Loading...
HomeMy WebLinkAbout45909-Z � - I - I . ____- - � .- � � JA /060 - /q. - CZ- S. /�� - ....I .... &//042,1 0- . rpowmMPOW9 . __j 1,10"MMI -, I � .I . - 21A � I I ::t I rr,14� I I -I: �' : 0 , � " .. Lu . .�' " I � I 11,:11 I . :::1::IVe.51M7 Lu . I' � �"i �� � _j I I'll I . . . . � :, . ��� I "W" .. 4 �,.1, � II . . rr ... , . _j - - . _j � low- FRC,JE r-,,,T 5 C..,OFE : FAOE <E'�-r : ,. "C3 � � a- "I _____________________________­ ------- - - ___ ____ __ ___ - __ ---------,_�------------,----.----�.-�---- ----- --------, -------- Q �!- - __��___��0_1__._O��5 PROJECT LOCATION & SCOPE 0 1 RENOVATE FIRST AND SEr_.,ONr�) FLOOR SITE PLAN & ZONING DATA 2: ------­_______ GENERAL NOTES �_ - - z ______ - ___ - ____ - , - ____ - - - - __ 7�:__ ___­__ __ ____ - ---__:-::------- - - ___ - - _____ - ____- - _______ - - _ ::-_- - __6 _ _______ 1�)OR��ER ADDED TO THE REAR OF SEGOND FLOOR < 6 Hir,H KATER L11,E MECM-OM_-�,I-M-q - _.__________- ------ - E____________---------------------- M . - - - - ,---__ - �T-A -_1­1-__1_1__ (5-00.2 .00 GENERAL NOTES Lu ------- __ ___ ­ ------- � ______ ___P_ _�W�YE��____­ __ �� _j - __ __ __ ______ _____ � / ZONIN- ­ � � I­1­1­ � L ___­­___ ----' - ­­� ---­­­- �­­­ � ENERGY TABLE =� 00 ______ ___ _' - ­ � � STRUCTURAL DESIGN CHARTS > Rt C) __________ ----------- � TAX 1"`!Af�' 0 1000-14-2-5.15 z 0) (0 1 . -1 - I ____ ____- - - ____ . - �� -_ -_ - �_____ --- ______--_____-_ - - __ I - I __ _ _ _ ____ _____ ______i_________________ - ----,--------- --------_________________j zi TA 'ri __- -______ _____ ______ ___ e� �� ZONINO DISTRICT �� R-40 C, -)F 0 - ___ - _ _5 __ �< Ti C) __ - - __ __-____ - __ _____ �� - ONFIC ZMIN ____] (5-0 5t. 0 � STRAPPING, & NAILING DETAILS ____ �� - -- -- -- �� - - - -- - - - - __ _ _= =________­__ _____ ____1 � z >: 4 __- _____-___ - LOT AREA 04 ACRES I FASTENING SCHEDULE < Z ri ------------ � - --------- - __ ___� __ L____ �=______ - - - ____ = C - - _ _ � � LL _j � �� COASTAL EROSION HAZARD 21 ACRES � BEAM CONNECTION PATTERNS i Lu (D �� ---AREA __, , , , d - - - - � - __ _ _________­_______ ---------------,----- -- - -- - ----------- ---------------- --------------- U'l 01 T11 � ___ __ - ---I I 112 =) LO � CERTIRICATE OF Or,SUPANC'r - ��� #Z-31414; 01125106 A- 101 .5b 1 PROPOSED DEMOLITION PLANS 0 < (5 ------------ iI - - - - ---------- _­­%; ­- �___­_­__._.._­__­_.__i____ __ ��_­­ ! i ri _j �� ...r"F � i 7-------------- \ �� -1,-JE-TLANDS DISTRICT -_ - � _ 1. -5 I N/A I � Luj I % �� � ___ _____ --- __ ___ __ - - - i - - - ___- - _ _ - __ - --_ -____-- __ __----" M �� DEC DISTRICT �� NON-JURISPICTION I i___ ________________ --------------------i___----------- - -_- -_ -_ -_--_ _..,--.-,1. ------..----________________ D � ___ -.-- - - \ I -------------- .1-­ - � � � I- ____ _____ --- --- -_ - % � ;I 1 A- 1 02 .00 PROPOSED DEMOLITION PLANS C-) I - - EIL 1_11- I - � ­11 ­___1__­11­­­_11_____,---,---,, ­ ­1 111_______­ ­­­1 __ _ ____ i E30TTOM Or-SLom - __ I - - - HABITABLE SPACE �� EXISTIN& PROPOSED � I 11_ _ __ ____ - � __ - ____ - _____ - _____ __- - - __ __- _\ __ - �� __ _ - - - ­ �� �� � 0 - ---I-- __ ___ 12 ii - - - - _ . - - ---------------- i ------- �___ _ ��__��_____ m: _j __ __- -�1 --- -.---__-��-- - .--- _____ - ______ - �.-- .---____ - - % - MRST FLOOR! AREA __ l� ___2k5O S.F. I 2,7TI4 S.F. �� � ., Q I - __ - ___ - - - _ _ - -__________ � � � ,�� = . ___ - � V i�� _ I - ____ �� _ - - - ­_ I - - _____­________._._______ _________�_________________ ------.--.--,---- - ----------------- -------- - - __ ___ - - __ ___ _ -------- � - ___ ____ - - f - ___ ­ - - - 105.00 .i < - \ - - --- - __ -____ - ___ - __ _____ % � 5ECO��LOOIR Ali, j� :2,050 S.F. �� :2,154 S.F. A PROPOSED FOUNDATION PLAN I - -- - - - - - ­ � - =__ ­ , : I - - �� 1� , "I, I - �% - - __ -__ -- -- - - - 2-4 __ -�OTA_L-1;411511!CUOV - �] _ 4 �� 4 � � .. �.. I I 1.1,1, --- -- - - - - -_ -_ -\- - -_ . - � -_ _____ ____ ­ - - - -_ - - ______ __ - - ­ - ��­ i 7 ��'� - - ___ - -A I___ - - _:�� -- - --______ ___ -- ---- ____ % . . � I 11 .1 ___ __-­I—-­.---------I---__­_.____11____­-__P%-�_.-W MPH � � 1, , � - - - __ -___ - _ �_ ------------ _____________________�_ ------- ---------.-------------------�--------- --- � I --- _451,I I _ _ _ _ _ _ _ _ ___7- ----: - - - ---,--- - - A 4 - M OT Cw0\1ERA5E __7 � A- 104.00 PROPOSED FIRST FLOOR PLAN 'Im'TIM-MI-1,11 \ -___ ------- _ __ - % ­�1­__­_______ -- ­1 �-1-- � ­ - I L - ­ -I ­ ­1 ­ - - I __-_I__ -I I 11. ­­,--.-.- ­______1-,____11 ,� �, _ --- i I - ... I �_ ___ _T(�p_�P_PLU17_ ____ -A- --��o DESCRIPTION (FOOTPRINT) , AREA � % LOT 11 "I t - COVERAOE . - - - - Rb ---]� 2-7,442.5 S.F. ____1_ - ___________­___.__! I '�__� - - - i � -_ -_ - I --_ _ _____ - - - -------],L-- - - .---- - ______________j__- __ -_ _____�� . I � -_ - -_ - -_% --------- - - --- � TOTAL_Lbi�AREA - LAND�NA --- - ---------- , 11--------______________-- -----_ ____---- .------- ----------- -------------- . I .- � OF CrzHA ______-----_---I,,------ ­ ____L. - - I A- 105 .00 PROPOSED SECOND FLOOR PLAN � ­­__ ­ ­­­­ ­�___________ - - ­EX�TINIO ]EULDNIS, ---- --jL---.---_5,440.0 S.F. - 1:23% A I_____ - 52 [ � _=__J � % i .. .....J�____ _­_­­­­__! � - � __ - I_______7______________ ; I ___ % �'4 �� - EX15TINO_CiO��RiD��Pc�_ __ ---"'-- 511I S.F. % l� \% :L - -_ ____ -_ - --- --- I____ - - - --- ­ �__ - ____1-7..___J I � 1 � � � TOTAL AREA OF ALL STRUCTURES ` S.F. 15.e)% I � � I '' �; - - � - ------- � -- - - - __ __ - - - - __ ­__ I -_____E"bOO-0___ -,--- - . � ___- __ - - �_ - -- ii - 106 .00 - - - ____________________________ � � 11 A _-P 0 1�6�1`16OF PbM � ��A,q�p #�IgEA__ _ ___________ -_ -_ - -_ -\ _ - - ____ - -_ 11 ---,--- --- ­ L_ ____ _____________________� 136P� I i � I T pZ051014 1 _____ - __ ____ - __ __ - __ _ __ _­ _____ - - - % � MAXIMUM CO\/ERA0E ALLOAED; 20% -_ � i _ � I __ 1 __ - ­ - _ _ _ � - - � - - ­­___ _.�] � i � - - - � �0�6 #1 i I � I � __ -------- - __ __ - - I 1 zo rp: \ � i_________________._.___________------------________________.___ � 1 � � I � % L______-_____-____-_______----------,.I � I � � 9 � PROPOSED EXTERIOR ELEVATIONS i I \ � A-20 1 .00 I � I � % � � I i � I � / I � � , I i I / \ I 1 � % ____ _ _ --- ---- __ - ---------.-- - ------------- ----------- � � "/''/// � A-202.00 [---��6�-6�i6--i-xi��i6�--E--L-E-V--A-T_16�S I I \ I I i % � � � I � �I � � � � I ouFor-F \ L____.,_________________ - --------- ------ -------------- ------------------- -____---- ____________.____-------______ : I I - i , ,.' .. 5ETEAQ, / I . '.. , : - \ � � A-501 -00 BUILDING SECTIONS , I j I ", DESIGN DETAILS � , ; \ � f� "­ ­� -.' M A 3 - 20, '- ' ; � , -1 __ % A,,,, I ., 1 y", �� "'. \ `- __ - ___ - - 2i ,"'." III - 13 , , I L - __ - - _ __ .i - ___ � - .;. _, , ' 0 '� "' - ! � ..... - �L L - __ co, F:_11`F_ -- -b-I----___-____-__--_-_---- --1-­­­ ----------------- - __ -----------.,-- _________ ____________ ---__- � -_ - __- [---15.-r---j 0 � - r 1".�'.:'-�, ': � - �,�_EA�_J_, I % f=- I .0- 0- DWV/ WATER SUPPLY RISER .--- _­_ I ___'­�_. ----Il ------------ � i �-__ _________ . 11 - _ _ .�\.,; I � u>1 , v, _� .. - F, , i ,. 11 ___ - _:7� __- ____ i � __ 1 I . - = I i - -- _11 __- - I � ____----------- __- - - _ " \ ______ ­­ i------I_____ i______ : I � I v -- � . ! I - I I _0705FD I I PP � , I 1111 ­- , , , , /,,�­/ * .. ­/ ,,, _4,�111­11 .,��,,,,,.�,�,,,,,,,�""",��""", ...................I L�',� ,,ell ��1, , , �, -,,,,/ ��`,,,�, ","' PLOOR � , , , / \ EASINS i , I'll ,�," /4'' , 11 i __\ I .......�...,,�,, ." "-........ �,�11 2ND I i , � 009;:TH I"I­,11:�I __ - - --, _­ VOITR I ---------------.---------- -------- -_1----------------------- - _____.________----.--------_-- -_- .-­ , ""' � WK . . I i , , , ""' I , ,,, 11 1�Is",111111,1'_,"," I L", � 1� � I , � ­4 I-- / I � , \ < \ �,; ,,,, � % 11 ,, I � I�W, , " low- , - a , Inm jy.E"1Tr711714rrR7_rr1 I , PPITIFF v�q*r -_ L I I I I �,�,.-:::: !! I- N11",I �, 1. .T,4- 4 1�� � , .1 I ':." \�\\" �:, �Q, 7�,\,, , 1, , , I Q. 0 ' ' -: � �: � ",\+", *,, " � � ""' I 1 f�,, � ., �y ,�-,:',- , ',' I 11 I � '� , , ,�', , 1"I 1�! I �,�1, A W, �, � I , I &oo p ,"W '--,�::, '� I � �",� ,_ :1, ,�,,`, ,, ',� - : �, "`'-F-.. �-,� - i� , �,iZIT' �,11"01, 2 I , "', �7',�;, , 7 77077- / )I, ,"� , I I `PA"l-, , " ", ,, '�'��, ,e� , , ,P,� I T, 112 - � i, � "" "l,", y�':", � �',� ­ I I . ,�,_, � " ,W, , I . I - :, , -,�,.