i (TO LINEN CLOSET) PINE BASE TRIM, WOOD BASE TRIM, PINE BASE TRIM, ASSEMBLY POINT ROAD STAIN FINISH STAIN FINISH PINE BASE TRIM, STAIN (TO MAIN BEDROOM) PINE BASE TRIM, PINE BASE TRIM, STAIN FINISH FINISH -TERMINATE AT SIDE STAIN FINISH STAIN FINISH No.l Description i Date OF EXTENDED STONE JAMB 16 SHARED BATH NORTH ELEVATION SHARED BATH EAST ELEVATION BATH 1 NORTH ELEVATION BATH 1 EAST ELEVATION MAIN BATH NORTH ELEVATION MIAN BATH EAST ELEVATION 3/8" = 1'-0° 1 � 3/8" = 1'-0" 1 0 3/8" = 1'-0" 1 1 4 - - - 3/8" = 1'-0" 3/8" = V-0" 5 3/8" = V-0" PROGRESS: DESIGN CONSTRUCTION DEVELOPMENT DOCUMENTS Project Number 2023 Drawn by RK Checked by MT Date 07.30.21 MAIN BATHROOM, BATHROOM 1 , Qzzz and SHARED BATH 703 7/30/2021 6:28:11 PM D R ic PtiV 3A Wf v� X -a r ATTIC ACCES PANEL3(8$$'� C7� PINE TRIM, STAIN FINISH PINE TRIM, STAIN FINISH ��y Seal: 3�r 3" 311 (�� USE OF ARCHITECTS DOCUMENTS: -- 3 12„ 12" 12„ THESE DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE 12" FOR USE SOLELY WITH RESPECT TO THIS PROJECT,AND SHALL REMAIN THE 1.- PROPERTY OF THE ARCHITECT. THE �_ F ARCHITECT SHALL RETAIN ALL COMMON E ' ( �I LAW,STATUTORY AND OTHER RESERVED 91 RIGHTS INCLUDING THE COPYRIGHT(S).THE IIII !! 1 I 1---`----A � OWNER SHALL NOT REUSE OR PERMIT THE 1211 i ! II fI 1 �I , ANY DESIGN 8 CONSTRUCTION I I I � �� � ,) _ DEVELOPMENT,CHANGES OR ALTERATION TO THESE DOCUMENTS,WITHOUT THE i 1 WRITTEN ACKNOWLEDGEMENT AND 1 GWB, PTD. AUTHORIZATION OF THE ARCHITECT \ I _ GWB, PTD. BALZER I Ii GWB, PTD. __. .-.._.____. �4 _- _____ _u_. ____� B, P . I I III TUCK from your perspective k --. -- -- —-------- ARCHITECTURE 1 i (TO BEDROOM HALL) PINE BASE TRIM, STAIN FINISH (TO CLOSET) PINE BASE TRIM, STAIN FINISH PINE BASE TRIM, STAIN FINISH BUNK BEDS,TBD BY OWNER 408 BROADWAY SARATOGA SPRINGS,NY P 518580.8818 Phyllis&Chris Abele OWNER : hyll. 14 Corporate Drive Clifton Park,NY 12065 518,373.9613 12 PERSPECTIVE VIEW OF BUNK ROOM 11 BUNK ROOM NORTH ELEVATION 10 BUNK ROOM EAST ELEVATION 9 BUNK ROOM_ SOUTH ELEVATION - - 3/8" = V-0" 3/8" = V-13" - 3/8" = T-0" GENERAL CONTRACTOR: Abele Builders - PINE TRIM, STAIN FINISH 14 Corporate Drive Clifton Park,NY 12065 518,373.9613 PINE TRIM, STAIN FINISH 9 1/4" � SITE/CIVIL ENGINEER 1 j 9 1/4" 1/4" 5/4 CAP, STAIN FINISH 1211 Environmental Design Partnership PINE TRIM, �GWB, PTD. 900 NY-146 STAIN FINISH Clifton Park,NY 12065 \ 12" I 1 I 12" 518.3717621 g 1/4„ STRUCTURAL ENGINEER: SB Engineering PLLC T�-- 12 '� 900 NY-146 Clifton Park,NY 12065 518.724.0733 fi'If I I GWB, PTD. GWB, PTD. GWB, PTD. 1 I i (TO BEDROOM HALL)PINE BASE TRIM, STAIN FINISH PINE BASE TRIM, PINE BASE TRI T FINISH L IM S M S AIN s STAIN FINISH _ ABELE GUEST PERSPECTIVE VIEW OF BEDROOM 2 BEDROOM 2 NORTH ELEVATION G BEDROOM 2 EAST ELEVATION BEDROOM 2 SOUTH ELEVATION /� 8 7 3/8" = V-011 6 3/8" = 1'-0" 5 3/8" = 1'-011 - COTTAGE ASSEMBLY POINT ROAD No.I Description ( Date PINE TRIM, STAIN FINISH PINE TRIM, STAIN FINISH -- � 9 1/4" GWB, PTD.�9 1/4" 12" 12" 12 12 PROGRESS: DESIGN CONSTRUCTION DEVELOPMENT DOCUMENTS ( Project Number 2023 I ,I Drawn by RK Checked by MT i I i GWB, PTD. �a GWB, PTD: { GWB, PTD. Date 07.30.21 C I I { I I n 1 {{ BEDROOM 1 BEDROOM 2 and PINE BASE TRIM, SATIN FINISH (TO BATH 1) PINE BASE TRIM, STAIN FINISH (TO CLOSET) (TO CLOSET) (TO BEDROOM HALL) PINE BASE TRIM, BUNK ROOM STAIN FINISH PERSPECTIVE VIEW OF BEDROOM 1 BEDROOM 1 NORTH ELEVATION BEDROOM 1 EAST ELEVATION BEDROOM 1 SOUTH ELEVATION A704 4 3 3/8" = V-0" 2 3/811 = 1'-0" 1 3/8" = V-011 7/30/2021 6:28:18 PM