� :...11",'_11 �',Z�.",:o -`i,�'t, ��____ ""I" , I "I'll - - " n�� Q, �\\1 I � � -,W' PROJECT: , . _�,111 - , - � " , . " '', '' , ­�, .. .: nivisks, ,"�, , V ,,, : �Ii , . , ��'_', _ , " �_� ��,', ,, I L '' , , 1�1: ",,,"", , . , % �.7z" .i, "i f ��, ,,,� "'"' A"i".- _x�'­ 70,11-y 1 jwv " A, 'i ". .z , '.'�'t_ ;111!1,� - , �, _�,, " , 11 ":�� 1:', . 14, ,�.;�, 1� ,z I � � � , ," -,,,, . ,I, "/, ,, '11� \ ,� "\,"',k " " , 1, - 1� ­­\'11`1,1111�' ill J "I" , ,' ' �Z!,! _�\ "" \ ��, �,�." , I-, ,�_',\, , : �: ,. , 1 , 0111 R � I �, _,�`;�,�11": , , ,:,� , -- ,�', ,�', vy"M I 1,:�111 , 1,i7l ,�,, � , ", ,.�, ,�, _ '.", I", '; , �_ A ` , -,4 ;:":�_1 ,,�' �',�`� " 11 I W. ___ - � " , , � . �_,11 I� , ` "" , " , - . ' ' , � � , "WE"'111, I ��-,'_'��.� ��--`.,4�',�-:":, ,11'1x"_11,�11,�!`_ L , ", , �,z . �,, ,� 'ie , ­­ ;Zz'. _,. , � , ­'N", , � ,�?��:",� 10A � 1 1 ohv� "I -W i ­i:,L­ , " _ ,,, I _ - � ,I, 1j"C L ", �* i.� ., jli4.:,��. i : �! " ,�� , � ,,_ '' :-� ,�� " wz , , 4 ,',,'�,­';�, "� _,:�` I'll, - �%_ A v" , "A' , � " " ,�� :34mv 0 4,0�?��11,,�\:, ,������,\,\\",\�",;t"\�?,:",�� ,- - 'jy� jp� ,. , I . t�',�_, Nign 11-_ �,,�� ,:,.� '�.',�­� _ ",, -, ",� EXISTINC7 2 STOR71' , , . � , ",\ - o .."', 11 111i - _� , " hy 0. �"..� .. I , � , , ,� ,-. 'I .. � , 'R '. "',", . , " W - �;� #j , , . �, - -_'�, � : . _ ! ,�,�_; ,­ ,,­ ?� - ­ v ,,,�"\,I _'�,�O,��,�,L " 1�, ;.f�_),, I . -;1i`1 , -1 ",I! - "'�­,'�i, ,,,�­,i�-� I 1\1 ,�,� , ;. ��,' ' 'j, , I Z, H0105r= i,`�:""I,,',��:.��";_- . . �r_, AM*- "I 7�1 1 ; 1 A "N, A " kl\ , . �-.'. ,,'�, :�', '�, :��,_11�1"111., 'Ii 11 , _ '. �00"�"� 'j �11;1­.1-I,I� !e ,� I, '11\\1�, , ." , " .... .. ­LL � I in, gg*y! L oil Ify,xv, - , _� ­� Z%,�,_` :�,�, , , , " I ��C.11"I��,� .:,;, .A "A­�-r"t", �, ,�, _,�L ­,�'� �' r P�j"��",­""�­­ , " I , ,,T'-' tt4� , , � -�'-,',',,�,, -, - ;- , , � , , j- '� " . I ; , io'-'4�, ­'� --, ­_" . �1. I M ' y ' �� " Ak��, 1 - - ­11 I "I" I , ,­_ I , , , " - . �!�, .­�,"""_11- � ,, V���," � , To &Q-1 � 1­� , . '' " " "t '_'_�, _ ,1"z , � 7 , � '4 ' "'," , .. -r, ��,,�,��`11'11 11I.- ,. � " , ', W1 " \ ,'i, , dyk 6c, ,i z , �`* , ,,,,1J_,,, " � i , _ �,,,,��:_ ,";",�" ­,_. ' ' ­ " -,-I 1, , i. , ,��`.!�`;, I "r , , �__�: ", . ,;�" " ,�,`�"\"""', :. - � ' � 4 , -11,�1_11­ _ ,� " ,," I' "\\p '" 1, . , I �'��J-.,'�"Jn I _ � _� I , �� _"�_' '­',� ,A! ily qw- A I ' 'I , ' I g���k , . I , , ��_ ,­ '­_­�,, ,, , I ��,­ �, - ,_, \ ,, ,�": " ,�, ­�,k� - �� �,. � "­-I-r O)I ­7 'i-:,t�,�" '\, , �"' ­ , - "" , " , 'I'll, ,\\,,, , , ''I RENOVATION I :1`4z�r,�"4­,,,�, �, , `�, ,,�',','!",-�-�,,, , ,.. ,4.,\ "Y, � , , " ­ � ,4'C, , " vj ,-,' ,� I .'. _N1 00 11 �_I""1 '7 "". 111�,,'q , ,,, , : ,!?z i "" � -5 v , py ".".1'."- .� j,,," -", --, - , " -T :K yphl�� � , ,, ­ - �_r�;'_",",_.,,,,_, T, �, , ;�: "�"I",�� - , -* I , I � r 11�1'1�1�' 1�4, ," , - I�:!�,� , , "" , , / 1 i, ,"'' t�,,� 7`�I� ' ,e I r� - ��::" 6 � 1��, 4 , 'I., 11 " 111,11 -1. ,��` ,� ,,�mv, -1 Q�n"wn`M� 7" , , , , '!, , r �::�, 4 '� , " � .11,1111, .��:�'_, N 1� ­11.1" `f ,jl J��'-,'�',,��',,,�,,� - , ","��,,,',':.:-".� :,�',�"!',�,,"z- 11 " i- , �--�, �;,,,�.4�4 ,"�'Wf'��"i", �,,,�; ":", I ,t\1 V, , 1�\, 0 &Yin, I ',%V, j�T,Z"�� �"iI' l� i� . , 4 11 ,­ -", , . , , , - - , - - !, , ,\ , , ,�ai �, 1. -,q ��,'� _, I I�:_" ',!,,`,,� ,,, -��. , , . " ,," . ,�"�,� � ,_ ""�,��I'� , � � � t ,�:, 11 , -, , " ,, ,, "A """`,,,d,'ii­�,��,� " ,� ,',',��,. "I'll 1", \ �,,­, ", ' ' :�,�, �/ 1�1 , � 1­­, ZOITAS I ; , ,,,,,, , , ,_', ?. � ,,, 1� ��','�__. �,�`Thj: NIQ A A 0 x"jigwy ig � I "'. �_ � ,ii,�6,� �,�,j. � " % 300 -"`� , I &,�t\� - An , '.. ;4.,�-."­;.:",., -;,�Aj 7 1,�,'��, ')I;- ,, , -, �_�,,,­ �' � ' "��­ , ' ' "I'm R � � '(',' � ,,,,, ::: , '.� 7 ,,��' " , " \­­ , -, �,,,7,, "- " ,_ '� ' � " lg,,_ - � I . . .1�1 " ,­ - :" ­��4�­'��, ,�:",?,�� , 1W . , � - -,-,,,: __-`_� 1 , � � q�e'r,,,,­� �'i. U '�,�,: , ,,, , -,�:�, ,-1-,r,�,�:-,t�',,'-­, ­_,��:��,,�,� 1��' I " I , . -, - I 1_ �` �,,,� ,,,�,,' �' I NQM N _ _ - 1\ _`1 '' ,ii,,.,,��'­ I ­ , - ,iA1,_ - -i , `� ' 'in ", ,, ,� I �;,�­�, _.Ii` �,, , "�,, ',�',�,,'F, - _0,:,� ''I, , _' ,�,, I:NFI'1"1'11,4��11 11!�_, \\­ `­-"': -,�___, , ,�% J'�j' �,�'i�,'j r', ��,, ;,_­I'L�,imw­:,�4, -i­, Iii v. -, I 1, , - " \. � 1. :,� ­4 ',� , r I "' . ,-,9 �_ , I 41 `!,�\,� ,&,,,�"!� �_i,� ,,,, �, � A,' I'll ; 'I., " _� , " ,, ,, , ,,i ,� , _ N , . � li-,", I I 11 ,\11", ","' ­p ­� , \ " , � , , 'r �\ , I � 1 . " 'M, ,�_ , , - - ,--?­`:, �� 4�' 1 ­ `_­,�_ " �_"IL!' . 144P I'�- � ,,,� � ,7 _'-t . � ,. � 7 � i/., � � _ .�, ,� � z" � , 00,R r " , " I 11 ,�.""!,�:, "';,7 '.. , , ,� ,JtV Z-1,1v"" ,,�Zvov,f,,� P , �i Z' ���,r�,,i,p -".." , � � . - _', - ­ `11 , �, " , ., I \ - �­ - , , ­ - � �, - , �,� - -, ' ' , " , � � ... r, " , , ,�,� � , �,""r.",­'i,: \ ,,, � , ,_',��,�� 4 ,�:F"'. ', � ,� i mAys " '_ , , --,- ,;"A" ��,,-�,,-,'�- " ­ , - 1��.,O- !�,,,`,!�,t� , -,' � �z_ � _?, ,_, 1� , , , , " ,- "T_ �-_,, .," % � "�,�,,,, ,�,,�,,,,,�" '--r�--.,V ' "5"4,A"�,�- --------------___ ____ __- _ ----------- 11.�,��,i�I�,"j ,q - � , 1 .� yx� �­e ­�­ "Pirol : " '' , " ' �_,7. \1\0 - I'V, ,'_ wi "� , g, "� I " ,�, - ­­ ,I -i ,�. , � - ,;�_ I_C,� _�4 -, "I "I' 'n"";!Z1 1; `,"i, �* \\ ' ' I �,:�,;,���;_,'___ "I,,:Ill,:_1111',1�1, 1,�­ L - - '. ­ .11', , ­­ *A-�_­ ijz, "9,_4� ._ . ., ��;��>_v',��, t� � I L , , "i;,2.,15� , ,:" _t,�,,,��r, ,, ,4, z , ,�f, ". 7-lm ­t4v­ ,,, � . " I , . � , -"&-"--; ' ­:,:�_ I,.' . -1 ­ , , \�' ­l-,­ ot � . . , . , , 1, - 11 ill , 0510-00-00090NAn"', I , 1) I I , �4' 1� 1*.' Z�yvl , r , 'axwj+ " 01, '" - 1 �e ��, -.,,�,',',,,'�'.g,,4-', � , ' ' -4 ,',,,,� 11 .101�1.""'l-i" � " ,!k,:�,,-.,-�,-,,,-�.��'fi"��,� 11 �s ' ''. -, 1�� .,�i"� " "' ".?!� ,�­�,,��, ""� I . ,� ORIENT, N.Y. 11957 , " , ,,, , , - I'A�'"'� 0�1,1�1 � , �1,p_­ �11, - ,\ , ,t, , ,,'' j I I I 1,'A,,� , �:, ,.ti .�;i, "" ," , - I , �,,,�W--� �,,K",- , � � i�,,�w-j,,,- "' `�"' \ " L � 1, � ,f,.j�;.�', :,� "' ,[_�,�,!:�;� ,I - 1 'I'm r?V: I I 1�:"" -_,,, �:"1 1�10,-A K, I I ,�­"' ,,�,,,,"" , - I I ". . ,� " May N I . � "No; %- j,on" .1. -S I ­ , -",- _jv,"',�, I \ rT r. , 1�1 �-�,, .. , , �, , �-�';,',� :.: AWN .1 I I\ I �! 1;� on 1; ; 21" X -1 A — � �� '" ,""""' "'� ", xk""�,:-,,,,��^,,,3�,� W", - 1�I'll \"\ '. -�', -, , ,� ' ' �r ,�� , :i , ��, ,,­ '7� � ,�,jlpiv��,, , �,,� 4- �j� r� ­* . ," 4 ;, � , -- -- ,in.,�,��,� -,�. , � 5,�,� , "� - _�., , ,� i �,� " 11 no�A "� ", � " � �t I 1., - ` 5 t_ ;,�.5,�, - � �. � Q�0 , 1i � � � , � W eAL �`,E'_11111z';1,111�' !o - ,q " ,- "j$, `� L _�.' f '�, _t � h j _", gy-p 1 , , ,-1 1, �, -,, ,v. , .. _­­ �.,­­v �;( A, , , 11" , _��� ­ -�I_-,_,,�;,... .. , ,, . rh t � 431, 1 :�`�, , :���, 1_­_.­-Vot�lr '­ I"" ,"��:_ � ,., L , '2 P , , ":,�,,, �,,,.,,�1 '' ,�,, ' ' "'� I `"k4 ,i,��­""­_" � N vk , 1. ��_, , , V QQj! ,�q'l-7,-�� , " , ., , ,,, , '' KA 1 105?y is A i 0,�,--,,� ,�-�,.���-�,�-,�..-,,�,�,,,,'.��a-��',�'.7�,,,-,�",� ,ik - -`�,_ ��41� -'I', , , ,, , 1 4� I _":,�,�I��,.,, , ��," I , ,- I , , �� , . I -1,:,,\ "', , , , ���,��,".",i�.�,���,�ll,��:�'i I I 1­­4, ,,", ,_,*�,`i � ""I, 11_� �, fl,j, 01 1�rl Sh " "" ",,,� I A , , , , -�_4 7­�­�V I ; , ''..". 7 . , , ,� �'�� ,� , 11 , % ,I , I, , �,., � , , "T � _ , , a , I ,�o , I , � , , ,�', � � , � . , . � _ I. - I 'N ,�,;,t; 1�� '��,t,"1, , I ,. ,�, .�:,, \,_ � -, ,i� ,)��V,`_ , . , 1, 1�1,;,I I , � , , ,, , -,"', '41'��4 `z"6 , , , '. � �� �_ _-, � _',i - � ,1�1,4�T,�? t,��,; , 1 ,fl,,"':,\:'7 I " ,�-,'', � , �, _ - ", 'L , 1'1'�4- ,\,;"I I" " - -_,'�',"!j" '�'-,'­�,"�L�'._" ,� � '111'1,� , ,\ * I �. _ I - �, " ; ,, , , ___� M6 4 " "� ,�,��'� � I I I , I �, , , 1. v ,(�v - , I , � .0"4 Q � � liv,,�\ Tl�t -',,, �R.' �, -.f `�',,, � ' ' I'll � ; , , MIN, , � 'I'M ,1�:.", P� , "I.I !110�1'1 ��`,;�,' ;,.,i, � I�50jo, 1141", "i, # "I ,.',"': :, " , , , I o" '1�, ., ii.,�,��, .,;, -��,�"" 010 Y2011 a - 4i,,�,:" , I ,� ", ; � , , , ___� I % � :,;�7­ ,,,,, ;- ��.,,*�':, �� , t, I ,�&"7'',1 " "-�i:�I�� "', _1,1�_""".i i�.*;�,� 4 �j .. ,,,'.�� -11 " , �, �t " " ,�z - "� , " ,��',�*.�, " � ,, , " 4�� � , ,�,J, _,��, " � , -_: � , _� ,�"." �_ � , ,� ,. � � . ,�, � ,� '" �,, '� . � , � � I �, � '! , , , "�� , ., , ,;t�1174,t u ��- _. ��� \ nit ", ` ,k� � "! 1470 GRANDVIEW DRIVE � � . �, ., 6 1, . . "'.�,%,­�­ D. - _1� k, , "%� ­�_f- � " _ , �.z �1� I � , '., , 1��, d",�,4-",?."". 10 I�1'1 �* ,�,' .,:":,�, ��� � I , ,,,4i��'�����",l"-,�-,c�4��,'r,,,�,,�..,,�-,,,',,�,.-�',��,,'i.,�, E-,,,,,`�'­,� ,­��,i�.,k,4"�,J­�z �,',�-',� 1I`�i�,�'­."," ip��,',',,\,',�,::�,: �� ��, ;, , , "! 1, 1� - v C4, , . _-�','�,, " y�,5�, �,4v �... I I , .e , ,\, ��,, "W" .i��­�, ,� � I �� �', ";-,�, 't I . � _�,;_.,, ,� �,,; ,"'k �� ,-�� " , ,�, " ' - , , .;,;, ,I z 11 , " " `�' I �Ir_ ­�11��,:,_� ." 12,,,,,, I =QW! ,��,- ­ ,,,',,"��, �,,, � , 1�' �11 � _\,_�, �,,,�', I , , i -, , � ,11.1 1�I , ,\_ , __ I "�'r jf�" _ _ I In -_ . I q_._ I :, - . " -, :-. - � '' , \, _ , \_�,- X, � � I ''.�, ,20, -0�, " ",\ g'' �, :. ' 1\1\ `� . , , , � '� , - , �','I:", -,"!A:�, �_ i , ,� ,1 ", I 1_1\ ,�,�"" ',-, , C � 1 IWINA Q� j vj� %ve x,9 .1. .�"'i"-,'rl;'��-,:'e�,.-,���;,;",�,,� , ,�_ , �`�\ - -,.,,-, �� - ,__,, �,',��`�', �:,, ,"1:1�,i,, ,:i,, J,'7� \",,',­�,�,� ',�� ," - W _ __ - " i ;,;��tm'4111,�1,11.���,�,-.,�'�i�,!�� .��,�. 11:,,"',�o�,,-,�-,1�.�, I I s , - "�� i�,,,� . ��,. ..,� � ':::I',"'.�,Y,�',L­ ��­,7,," "I"l-,11 ,e`tl. � . " � ­­V � ,�,,,,,��:"�,,����,.',',�"",��4.",'�9 - - ­-, ---,�, 1�7114__i.4�ir - , 4 v , - I-, '11j,�'�_� I I , ,� ,�.,,,,�,, 11 I � ;Te"r 4 1*111 .,�� "t ,�'. .* 'I, ""' ,",",., r" `�,­�'. 4,,j�­­­_�i­ 0 'm 1�_ N51,1_1 L X , - �,�ji_�� % `�,`11 . " " 1 "' ,� , 1 ;k : , ,"", " 1,�,I ��;,, _�� '"'_4�1 , . , , , - � _ 11 '4 __'-�­7,4­�,hi,�,�,r, ,-,,, " � I \ ;, "���"."4,".";,� ,_.�� .,1 ,,W." �­j 46e� ,, .,' .L , ., :" _-1 , _'.4 - � 0-BO �� 'I,I" " , , E �,*.. I - I 1, ,�,;,I '. , ., ,� _�' ;, " , �. i;;;1.`11 , �111 , __ 1, ,.,�4.11x. Li�__)_ , � "; , 0- -%Um_�I ;I III, ,\ " � a . � � -, 771­ , _ ," ­ , - " '�, , , , *", "'Cl, ,� r, II ,� I"I IM1111 I � I ,a * 1'�; ,­11-k, � "'t,,,,,, . , , _ _r , , I I ,� I � , 11�11"-,�!,�,,- � I 11 _�"i 1, . ',�, . I , . shwas I'- \§N,I I - - ,� " ,I'_� ­'1­_­:_7 "j', �` F.( '-',""" ", ,,,1.::,��":,"`,\",q �ww" � --.------- --- - - -_ - ---------. -_ I 1.�,,,,,-�,;i,�4' - " ,,, " � , , ��, ,,4 ;,��: , _ �-��,�', _"'��_-""'.'- - �'7\ \"":',,,�"",- � ,�,�� " z,,,,,,.,;, I - - -` -��, -, , -g:�', _ - - , � ,,", � -,:-"', "r* �,, ,,,, ­Q1 ­ ,,s;1",r7,�',�4 �,,�'J-- :-, � ,� �tj� "'.," DRAWING TITLE: I ­ - � � , ,I ­­ . - _Av_-,rz��_��,'� , Q �, . , 7 , " va � �w ,!_', "'_'�­,�Aq"',!� , ' '; -, _-� "' ­ ., , , �q�� , �:-� , , I �:�,�*j ,�I��""�� ""�� m , m! TT ' . �, �j_,�,," � ,,� ',�"'"' r-,I 1�- 05, ell j"T"Idon, . Ang !�, - 01, v , , ,, ,�'! ,�; - -- of A ,___ - i 1�, - . _ " , �__, ,,\ �, _ , , " ­:" - _',� � , �,_�kl�,11: -;�,�,��"', . , � , ,� , "�, _0A thy" - , � 0 _" ��', :1�1'.�,4 � lt� ;� ?�k�, , - , � 6 , 4 , __ __ - - - ___ __ - __-__ - -11 - : , , I ON=A-,,"1 b �", � � 41�4 a ,7"­�. " - - , --`­-",­­ ,,, '' , ,"'' - I - - - __ ________ - I', JA coca-.,e,,,,�,,,,f�,,*,-,,lt7;����;,�,,-,_,.,Z,",, e',��­k - - ,�,;"--, -,��- _4�,,,,­, �- , "I, , �___ - ---- - ---.--- - _____ � :_ , ­4 �, p ,� . ,,, , "" ,� "`,A,� ,,,�v I I;,�i,;!�s�­,,A sk 'T �_t -� , , � ,:" , '' . , , "��::, , ., " -i - �,,,n44� ,1�_;�-";.� , �*,�,'':, ,., I � ,�� ,!Fgwt, � � '. _, , " �� "�� , .. , ,, r , , 7� , �,�mw, �v 1 1%'-! �,.�,�.' I ;A.,, &V,i"; .� , t, "', , , , , , , , , �f ,�4 . ., .� , " , ,� I�q,_�,," � ,�,�,r,�,��:,,, � zi�,,, , � I !"', � ��. , , . � _:���_ ", I ."":,w . , I 11 � ,�`, ,� -A, "i", ,\ T� ­1 �g 4f� , iq.,, . I , ,- �,- . , '' ­­,.� , -, ,�'S,I :�111111�1\\\ , ';, ­"�"I'r AMTKAW"IfAi .alq QJKK� , ,",_'..� .,.;" 41 11T."�51 ,I-Im 11� ,,,')Zr, .1 11,v ,, I , ", I �i'' ' ' "� �,O�,­;10A" ­­ ,���, " ", , � '' \" It;""­ ?, , � ­­ , I ��'­'� . 1 I �' �1, - ,, r, , , , , " �T 1. . T 1­00 - ,� 1 ..","��.i"r-.,�,--�1-15,�L."', , , ---,,,,*��,.�',t,'��,,-."�,;:", :t, .1 111`7�,',�'� �', ", i". I I . �­ ­ , , , -,, _ :,,,, " - , ,"'�, , ',�%� I .�! I 1.1; � I , , - ��'"*",, �'7"'� r ' -.1 ,;:."4 , - _ , , " 't" -�--:­,�\""",",*?4,',�'_, .-A IC - - , " , , � _,_� all ,'­�, . ) � I ' W 11"i jvok,ItA AA, W IV ; � 0 *Q ,� ! I. , �_ U, --�.e -.ei--,6",_,,�--,,,�o,',,�V' '4"­'�-, ,-'�-,�,�--� -""',I-;-, '�, ,4,'�j,lg��,',,", "',­! � �,, 1'."r,� �t, o - .... , 1 2-VQ�% � Ak 04,� _0�1�'� �,�"' �1��:� I , ,"."c�,,�__,,�,�,� , Q __ �', , '�� " , � - :_ 40 I .;tlll � , "M P 41 t , - , - , I, , I, � , � I, � , � , - � - - - --A - ____ 4.. :r� , ,*-,-,. I, ,"A , �%, .............. -�" �, ,_ � .,,%-��. , ��, ,,7.� � - � , l­W 41, - - � �� �, &,,F� Wig 1, W!� ,�", ,�. " ', � , , :,,� "i"6 � , I i, ;�,, - g ,;�,;�:�,,�'-�,��', ,,�", � "K I __ .:�,,,'� ,�i, ­_,N'4:�-, ,�,,� I ��i ,,�4,. � " � -- I I " �, Kni ---. ­ I a N e ,,.:� � -, __ _� i� - � 0, � , 7 1 � " 'I "­'�'�' , �; 1 y Colt N a � ,, ;�!, , ­�,,",�5:�-!,`k"�,' , ��.,�� . t ,, , _i". -�,��, , , ", r, , � I ., , ,z, : " , - ," ' ' � ,. ­11�1 ­,"t- oi .4 , t­_�',,_�­_ .. r, , , ` - �'X',,"I i;1�_,1�i .," .- - _ & - "9A - ""w" I \4�`� _14�,�,11,I "- , ,", - - .,'!1:-j��n��.'� �� .. _ �,C�,�, , � ,__ '': , I ­ ­Z�,,`­,� , ,,-,-, " � -1, ", �- -­ 1- - ` I I vy';��,14�47�' U_ . " , , . ­ � _� ' � ,�:',��4,nv,��,�:�,,P, _-,',��' -� - . ,I,", X, ... , " � , �, �� - '�,,, I I , 1 , - '- � It n_ - 1 .,.., . .. . , I, , , - -VON i`�,�,_,��rl'_-; �',,,�'"��',��,�,'��'---,�'�','�"':',��,,�, �',�4;z'�-.'�� ,_, , ': ,�"'k, z �,,'�4, .,,�`,�� , .e "\:",�!�, '1�1 ,> .�i� ,�; , . , �11 ,4 " , " , , :�� wwm` �14;jv .:`i; , �', .,k�� ! -z'U"�j Q ',,,�,e,-, ­- \\\ `\ , I'll : I, '�11'�,� ,� Az"-,�-�:"' " ;r-� , .l ,\� , " � ': - - ­- _____ % , -- ,,,* ­',�',,':,��, , , �,, , , --, , ,", � , ,:, � __ - - , __ GIT&01�11, i%,���,, ,�,�,,,,' 't,�,, I 1 14i*_�""'I�N,,�'� , * ". ,� : , PROJECT LOCATION & SCOPE , 4',� _W ,, , t, , \ X, a _ , ,; , 1 K� I 1, ,,,,," , , ." , , .,��j . , , _�� ., ;��, 's __ ,,,,,::�,, ,11"111111�, ' � :I :_',';Lr,'* "'k I I - 'RID 10 y . � - ft,is MIN 4 ,�_�N I I I I tj jgt�v i ��,­': � '. �,­, , ' I _�' � ,, ­ ­,'', _,�� 1 , 'r'�,� - -, �AI,11��1411;�_`,�� : ' ' , , " 4 I'll, I , - L ' ,- ".,I i,>, i ­c­ , - ­,�­, �_I`­,�* ,__­� �,`_ -��,, � " �� � " , I , I � , , _... , ft­­11;1 � " . 1_ , "I �, , ' � Or - � A K - "', "4��.-�� � �-,���F�,'I�I - ,ZIP� _', � ,-.F*­,-�,�,-4,,�, .�,,,�""",--,,�,;,����-,,��.�-,':-,,,�� " �*,'$.n `-`i , "k ­­, �,�,:�",, _�'. � ,'� - v, . ­ '.�,, " ,. � 1, � 4� I'll , '­ ," - -� I .-.'1'11__1,�1'_Ah_., 11 t` :�_�4 ,F." ",i�, , ,, , , � , -Ift lii�l , � , I ­ - "I" Z, I '' n', ".0 ":� 1. - __ I), �1�i . "" " ,i, -,, ��p:;,,,��2,11,��.4�.,.' ',,�.. - 1 -,- 7`�' �;��, :,1," ­,` - "I ,- ", , � ",_Q AW , �ew�", or-- -__4 NO. - 1, ' ' � I-,1 ,0, - ,i: f I , , , " '. "'�,i-, �-`�-��'�"., `�.­.;�F"� -"-"*-;�-_- - ".. � "- , ,­`­ ,,�,,, - ­ I , " - - ,:I�� o__�, �. , - , , � _�i,�;"., 1_&1-11 I I ;I-�� ,�', �;� �, "I 11_�_1'11",It�m� k,�_, 11 , - ", '", #'-­`�" .1" , , " ,:", ,,�',,� i, . ", ;.- " ,�V , , , ,,I_-,�,"'�"Izh Q� "I". C - ,�. . � , , V , X��g�,,� __11- I f�-,�,��il.,_`�fl_,,_*1'_-:'1-��, -, ,�,,J­�,J`, ,�f�­-�­ :i',,�'�Z , , ,, ,: - "_ QN0� ' 'I 4�114, �",I I , - _ � __ .�, , U, � gw ,'­,_ ,'Ie:.­�,,­)_ -P .""" '_�, .'4�" , �, � � �� , '? ..� �, , , ,, � . ' ' __ , �, ", � � � ,. ,P ��, � � , - ,:r_!�� ­1, ,�­ ,, -�, '" '�­_Qnpj -Ir ,, , , ��­­,,.t�,,I�, ,,',,,:`-C­�`��1-0,­ ----r� �,-.- -,','��-,,';'�,�-";', - ,�, ---- j,�, t " ., , ,�,,i�_� - ��, 1� ."\ " 4T " ,� W 0`1'1_1111.11�z­�� �, '1"*,�.,�,, u W -4,1 :1,: "..". �',��, ­:,!,� �, , .,il��_,I , ,­� " ,:- - i:, �, , , , - I- , �, ,;" :. :.' li""z k ,,�. �,� _'.�� ,� , 'i ,, � ,IIg _ , � I I ­ __ ,��. �'� . �W. , , ;�_V,,sy,;00, IT j" Klk Z � .11. : knov ,,,�, - � _ r!; , - ,� ,t%t �` SITE PLAN & ZONING DATA ­ ,4 - -wit , V. A- Av'" , , _ , , _ __ 1611 _SAWAY." . \� , � - I ',!�t suAWK: ,, _4 .'' "'r ,_ ; I I - _____ ____ \ ____- � ,, ,,,��'f 1 '�­� 5 .7._. " . - , `, �,Z>!�,`-,�,� _�., ��, ,,�5�,; "', .�, ' ' `,�' - - ­ ,Qgj4­ * Te ,11041n ."v v"51 gy ­ � , I n ,-:, I �;" , �, - - , Z, '­,t11:`, ­ ,gr,,�"-,,,,k,,\,\,�:"" , f&A" " , �v 1�4�"'':"',�11 �_ ­-, 1, - �� -�,"',",' '�`,� " I A sag I - , YVY� ;jjQQ:t, 11,� �,� - 1. 1'$�_,�, �, , _� ,,.;�, ,- � , �:�� �0,x j , _. '­�� C",1 Ito - ____ ____ % - �, 1 �'._�,l ,�,' x I --- , I _ �, ., ,_-, �1111�\ : � ,,�,:­ ��- ;.'A;�,,_,�,�"ip� '7""'."�1'. ge­ " , - " - �- :­'t ,\",�.� I __­ ?,Q! 01 , ­:" F.,l�_'l 'Z J� �,*�,� ,�, I :�, "4IL, ��- �:� , : i.� " " ,:� , _� , , - ,�z ­i """l-, L � � �� L:, , j v , "vis�,,�Z,:,��_ , "> Al�, � 11 - ,� 4=1 ,� , - I Vl_.,Z�11,`,�­ - - � �_?�, 4�i1r , ,; �-" : A " 111 . __ - _. ". , ", " �:""�, r ,.,��',�'.��,�,,. I:, Q flij is A q �". �, �,,"'4����--,.,,,�,-O�,�t-�;f,��',- �,�"!"­,1,-z.��, it- 40,a - my - , _____ ­_ , qTAQ1 37, : 11, 1,11", 1, , - , , 1 - , ­-, 41, �,r',,"" � " ," K�1� 1� � ��,,, __ - ,�,�," �,�',-,�_��;�,�� ­,��­' "o ""I �� Z_':�,t' -e',j , ' � ��"-:� ,'I , __, -, _"� �,�111�'� r 1, -�, ,;"-",."11-.e_­ VA" - ,Ix� , ­ - " 11 " , WIN . - " __­ '_��, "":&,R,, , * - �� - " "�1,e A. 7 #1­1 ; ''�;,�, 11, . �­ ".�" �_�'�1,1�,­­�."".� ­, � '�` - ­, `r" -: -­��-j-,�,�4,1_ I . - ,,,, �­ ,:� �� ". - �� ,_ " A r , ___ "" ,'r, ", "W%A . , , , :, . , , ____ 13 - , z . "', , �1�?j Tky .. .,Kay' ,���V ,�Cj '"' � ".r �"�"'�, �� " . , - ,�.. ____ ___ W,,"�!N-%,!� , .v �"�':' �`"'L ` �,, L, �� : ,��'. , �,:,`�,:­��,,�,-,�--,' - -_ ?Iwo �, �:,L", 1�_ e�­ ,_�­,�­: ,�,:, ,1�1 , ism q . I �____ _____ - __ _ \ , , ,� .1 I , 1.1 4 -::� " ____ - ------ i-A� " _ , . �, �",_ ;, q v ��,:_r � _ I 1i I- ", L� '_ r",,t'.' - - ," .�­q'­':,__,_r,, � N T!"OY&I � � - -I N� ,�-�'j�,,,,---." !i` ", ,_''' . -- 4, ov_ ��- x it . " "I �-1�-V�­"1.10_1_�7,_;?7i,�,el �'!- F',��,;,�,'�,,,-',�,-,�Mj- ,­_­ I 1� �'r,­,' I .1- f __ , - -� ;',���_�"Ot�,�7�_ . ""W " 1 W 1 ­ .4 1, � ,_ , � - �� � , ___-______ -- - A ,­ kv,�;'­" ­ -e - , yIl " , , '�:1 , - X71 'L L - xT "j, 5� , ,�,, """", ,- , , , , ". - , --,7, 1 ' ,­1­�"11, ", �,4t��';it, _,�� ­111?_�, __ �, --;�z- , ;,� ­_�4,�,-!-i 'r � '_�_;�",;.j"Wl_�L :-I,"-I_� __�&_�-�,,�',i.,��, , 1-1 , - . " - ��'r , . _,­',_: . AT" , � , '� �,'�! ,'. � " � "�_ - ­ ­1� M -411 21 ,�, �_�"�',�,;", ,'�!� z D 0 ­ �,&' , q "i, �I_- ,A�,�'N. _��,��,��,�-,�,,�,!Ritt��, , -, �. �,.�,�­��:�A.� -,�._�t�, �4 , ,I�,�� "ie �, � F il I ��?�,�, ,,, ­T� , �,7��,*-",��-,,,-�,�:"���--�'�� ' . , , � . - $V, -a '" - � 1INKA b"i A 1 .j ;�,�,g 1", 'vtw,`.�'io 111;:IJ 1_��-'�i.�, ,�'��;�, I ", . � , , , , ,:- ", PAGE: , ': � , jl'�­�'� r, , � " - ,:,,­� ', ", - "" '' � __ - :i� ,�,11111 . Qj 1414 Mn 1 , 0 AO I n ,.��,4vL�,,',�'k�,,�,,��f���-�'t ','� �!:, ��',' '�,�VIA", � "sWQQ - �F_ �" ,,,,. f I TA_ -q . N -,��"� , ­"_,;�'. � g�%�, � .-"I - i'�, -,-"T"�,-�,,�',�,,,�r.,,,�'�,--���l.�,-f,� .",�-'��-.�,: , �--,�,�,�, �,-7 ___ I ,`_ A.�4�:i,���""�, ,`.��14 K� " �\111"\ 1 - �­ - -, t, - _ I �?�'n'�, , , -, W �, .".", -',� .-, , i�!�,�, , .. --1 __ 6 ___ % '' m � , � ,,, -� , � ­�k,-1 ,''. �._­ ,�,- ,�', . - _. !!'.,I- �­�' , , , , WKI ,_1 �_ , , Z..� � k 0,41". ,,i­,�­ " I - - �, " L ­I I ".. I , ;4 ,� .,�t,'��,�.­ 4,,`:;"z-­, in __ _ _ , , ____ . . " �Ae� 4 1. ,­4,,,!,�..',��,�":�',:,,,, , ,1 a i1o, " ,,,",,,�'e"�i,"L'� , " tons� rito I 1� - 1, ­ . ", � " , -,- - 11MV vvy K" 11 A ___ -------- ____ -- - - \ - - ___ III ­ -xwv � � ��i��,,,,�'- ;­��""_ ,� � �, z'§-'-,,',�­ � ­�­�­:�f`�', ,,, "., .. �� , , , , � 'MI I WX k,vt:i,�,:i�!' V �, , "", . Q� 1 %��_K r",Q� ,so, -41 �CV_21 5, -­","'��:� ­ , , v "S. L rTv ".� ��--�,,,.....�_�*,,��,,i,"�,,,�,,-� '.,�, . _,,_ , ,�!� ,�!� ,�!�� ,�!��01 ��7 ,�!���','. ,�!���' j ,�!���' j ,�!���' j �, 1,�,,�!7,i,�,��,:!�,,�� ,�!��� ,�!��� , 11 11 !,1W I A AW-,I-.1_",� ,,, ,,�I4,�- -, " � 1,�,Z�,�� �jFl_'\.�, ��,��,`�I -�, .� _'� "�' - � ., ',,��,' �";, - _:�, , "' ME- ��%4---�;L',��*��,-, �,�.",,L-_ _T'��,,­f,.:,"�,'_""� '_.�, ' - �,, ­M­ , ,�a , '. A AM, �, � I r -1 17;-,�:, , 'p-Q- � Z ,� , _ �P_' -,,, ' ", - . , ,1�1,� ,'' I., !1�1,1��;­",I .1-; wo .-A , � � ,�._ �,�­­ I , '';'. "�, - " - �`,,, � 'i,�ml.�,�' , , , ­:, ,,, , , - , - "� - - , - -"4% - , I -3� - � __ - W� , , , -" 11 �i�­ � 1�I .,� f- , � - � _1_111,�-,: �,�'.,';,,i ,e - , �� �-,,��; '. . :�t��- �,.'-�:��",-:��,-_,-, " -;��,� ,, � � : , - I - , �'��.�," , ,"gl'�� I , -_,�FF`,,�:,`4 , . �, _�� , , ;.��,�, - - - -, Qvv.- .z .k , ;�, �,�,�,,�,��,,,��,L �, , 1, ` ;� - T � .� I, - - ��_ ,"�'I­� Z �� - ,_ - � , � ___ , ,:z I , ,� ,!',,:"N�,�Q�,�. ,�','7`� 1�,11 "I71"­..;��,, I: �;" I 'i:1 , , I I " e ,"; L��, - ____ , �',,,,I­1.�,�, - 1­1 .7,4,A­ "jQ , z"if , 0 v, ,n> �""'i -� I "'Y ,,-�,, "'T�, " �:, i'. , �� �, iz �;� I -no ys�� �,�% 2��::I�'_ JO . -, 1 1 �j 4 I � , I, , 'I I �,�,�,�� , , ,�r - . ' �,�,q __" , " - ,-_ ,- ,, 14 1".1, I .. i. . 1� " � , ­'i, ­�,�-�� , ,_, , , , -,` ,� - ii��" I whi, -- ww"I � . �"W. � y"i A "A -, i 1" , , ; , ;t(,,­ , 1 , , ,�_ , L _�, �_ , ��,­�r, " - -i� _1i`_'1' ,, 4:�- _ "' -, , -, , � ;, � T � � -,,- -, F i I 1. � , � -,-. � I - ,, � ­ - AN . �,) . - � �,, ; �, M � , Q "�,',,:12 ,.,i�,,,,,i��­, ,`� �,-�!'i Z , - - , - .. I I -�:�­,i;.�,� �,- "Q fl�� I ". i, ""'t" ­,�,� ��'_- -�� t _,� Z_ ,r��, ��1�� , ,� w � ". :�. : '­"� ��` � I .1 '��J_"4r � ' , . ,�� ._�I .13' D , x - -j ii tf ., 11 111- �, , '. �:`� , � - "44,�:i,�",n �',, , , I . V 161 , " SQ0, , L : ,' -,I ,�-­, ; ,�11.�, � . .... -:1.4��, ,,,,�'4� ,,� , �" ,,L" " - , ,;li,� " I � , , I w1v .64126P"'Ll, ­ 'i r _ , , -- `��- ." � _L,;, ,"�et,;,,�.,,-�," "I It, -76N ,':`,,,," , ,_ - -�--V �z,-,�,��,11',-,� -QT ' , - NQ�vh , , ' ' ��,�,�Y. , 1 . 1_�-_­I �� -." , _-- IMW ", v V y - ,I, ,�"V,II�',';�,.'�'­! I ,I I ­­-,�,�,r,!F _ -1 �- ���t, i_�t;,! `�-,�,,�- ; -. - ­- ,�� I -- ,- AM 0.I, - . n i��_`. , - . , A, ': � , . *1`1, "�' - *' WA A, a "it: My , , !,�,�,il ­_ *,.��,;��',��',,�,.:.o� :,., _,,� , _ ,_Ww to ,� �,-�,,',I,,A, -,�,�, 4'���,'+4'�-��,,g ,�,F; ,� , "��", -:,-"�,I, 'i�- N lk I - - - % - K A 5� 1 , I'� ," , Z . - __ I*- jh "�� ,j , ­_-- ____ ------- - ­ " , " " ,�"" � 'r , :���,�,�1," � , ,-�, .�,� ,:,� , �,�,��v � " !� ,�� � I I ,, ,� , ,�:, AS , I � (I , , ";:�', - , "" ,��, , :,�_ . .� u1s; 1 , - - __ - I " " , 1, �� , .� . 01,11.4; , , , . __ _ 001A 1 1-110,,!�,,��4-_� - , ._­_ , �!�,,­� " W 0, , I, I KA v NUMN ",��,?':�,,_*4�:_­ 1;�4 �`7w­-" _�,­�, 'j�l�,,��, -"' ' ' ',�:­,��, V__________ ____ - \ - ­ ",�� , -::" , , j­4 ­­­ "� G-0 0 ol.. ON" 0 - " ry I _ 11­ ��,-,!��',�P�,�4�,",�,�� �� - :7 " *' ­­p' ' . ." ­ " , � va fw"K'­'*.�., , _ ,�r,,. ,I �,,�' ,_"'.�11��', ­ - . , ' ' , _ ;�,�', ­ _,"Z",""I",, _,,, , f 2 J:�*:_'" ", 7_ 4K­ ` 111�-­_ L'�,� t I 11-1 1;, r , - �Qrl­, ' - ��Z_ , O's M11 KAR, Ky v& 'I," _,7 ._�,�whasys "��!"V A, 'NAMIA www" i;i­4)\� ,1,.,�ir� 1 , � t�, , ''W1 I ,�Q ,S ­� 4, ­ - - Qt ' jj 17�L n; . _ , " �o' _­- ,; � - '.� 'r � Q, 12 i ", `-, " ", *� , �. i"', ,r�­ � � �­�',� :��,�,��v,_ __. _ _ " _ - " , I ­ ' ' �� 1� -A v"I'". n�"-- . � '' _Ww� , 1� , , -� '� ,� ` . _ ��, -7 -, ­�-7��, ,� `�',�,---�-I, ­;�,­, ,i�4, I � , . �� ��:�' 2�_, , , _. ;,� , "L ­f:-�-,�� _ ", ' ' " , , I ) " "'; 1,�,,?,1"� '­ �­ . '4,,�','�,��,;��:KQQ,'­� 1, � 1, , � _ �, .,,,,,,� r; , - , - I - - % �_r- ,,, , !,�',%'�,',' ­ , , �, � .1, 'o, � I � , , " , , I�, � , , . , , ,,�L�, � 6, , �., .� - I , ,._.�, �,,��­ ," �., ­ � , ,V- . 'V�-��, X;4" � STAo ,�, "� � t ,, , � , '],, r 1- ,, ,_" ,, i,',�':,�,-g ,� ­-Y ,&­ 1 I 1,.1 -- , 1� . ,q " 7",�',�i, i, " . I, _,-,;L_,'5­r,",:,, ,._" ��>',­r,I;S�i "�,, , . I - 'L��,�� , ; - - - I, !" �.� ;�� ­1\1""�, 1; I',- .1 ,. .;�­i;�_, ,�, 1 It". 1 '_5 ��",�,kj 'I" - - o��� I , , �, "'.", , �1, - -­ ��; ,"I , , , " �'; , "' ' - , � _ 'r , �, "."*",:-",--:"":����--,�,��, .�1, 11-1 ',-:A , , � �0 ., ;j,'! �"'��`,,� I:,., , 'A� - I� i:�:�',r '� '^,�",�- , ; -� , ;,,",��-,�.;,�' 1'�,,"'__,_",­S�'�"',�,r __"",A ,,-�:,i� , ,1_ .7,�_._,-, , - I "'. 'il 'f ill 0 �� W ,� �L , " ""I , ", ,,�,�,�iI,, .. . , ik� I ;1�1",�' % I � ':�: ��­��1, , ; 11 ., ..r�� �� . ,: , - -_,,��,w C,P�4§, ,�j� � ", _'j , �"�, , , -_ -­ ��, ------- . , , � !`,4�4, :`z, ,�i�i"�"tFl ,�., . ,. � . , � , , &I I'�.",,:, '' , , �1_ 11 _;� :"__�, ,�-, __---.-- " - ��, - , , , . , � A ,",. ,, �,�� ,,,,", , , ----------- ,0 R 9 I em� 1,1��, �, il;�� h,,�.,','f jp��1 "% ,-*,�, � 'I ,,r��"� 1�,'' " -E " ` . - - I 1W `" 4, I",:,- r � ��,� _ " .� _ , ­1, - , _, , _ _� _. - , , � . I � �,� -;.,,-� �v���_ -,,-,�,� ��,:,,,, � , , ,i ��"- , . , � �z i _ _ , ",, ��, � ��4 ,- " I ­ ,�.`�, ': ,�,11%,N � ;,p NO - , � , � � - ...,_',�, - , -- I F - _ -, ,��! �., � , , 4,�� T 16�w� "n- - . " ' 11" , ���,R, ; f� ��.�1'1��j"­�jl ,,�� � �' � � , -, , * �,t'��, ,g��fr'.I ,_�;:�3�41_,-,i"4�_111,.. _� -�Wx.yo,� ;, -, , ,o ,�� - " , . ,� ,., , , , , �, v" ,� , �,� �� - _ - . �," , ,, . -\_L------------------6--- ___� �;"11-:�7':'�s:,1,z,�; ,1�. " ,,1 � , _ , , I .- - , � , . 'r , A, ,'", :,,,,r,',r, r , - � " 1, -, , `i�,� t,--,,-.,� , � , ­,, , �� , I.,",� . 17- '' L ,-, r � - '11��',"`"�' �;,��'".�I 1'�-4 0 i Q � �x - � - -, v. , " 1�1 . , _�:;� !L",,,,�",,�:�,� I � � , ,, Q§0AW Ws I ,4 a 4," I ,. 01!1��"," � � � - ,_ �,1, , : . 1 A A � 12 , , " - �,Wynsj �, , �M! �1007akj 'q-, I, 7" ", � "� a g � ",!�,i� ," ,r ,,.�, �,: � . ,.�j L�'. . , :, � � I -,�1�'I '� , , � I � , _kr, 1, I - I , ,-:*a � - N � �* �­­ � - _ -, =�- v, I , � 1 , I " �� _'.� .",,'''r _';:'� ,,��,,,�,�,�,'��.,�� _� 0*1 h. not 1 7 a-7 yv`� W ; �I 110 ,��,� , . I � I - _�J.Iti�_,�� ., ,� - , - 1112110 T " � - Q-q ­ "L��'��'­' �, 'I , . Z.i. ­ ,� I I�' ­ ,-" , ­ , -1�1'.� '. � A, , � !_i��, 1,,A: , , "aid 2�AL - 5 : VA.- �V, 10"N . . , 11, , 11 � . .R� ��",r":-�-,"-"��1,11,�,,,���;:-�-',i,�--"4� _:t:,�,�,- - �;�,,�"� - � I � if "N : 11 .. , '' ,�:,� ­ , , &', I I 1�.14� W 0 A I �1 � n I *- , Mao 1 " 1 , -!_ , _ , -,�-, '- '' ` _�11 , '-I_� :111f 06-'j n,Q _ W, ­ . ; , ,,� ,,,�, .; L " I , 1. I � �,!`, ,� 1 ,,,�, I'.,4�w';:i'�,,,., -��,1':_�11"",1%14:Z' 11,�,�_11,"�'_-:;.,�4�;�,,,`�, � , � � ,,�, '. -m . � .�:,� i , , - , _�� 1, " ME­'�,�­,N�,,� �,,­�,,� o1i".4.1"I�?,IiI "'r-':�,`-4, ,z ., i I iv ,-,,, , "1 v,l,�I j>1, ",.A , 1 j : ,, , �n, ,"11 V54 vs �TAT " ��, , , ,( y ��',, .�I�, �MQM- , -f ,� " " , �_:,' :,�Vt,:"� . - __,,,� " "' � , - -41 " 1;�-: z-,�-I'�:,��,..--,�.*�,-,-e�,,�_,,,�,,!", DATE: Q/4/21 , _ " ""*'�',�j ­!t�;' , I� ,�_ , ," � ,�guqvvWn*jK', , � " , 1; �­,Z­� '­�� ,,, - Use W 1 ,:,1", *124N '",, � � � � I 'll. 1, � ,U 0 R A N D V I E N L7) R I V E 1,11 , �­ , " , ,A�4- , -1� ., "V1 - 1� , _', _ , ,,��,� ", - , , , _ � ­�4,� L ' ,­��- I OF 13 `:, " "' ...,';,s-, , ,�j , . - !", ­­ , , "- "I ' ' , . , �1, "" _ , ,� e �r - " �-� " �o 'nil o"Is ,- , __,, , ��_ - of ,�� - - ; , , -, -, , ­�,, , , " '..;:,,,�,, ,,-,� ,- `�' ' , 1"_', _ 4, - �� 4�ng I "0z I ,� ;�' �1, '��'L ',`�' N .,� , , .0 ,, - &I ,� ,"I"k, fi;�j ,_��,.:I . - ,I - r 1;� 'e� ,,,�,_:r;,�',v� ",�, ,�,�. �,­ %_'=­ !11.�4 � __ 1 _17�'," __,�, 1�I I" 11,� �_T k, I , ­ ­ ­-­' � , , --y , Q, ��; I_- - I � � �­­, I -"-- 'I " ' '� `� Q_ ___ _ ,�*­_­,,,�--,"':,,,-,, -A , F -- " " � , � ,�­�­,'7,�,W,�,_'i Q " ��,� , �; , ,� � 'i, '_ , �, , "I� I �,� ;1 I�, *I .1 I,;,e I , , " ,4 I � , �",�., . I "I- f 4u," , A� , v­ V V :!a , ,; ,,,.',',�,"Qh 7.046', N Al - - _________________ - __ __ --------. - ---------------- - ------.----__ ______-----------------___ ­ �J�L' i, I 11 '' Cr " K�q -------------_ , - . �". , .q,,-w m� ­ 1 , . �1� 1, �� "��""'-"i�'r��""",��';��"".�'.",:.": a ­ ` - , T, _�,, "� ,4��', 1 ? jl�"� � . ,%'. a� P'�: -�Vvx' , � _i�hL � � "; -." ,�1 ,in, - _ ___, ,.',L��. � , - ,�,,-� ,,,,", ,*,I��, � �_� ,,���:, , '�-, .,� ,��,�i 4V'­�,'�'4,,, , � il,­,­_.I� __ - -_____---------____ 51 11 I "Allst A- IN I A -4 I I , 0jr, I ,,,, 1, __. ­ -%-I ',- o, v W , � - , T�­ "W'. t�:,�_"' "­�',,__;.�'r!,':': r'. I �j o7� a T' , ,��."� '-N ,I i�"" 1�.-'�'­,,__ R ' '" ­ --I Ro� "OKiw-TAW; W .�= . :��'�L�'�ll'�,",�l�"1"1""�",� `�_�, - �, ,'��-,,�'r _L_ r , ­� �,41 , i�j ��,_,!""', � &" Q­ 11 * . � I , Q,v- jv�, vy � I v, -',�, , '' ­,,,,-,,, ­_ , ,�;�%V,� ' '�.­'�� � . ,��, "Z: _,� , ,5 _;_,�,:, �_�'�: ,"��'��� - � . � If" W No 11 ' ' ,, '.0- . , !j4t4�'AA -� " %_�," L:�!P Q15f X_ --- ­." "1'�,:' � - , ,� �--;-"�.�,,�,,�%,��,,7.,�;' .L"s , ,q, " -",­1� X 4� ­_:, - , -! v ' I '1�,,� - ,_ �'�','� -,;', , ,�,It�:',, �',�� ' ' I "i�­�'� L!:� � " � ,,� I 4�'f�l,,"" -; - ,� a- R. , I "T -, . 401yes `K ­ "WAST 3"i.. .. .. A .", ­ �'� , -17t,�.,�I 11,,,, �,,­_ " 'V � "",4.1,� �_. " 4 -W',�` . I i; ��; of - , �,:A 1 ",�;- -i,�,--" . ,, " " �. , i2u*�",-�?kj�,-,, ,��.,,,,, ­i ; , "'l-vi I-, ,Z, , -1 on' v I` -0 , 4 ,',�.'r�,i�,L, , "","fa 1�y,, ,�,��, I ' -, ""i­ -1 - I ,�� .; - � ��, - 1',:­ � , " 14 , X t . I I ,� "X:' � 1" ,-"- , Z" b-p�, ,,- &I -, . �11�1 , � ,�g � ­�Q 1-u, ' o - , ;,�,�',',;V' a a � , -���,!� '""All � � , �_,� " I . _10� ��� .1 lli'11!� - -��_ Q­ ­1-M, 4 . ,1,�7� , , ", ,�,, -"11�-��4�'i""" ,,�,i ,,�:*�',�; "'. 0 �r 7 Q; ,417 ",":" __ . -00, I �,, ,"AM; I .1 1 y* - � , rl= h - ,gy �Oggv�pq 0. -A. - ,-��-4"­��',,,'�-.', , q; , - , ni'l " * I r ,�.,-.-A v,!,�� ,�� _'�, 11, 04 - " _ I - :1, �,q, '_�­� 1141n . - ­ �11 .,��, .0 A; A , �7 1 1 Aps ALI on,,21"go, Qv "I '�111 - , " " ,�- .�,- --- hy 11" ,,_,_�t.�i::i.�,�.,, -1. � ,:v �w 1.1 IS, 0 " ,4%11. , �Q � am YX I S . & I , - �: _ � "'Ir I I I "1 . I ,,,,,q 0 P- ,-�1� ,wz��W 11 � 1,��,,;�._ � " 41MIn 111jagv ,,�,� 1. ,v 1W "S � T a. A 11 ��,"�� , - I A�111-�. I '. �4,k 1 1 " ,-1 vu 41. .. .yv " .� " ,;�, , �,::;';'�"",� �'.�, - ­ ;� '' , - , -_�""z',;,:,j, , , I. '�­ � :�y _A'-`,��:,�,I_ 1�e,R'_­�­ 1 . I I ­ �:4`1,�:_,�: al. .. ., � -� -�­, "'. �, I r� . - 4 ­ . ��­'­­ ��,�",jp� "\uQ, , .�,,�', 11 - , , �010 N I Al .11 .1 I I �1, ''I"t,��', ,, , �, � , , , , , ' v I n� " ' ' , :L 'j�r , .� I I ­ ­ I , � -- , ­': I v -, -,;��,I�L,,',-�: 1 ", ,-� ,jdq�� ,,,i,"�_'L�".1 _aunqmav, I�,��--1�'�?_`_tl` �-,'_�';�.,11, _il�. "', ��.`�"""�&P,,-4,"',-, -,:,�,I: I i'. "'". .,.-1;, I ,��,,�,�, ,���,,�,,�, - ­ � ""���,,�,,� , ,_I,�, 4, �,�"*r-�,�,� ? ;so Ems 11 ',' *'�" ,_' �`­�'­, ­"1,)�,'­­; "_�"­jd - I -, 1101 , : A lv�v 9 , - ,I ��---I,,3,, DI N.-, ". 'Al:g, I � -'j''L :,,�,,�-,­�­ ,�,;, �� , '�� /­"�- --­L . , ;��4 ,��-:-",�,�;:',,-'.� .r-.7�r ' .','�',�.-,,"-":-�:,��,',',;i:, ,,,,,., - _!�',� � , � ��,, , , Tim! Flo 4 ."'r , 1 �i- - M�� I., , I �_j v 1�y NMI,je f now 1%,lip t�,!, 1k � , , ,., - 1, 11 1. c. .. 1, Mr "I ' ' I I-,-lii, III, "' - - , r "; ,_" , -I-- - - � , ��..", c�l* 1" - "'" .__q gn " � jvj_n4Agpq r --,- - M , W � �"";�', 115 ,` " ��: I" "�',1. _ , . �' C I /111. ­ . ,f",;�. ­,�,­,',,'­­ " _ 1,4160, ;_ L'��n,.,I �,A, ,�" , � ­ I Y& � v_- 1.-- - �� 4 ",,,�, -, TWI, - look :, , aQ, �,,��,, ,,�,,'�, , ,, �i , � 0,1 , to - rogg ­­ " ' - JV -,. QI , 74�.,��,?r"�,n 0 v jm;�-i 0 _ \ ,,, I Awn , ', .M = 1 ,4 a, q � � � " 1��.�­:��,i', '� , �, _P"L, . �� "":f:4;,4_"� ", ,1� ­ ,� �­� 'o'l"�,­I'L� - , , Q j 0 ,�.?' 1, 1�1'­I ", ;",., . ­ jW1,1 I Wo . Anvy 1 W '4"15, 50 , �*06. .:, .� � j; ,� - j� ,7 . , , 'k­ . I. � 4 , -,t,��!,, - " ,;!,1,:�,�, _�,,"' ­,:-:�-:, ­I ,�,�_":�'�,-"'-,!�-,,, ,,�-�,:­_�, �"r " ,,,,-,� 4�41�_ ",, �, 'J�� s, ,+� j,W�. �a, ,. - :, i .' " A ,� �":-�'�,, �,�',�,: r ,�, , ,�,,�,4 ,­,�',� . ��r��14, _-­�­­' _ .�, �,�; ", ,`,'�'�, , , , � �,� :-'", '' � ,i I , ,� , , :;�, , :,��,.:;���,"_ , , - - \ "��o _ � , � �<,.-6 -,­�` � AQ ,� �A A A , , ,..,- � ,� - � - .. �,��-,�__15.� � �,.,.��1,11111 ,',,7_'':�),!',� ", -,,5f WN 0 CA . �� %,_. , " , I _­ I �� ��,�_:�'--'� �"�:'�'�"�i" '�_"��"'7-`;�".�'�, 'L ' �. , ._ � '' , - t . r� ,�_ '" z 04M .. ii,,__ .,, ', �, 'L 4"Iz,� ""i �",�';___., �," ':�,I,1�1 r. r i -�, - ,� :" I" , :,,.� 'i :,,�, - �. ,� - I I I �: " ��, ," - �,�. �t� "I" � , _' _L.1 I ; , -1 �, ,1;'14_�,,2,�r,,� ", � e '-f,�,, 1'1� ,,, " -- , , I _11-1 VAR - On�'j t­,, ­1 ,i 1,11 ,, ,Z'--" -- -.,*:,,, �,_�,'�:��_`�:�'-,, _ _, I , 1� � , �-, �o�PN- -1 -:'I--., � . ,�� q v--". " �M zo III, fumc i�,., , I ,,�,,- (,�,,'/,',�� � - i.I ,- -11­�,,� � , , ,i � ��, _,� ­,,P­5n%�� ".,j"';�. r"',-,.�.��',"�",�,,-,�,�-��: I , �,,"_A -� �4A"�, . ,, . z- � , � -_ , I I" I ,� "�� f m IF- 1 ,-Wyu I � " _. 1- Al",I ;, ,r"",, ,,,, Lj�,,, i'11­,wv­­ A , - ""N,114"v , � ,�� ­�_ ',�' , � � , - E W,I �,A.Q A I my "�% - "-1 , a " ,r� y� - ."JR ties, "q.to 15% , , � , ,1 y 4 ", It �T',�., " I LTWO ." . I, Vv , " , 01�,, Z 'r", ;or A� 4 __ . 0h, 'n q 0011"& flat _11`1", - " � - V� 11 ­� "."". " � , � ::1��';,,4":d-Av, - ',� ,��, jimov:4 A,�. � I � 1, " . ., " ., FULL SITE PLAN �", ,, 1�1 A -11, ;Q I " I IV 1y; 1: fm 4 � �r, 41k , e- � "I"�1 I ., -�,,­ , 7 ­f­ p,� "in" - , � _-,�' ,� ' ) - - ��_:, " ` 71 vz&"zjQxj;?jy� ,g nn ,k, I Qu 4� .w�y , � , _" .,':;",�,�.-.,Nv':"',�,- � .:'' - "i ­ - - , ,L.� - � '; � � '.� e , ; Q%A1410550.A -. 1 Wiy a to 7 My " - � I "I I I vu Ell lr4 L r, ­ it '."I" _� �,"":��L'Xj��.`_�""`:' � , I _',k, %, ,� ,� 11 11 _�. _t­ - .. ",'' , �', �,��'li;��,�,�ll-��,;,-��-:Li�g� e',�, �!�P:,�"i I - , , :%, " , , - - �J_',,:,',,� �,Z""-,`-,�. �,'�_�,-�r,�,,�, ;III - 'y'Z " , , - " ;;� " Ax, "x ,`,�� -, I I jr: " ,"r L 'T� �,9:'­��, - � _", � . , - """", I,�1, 0 i 1-1 -,,--�,.;,�' " 1, - , 01 of Us __10." ­� ;,� ,. � - , ""q�: ' _4'� : �:� -,,�,, ,,��, - " a V'1" �L"_o " �,4 '� ,, ­V- , -- A ""� I "No- 4 , ", -v- -1 I ,,,r. 'I� ­$ -x� ' K­"­ ­1111-7 WA " � ' `kr�"71� �, - - , ""IN , ,:jw- � TV 'M-5 - V � , 11 , , �­' - ,� "? , �'� ", , �'L.�. ' - ,Y� �, ;, ­�,- - -�4-:., -- 4 - _�,­ -, ',`,),�" I _ , - , "I"- """ �ll�." .:� �,,- *,i, I �, :,_��.�,��;, ;:�L,-"��,�,,,.,:,"'." ,,��:�' � ;_� , ,��, � ;�_ - � , I ". 'T ,,, �"��,,�f r �,�-,­�- ,v ­�,!,,_�11 of ,�! .. ­ " sm; ,-`,,�'i`l 1 .�, Y `��_ � 50ALE: I W = 20' 110,,��_`Ik ,�,'.�,f,,_�"-` i-,�,I�,!�`,­�� , �,,, "" ;?,!�;�,�_,-,-,k ,__1:If � ,�,�- N 70.0?z , � 'I- " , - " SS 'I . "I - , :�,,-`_,, toy 01'11'1;��.�'111'_ , ",���� il`�' I-,-*,� - O" S . i WN ,�4* , .�� v ", ,�,,, t� I,". ,�� �, -0011"�.4-8-,�*,��, � gy; 1, , � , ,­� I ,I ,L, ' ,­ ­4�,1:1�:��"q.'�t�"'_` 1�_'�' `__'_� -�,'��qb,"";,A. � t,,,,`��''�t,.'i;��4 4, :�, ;,�i�l , " ,Fpf&� �!, I" Wy "" 0 , ,,"OA_',,� _��L,�,:'�4,*'�;��,�",'� � - ­���:� _" __­_; - - " InmNo "I � �x xj,.,,�v A; - - ' ' " " L' ' , _11�-,��-,,,�:_��,�,-�0�i 0 . -111­­ _�­�:'�'�'�'if"��"' _­­ �� � ,,j. ,�, - ':� V': � . � '14�_,"I�'11�1 -,,, -, 11 11­',�, �111- -W , !. , !i .:7�- - . , :* _ ," z � ��,:, - puy"SOM al- I, �,' ' , t" A" , _ , --y-_q ��",�,�_i�' . ,�,� �,,"�� " " "� , � , ---- N", ,r, � ,,',I , � : ��:,/,�'\ ­.. , , "_`,;11,11!;�,All' .1," P, to .h4vow�- q , , 67 in AT-Ah , V,i �5, W , ,� �,�'_ ._ , f SAMOV � MASS W ,'.""I.I, ­­...,' " . ­ L. ' , - 4,�""14 _ ",4 ­i;4��, � , � �� .v , ., ,1,1,Not tigago I;" ­ � , - ",41�4'�,�., .�.'�,1,1�,,`Y - - � ", � I I 1,,� � ,�' �"" ��,;,�:*� ;'fl, 4totTzTtl I - � i , - _'� � �- -�-­§� - , ,n�IVO, ,L e A , - j , 'I->"- I,'. ­ v­11 11�I 1�:,�'­ � , , & I I I 'i� ,­ �� '' ,­j .j­ ,%�11� , �" ­ ;A;, -1 �"� �I �, . 1�11 -,� "� , �_' - , ,-,. . �­,�,;,i-�-��:'�� ,.",��. , �1 � il�"MAQ0-, , , _. , ��_11 I N %v;7 z� �, ��', - ,���I , .I WK - . - ". I I , ,�,� ­',,, f&� -W\,' �­ , ,,,,��-�', "" 1 �04 , PE� ,_ , ...11 ": v, .i ."".."�'. J�­ g� ,­ �v. "I 1� � �-11 I '_�,"n,..115A ?A 7�, ,r�,_,',, " y"W", - " I I "I 1- . 'i& �;;, "."',, ,- ,.? . 11 / . , - , ,�,al,.,i . - . _ t, ,\,\ ?4"I A -,I '' �... " .�\ , "I ,�,11"­': _F, 1��I"I �? ___ �,.,;_'o ,- �*,I v-)rli�,* - I A .I�t. . ,4,','� I � , , �, I \1 ,�f, --:,,-q - , - � ,,,����4"2-�t"-,�,-',��,:,,�,,,�i'�ki,,, `,��,-,�',�!,3-`­,­ "�'&., I I �z , ,"Alt,, "'A ,v. , ,� . e. - � I � 0 1 A&PIr 1 " li, I ,:­ i � � I , I " I .1-11. I I I I i�1�',, "" -^ %, - I" � "�, . �' I 1,!I , �,-K 0,��:" 11 " '1�1;.' I ,11 , , . I �v 4 .- " -1 A , 71 " ­,fe,,� 11'� ", ;-'��,L-�­ - ?_' " I I . A v i1r "�, .,,�..� ,; - �,,�,�,�,I� , , I I I ­ 'N't_` �,-", V in��,,� -,. � '." �4,�,",,��,"�,-""'-- I "401W SO�­-'o ,"- ,F� � I, , "' ` ', I , , I , I "--I"On " ­ --, ,-� -1 �, ,111'1."�!Aka of ,�, , 'v, , 1, ,�� ,`,`�", "i :� � , 1*0 11 , &1\ 4I't,,":.-,: ,-,- ,,,, T�-,�'. ;, " A �� - � � /,I � 7 r �.: I I -- ,�� 'I J�$�,jv�� !Cv, , � - , k" " � , . ��_T_k,��'�11 1',, , �,,�,,,� ", 'r ;,p . r � 5� � , \ ". I.... I. ;v,,#i l "t 1 It'. �'� I_Z41 .-� '� . ,, X,4�,,�,,­!�, �­ i � Ir­: ­�,,� '_�,`i!�,� .--'o1-'>,'V', e-.� , IS - 'I- ..I.. I ,� :,!,�,`i!�,� . � -, ,!�`�"' ,,I ,*� :W` �,C! i--r X� a " , , 'A_ �; ." -, .� __�`,­�"' _-, ,, .� . , - - ,� -,!"4 -1 - ­�,,� _,:,'_�,`i!�,� , " - -, , " 11 . , - 1 � " , � go � � � , .:,I "i",,.,�'� . I " I ':"',, '��_,_''r: ��, NY Ci,, ,,�,, I," '."'," , , �1, . , $ -�� , � , -�� � -, .� �; ,� " , I�t,""7"-,�',�,,`�-,���L; �:,A � � �­"' _ � I ­­ ��: , - �, ,�, � �� , - ��,, i ,__,�- -�,�- � I" `�"r .,"�, > -I 11 � I X � 1� 91 in, . ............ ��"",--"�"-l'��.",,,-�-",;,;;;;��,�', �'�. D F, - - ''­­"' ,­��H��.;2,11 ziti 1- - __I-11-1 -__ _1L W,Q-1, wAukh a .,��._ 101�,,,,�'!'�,' � ,',�," ,f I. _ �-. - 1� 1; L_ 14� I . . K - - L I ,&**"%, -r WWWIIIIIIIIIIIIIII� FM\ In , ,r% in rpn , /_ 01M 1 12"6-ns?) 1 x 11KI /AIX I zs I L-I I I /LA\ ", " , - - - --, , __; �\ -,O- VV t 7%1 r :) 11 ,, n,%w" � z u(j` I I A F-A I I '%*I I I It, � � I - I 1 1� i I I � I I i � � � � � 4 LOCATION MAP . . , " - SCALE: NT5 ti ,,. r i I I .III I I L � ! � 4 1 - ­- ------- ------------------ ------------- --------- --_-._ _--i :-------- -__ -_-�����==--�-��-------- ------I� -- -- �=��- -== _________ ___ �_ - __ ______ _ _l NOTES SPA(;i I G�4T I ONS CARPENTRY GLA55 WINDOWS AND DOORS I AE35RE V I AT I O I�lJ WOOD FRAMING MATERIAL STANDARDS I. ALL GLA55 TO BE INSULATL-D LOW-E, UNLESS OTHERWISE SPECIFIED. d I. ALL LU MBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 8'75) UNLESS __ _ _ _ PREVENT THE USE � - ---- - - - - - - - ------ _--__-° _-- x5 CONSTRUCTION THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TOP � _--_ -_----__.___-- -_ -.---...._ ---_-------____-,__: _-- ------ --_-_.�-------- --------------_-- ----.- ____,___, -____-____._-_._- _ IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP THIS GO TRU _-_------ _- Q ' OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY 1i BD. BOARD K TOGETHER AT ALL TIMES. IT IS ALSO THE GONTRAGTOR'S RESPONSIBILITY TO READ ALL NOTES, 2. GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER KIPS (IOOO LBS) PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING GLEARANGE5 ARE PROVIDED. _ --- =­­­- -- - _ __ --_ _=- _-- - _ - - ___-i O ----- --- - -- ,SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK " JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED II BFE BASE FLOOD ELEVATION lI MANUFACTURERS SPECIFICATIONS w 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE 50RATCH GOAT. MAINTAIN MANU. SPEC.'S W 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED - _- - _ - -- _`_- -- -__ -_ - - - - - - -- - �: I J i ll GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE I BLDG. BUILDING MAX. I MAXIMUM GENERAL SI S TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 ED O NFORM O THE REQUIREMENTS OF THIS DOCUMENT WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, 1, ----- ---- -_ ____ -__ -- --- - - I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3 LL SHALL BE DEEM T GO T UNLESS OTHER1^115E NOTED. PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (1) Vxb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD APPLICABLE BUILDING DEPARTMENT. HT5 WITH THE EXISTING STRUCTURE. ;BM BEAM MEGH. MECHANICAL IS NECESSARY TO MATCH FLOOR HEIG GOUNGIL'S WOOD FRAME GONSTRUGTION MANUAL AND TH15 PS FORMAT, AS 4. AL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ___ _- - - --_--- _ _ _ _ _ - = =il=== - - - _- __- _--___ -____ ___ -__ _-I' _ - ,-. � ' APPLICABLE AS A DERIVED WORK). MANUFAGTURER'5 SPECIFICATIONS. I B.O. BOTTOM OF MIN_ - IL MINIMUM - - -- 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TEGO" OR _ _ __ ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. - -- - ---- - ------ _- _=_ =_ _ - --- --- ----- --- __---- -- - ---- - -- o I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE I''BOT. 'BOTTOM - - - - II-NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ig85 III STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. ___ J PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, !,----- - ---- - --- ------ --- -- -- --I___-----__----_--I_--- --- -- -- - --- -__----- - ._-__ - --_--_---- ____ __.-- _ 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN55 IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL ENERGY CONSERVATION GONSTRUGTION CODE. 5. ALL WORK SHALL CONFORM To NATIONAL, STATE, AND LOCAL CODES F OORS ROOFS AND WALLS. I B.O.W. BOTTOM OF WALL NYC, BG NEW PORK CITY BUILDING GODS PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR _ -- _-- - - - -- ----____ _--- -----_--_.___- _--___>,-_-_____,____ AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH 1.5. _ _ J - -__ ---- - - ------ --I[- -- - - - O b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, I _ _ �____ _______ __ _ J _ - -___ - - -,._-_-__-___-_____ - _ , a ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN 6 OF AN EXTERIOR SURFACE. G.J. CEILING JOIST O.C.O ON CENTER OF T4. LL UNNOTED HE WNER/BOR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL DBL. - J�DOUBLE _- - ,oGG. - I OCCUPANCY I }- INCLUDING END JOINTED AND EDGE GLUED LUMBER, SHALL BE IDENTIFIED SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. ---- DFE ---- -- ---- -- - ------- -- - -- ---- -___ __ ._--- 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2 BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY - ��DE51ON FLOOD ELEVATION II PBFE ,j PRELIMINARY BASE FLOOD ELEVATION p WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE 8 G A55 IS TO BE FREE OF RA - - ---- ---------- - - ---- ------ 1- -------- ______ __ _ - --_- -- _ ______ __ ___i NG ALL L SCRATCHES AND IMPERFECTIONS. GLA55 -- -------- --- ---- -_--_---_ _ _______-___ ___ __ -_-_,__ ._-_- --_-_____-- - SHALL BE CLARIFIED WITH THE ARGHITEGT/ENGINEER BEFORE PROCEED &. MIN. HEADER TO BE (2) Vx10" UNLE55 OTHERWISE NOTED. l - - -- - -- , - - ---- -- AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE - JIB_. -- -_ J[ _ WITH THE WORK. DIMENSION P. GONG. POURED CONCRETE F- GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR SHOULD BE R NTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. D - - -- - _ _ -- -- -- _ - - - --- -- _- - --- -- - I BE MADE q ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE q. ALL WINDOWS To BE ANDERSEN. IF CONTRACTOR I5 TO SUBSTITUTE WITH I D.J. DECK JOISTS PL. I PLATE Z 6. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL P T REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. _ ANOTHER WINDOW MANUFACTURER, IT I5 THE RESPONSIBILITY OF THE ___ -- - - - -- -------- -____��__ __ __ - -- - ---- -- - --- - -- - -- - _- - _ - -- --__-------- Q m UNLESS APPROVED BY THE ARGHITEGT/ENGINEER. - ----- -- -- ----- --- --- 'I' - _ - - -- GONTRAGTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH EA. EACH _ PLYWD. 'PLYWOOD - 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET THE GHARAGTERISTIGS OF THE ANDERSEN WINDOW SPEGIFIED. THE I - - __ -- I ____________ _ _ �_ --- _--___ - ______J W 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE G-005. GENERALLY, 5HFATHINC7 IS OF I/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A 19o.I STRUCTURAL GLUED LAMINATED ' - I - -- --- --- - - J BEFORE THE START OF FRAMING -__- --- __-�[----- - __ - - - -- -- - -�-- -___. ._.- __-____JI PRESSURE TREATED - ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. ROUGH OPENING, U-ArGTOR, LIGHTT AREA, VENT AREA, AND EGERE55 PRESSURE, ,I ELEV. � ELEVATION P.T. - _ I�=_ - _ - - _ - - - - - - __ - -I _ 00 J FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN REQUIREMENTS. ,' 5. DRY WELL5 AS REQUIRED BY STATE: AND LOCAL CODES. APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED EQUIP. EQUIPMENT I-REQ D !I REOUIRED 0 - - - I -_-- _ -__ -_--_-__ _ - ---- _ _- -- ---____ --- ---- -- -- z_ C� WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN 5TAIRWAYS SHALL BE I - - - I - - _ q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING EXIST. _][EXISTING 1RI - JI RISER I J � TEMPERED GLAS5. i- - ------- - ---- - - - - - - - - _ _- -__ ----_- __--- _-- - -_:' � 0 AO. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, EXT. ,EXTERIOR - _ - -_- - _ I�RM NAILING AS PER FASTENING SCHEDULE ON PAGE G-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS I I. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. _ _ - - I _ - �I ROOM Z >; 'y' CERTIFICATES CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT, THE GOVERNING E3UILDING GORE AND ANY ADDITIONAL _ ___ _ ___ _ _ _ _ _ _ 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE I Q Z T4 APPROVED EQUAL. EVALUATION REPORT. MISSILE TEST OF ASTM Elggb AND ASTM EI886 AS MODIFIED BY 2020 NYS BG F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER J N II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA ____ -__ - - SEGTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET --- -- - �� ---- - - --- - _-__- _ �f - - - r-- ----- - ---- ----_-_ - -- ___ __ _ w ITH UT WRITTEN FAR F OOR AREA I AND SHALL NOT BE ALTERED OR BE RPPRODUGED W O 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. 5TRUGTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR A55EMBLIES L RATIO STL. _ STEEL PERMISSION FROM THE ARCHITECT. THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR __ -_____-__________ __-__ ________---_-_ __-___________--_____-_-_-_-_____ ______ _ '___ --------------------------------- ---------------I __ _____ ____ _ __ _ _ _ __ _ � � � UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF ANSI/DASMA 115. - - --- - = I` � Lf) ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF P.A.V. FRESH AIR VENT I S.V. SMART VENT ,, r F THE WORK AND IS _ _____ - -------- ----- ------ --- ---- - --- - -- J.------- - 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION O --------- Q - - 14. PROVIDE 'X' GR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE 12. A5 AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH � � I _� 'r"I J O RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY V-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FF FINISHED FLOOR TBD TO BE DETERMINED ATHICKNESS OF NOT LE55 THAN ��� AND A SPAN OF NOT MORE THAN 8' SHALL --- _____ _ --- __-__- __--____-----_____-_- _-_: _-:-__-_==-L===-___- --_-_- 1__- - _--_==_ __- -- _____-__ _------' 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OGGJPANGY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE ATTAGHEDEF �TO THE FRAMING SURROUNDING PANELS SHALL BE PRECUT AND _- - _]� -_ -- TEMP GL. ;TEMPERED GLASS w SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORT. �F FF ELEV. FIRST FLOOR ELEVATION G-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED THEOPENING. PANELS SHALL BE _._-__- -- _-- --- ---- -_ �-__-- --- _ -_-_-- __ _-___ -_ -__ __ _ _ � 14. THE CONTRACTOR SHALL KEEP PRE:MISE5 REASONABLY GLEAN AT ALL PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS i F.J. � FLOOR JOISTS THK. I THICK WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE _ __ ___ _ -__________ll-_-__-_ ____________ -_!I--_ ___-____.____- _____ _ __________-___._____..____._________-__-____ ________ 0 ` TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL ADDRESSED IN FASTENING SCHEDULE A5 N ADDITIONAL REQUIREMENTS AS RUBBISH WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK I6. APPLY ALL CONDITIONS ADORE GOVERNING BUILDING GORE, AND ANY ADD L R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT ! I:, U NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE FRGE FLOOD RESISTANT GONSTRUGTION ELEVATION T.O.W. lI TOP OF WALL p W BROOM GLEAN. CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED --_.---.---- __ ___ - ______ _ __ ____.-.___ -___-__Ji=______________ __ _ _ _ _ ON THE BUILDING. �FR. , FRAME - -_-_ -- ---------- ---- -- TREAD --- -------------- - --_ - - = I I- 1-1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-005. OR THE MANUFACTURERS CODE EVALUATION REPORT. -- - - - Tr �I - - -- - -- - V CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DE51G DR WINGS, 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL __ ____ __ ____________ __ _ _ _ __ _ _______ __ ___ -_-_-__ ______ _-- LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES I8. AT "WET WALL' PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL I. CONTRACTOR SHALL IN5TALL WATER SUPPLY, DRAIN, WA5TE, AND VENT (DWV) _ !' TYPICAL - PLUMBING ----___-- - -- - --� - - - -______--__-- ---- - -- - -- I� - -- -------- ---J�--------------------------------------------- - -----------'I � __ - _I FRPR. FIREPROOF TYP. TYPICAL 0 J AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 056 SPECIFICATION FOR GYPSUM F FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM G3'! SPEGIFIGATION FOR GYPSUM LATH, OR ASTM G�q SYSTEMS TO NY5 PLUMBING GORE AND NYS DEC, REGULATIONS. f GYP. BD. GYPSUM BOARD I'U.O.N. �I UNLE55 OTHERWISE NOTED Q I6. THE CONTRACTOR SHOULD FULLY GUARANTEE H15 WORK AND THE WORK O SPEGIFIGATION FOR GYPSUM SHEATHING BOARD. - __ - - -- _.- - - - --- ----- - =- - "` THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER - - -- - -- - -- V.I.F. - IVERIFY IN FIELD 5 }` COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. H.D_ -- ---- HOLD DOWN- III_ 11 - AS PER PAGE 6-005. I.•7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION -- ----"' ---------.---- --- -_ ... - -- - -- ��. MEET THE PROVISIONS OF AN51/AHA A135.4 BASIC HARDBOARD OF AND AT BASE- OF VERTICAL WASTE PIPES. jI HDR I�HEADER �`W/ WITH - ,, "' 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. - _ - _ -- - --- -_----- ---- -_ _=-_- -_ ' - - -- --_- -- - - _- ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND I' AGAINST ALL CLAIMS DAMAGES, LOSSES AND EXPENSES,INCLUDING ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER HNOR HANGER ND. I;WOOD �, F TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS: FOOT. - - - ___ ---- -__- -__-__ - _ __- ---- --- ]I== - __ -1�- -_ _-_,. _- _-_ -__- _ _II I ,� , v ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE O METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD INSUL. INSULATION ZR II ZONING RESOLUTION THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) _ _ _ _ _ _ _ __ -_ _ _ _ �. ABSORBS No MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: __ --- - - -�- J' - - -- ----- ------_-_=_=- --- --- -_ - -__ -- - -- 15 ATTRIBUTABLE TO BODILY INJURY, _SICKNESS, DISEASE OR DEATH OR TO f Ili - _ - INJURY TO OR DESTRUCTION OF TANGII3LE PROPERTY (OTHER THAN THE WORK CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE INTERIOR - DISH WASHER.........................................2" - --- INT. ----_= - --- --- -_-=__-_--_----I MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS I) CONSTRUCTION AND - KITCHEN SINK........................................2" - - ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) I5 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY - LAVATORY...............................................2" OF HE - : ____ WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION T ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. ---- ---_ __ _ _ ___ _ __--`--- -_-----_-__-__---`__-___ --_-_-_--__ -__--- -_- -- PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR - SHOWER/TUB..........................................2" EMPLOYED TOR, ANY SUB THEM, A R, ,ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE - TOILET........................................................5' � I S U L J` � ON I ¢ FENESTRATION '� I E S T A T I O N R E O U I R E}� �E N T EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. - LAUNDRY .................................................2" I �l J' I C I y I`� BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRUSS JOIST McMILLIAN I.qE MIGROLAM PARTY INDEMNIFIED HEREUNDER. _ - FLOOR DRAIN..........................................3" -- - - - - ------- ---- --- ----- B. 6EORGIA PACIFIC 2.OE G P LAM 1.8.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND - -- - __-_-__=_-___-- --- _ --__---_ -_ - - - PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 6. ALL SYSTEMS To HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" I I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING I II A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY THROUGH ROOF. FROFOSED DES I ON I, CODE FRESCRI FT I VE \/ALUE BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING , ALL TO BE INSTALLED AS PER MANU. SPEC.s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR COMFONENT V 001` FLIES STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR '1. PROVIDE FRO5T-PROOF H05E BIBS WITH EASILY ACCESSIBLE DRAIN 4 �/,4LUE GITf�TION (PER 2020 NYSEGGG) ' TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, I 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. DRAIN GOOKS AS REOV. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS F?OM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN PROTECTION. _,_ -- I,- _-_ - -_ -__ - _- - -_ iL__-- - __- ____- -_- --_- II` _-__ _ GAND ANY ORE EVALUATION REPORTUIREMENTS SET FORTH IN THE MANUFACTURERSPARTICLE 1.8.3•APPLICATIONS BOARD: A PARTICLE AGONFORM ToRANSI A205.ITAND ANY 8. WASTE FROM CLOTHES WASHER5 AND LAUNDRY TUB5 ARE TO BE PROVIDED AUTHORIZATION OF THE ARGHITEGT/ENGINEER. �� j'MAX. U-VALUE = 0.32 I U-VALUE = 0.25 Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE WITH BACK FLOW PROTECTION. FENESTRATION U-VALUE I MAX. AIR LEAKAGE = 0.50 GPM/SF YESii NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMEN510N5 AND CONDITIONS 25 NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTER5 SHALL EVALUATION REPORT. - - AIR LEAKAGE _ 0.30 GPM/SF PER R402.4.3 8 TABLE R402.1.4 - CLIMATE ZONE 4 PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL _ ___ _ _ ___ _ ___ _______________ __ ___ J __ I OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS HEALTH DEPARTMENT STANDARDS AND REGULATIONS. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT S!1PPORT5 THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 CELLULOSIC R-4ci SPRAY FOAM INSULATION MIN. R-VALUE = 4a 11 I 20. CONTRACTOR TO REMOVE 4 RELOCATE A5 REQUIRED ALL EXISTING WORK CEILING R-VALUE �-- YES ^IHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. CELLULOSIC FIBER INSULATING BOARD. TO CONCEALMENT OF PLUMESIN� - - PER TABLE R402.1.2 - CLIMATE ZONE 4 I1 IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DE TH AND THE EDGE OF THE __ _ EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. E.ORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURI5DIGTION PRIOR _ _ - - - - - - - - __IL______ ____-__ HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. L ' EXTERIOR 2 xb WOOD � 7 THICK R-�!/INCH 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S I' ( " ") SPECIFICATIONS, UNLESS NOTED OTHEP:WI5E. 1.5.5. STRUCTURAL PANEL 51PINO STRUCTURAL PANEL SIDING USED IN II. NOTCHING AND BORING OF 5TUD5, JOISTS, RAFTERS AS PER BUILDING CODE. FRAME WALL R-VALUE R-2I. 3" SPRAY FOAM INSULATION MIN. R-VALUE = 20 (CAVITY) ' 24. NOTCHES IN EITHER EDGE OF 5TUD5 5HALL NOT BE LOCATED IN THE - - YES MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED I(AT DORMER) -- - PER TABLE R402.1.2 - CLIMATE ZONE 4 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I NOR ANY POTENTIAL DAMAGE THEREOF. - - - - - _ - - - - THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REQUIREMENTS AS SET FORTH IN APPLICABLE GORE EVALUATION COMPLIANCE STATEMENT: UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS REPORTS. TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN I NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. I I COPYRIGHT PROTECTION ACT OF Iggo (AWCPA), WHICH HAS SEVERE PENALTIES. COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. 2.2. FASTENERS AND CONNECTORS: ALL FA5TENER5 AND CONNECTORS SHALL 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2."7. CODE5 AND REFERENCE STANDARD: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, I , I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PAGE 0-003 4 0-004. THE FASTENING SCHEDULE cn SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND STATE BUILDING CODE, 2020 NEW YORK STATE RE51DEN71AL CODE, 2020 I- NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK HEX BOLTS AND SCREWS (INCH SERIES). Z SPEGIFIGATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING w STATE ENERGY CONSERVATION CONSTRUCTION CODE. SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2 SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PE0.19). 2.2.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ 2. REFERENCE STANDARD USED FOR .ALL WOOD FRAMING, CONNEOTION5 OF HOLDOWN LOCATIONS ARE SPEGIFIED ON THE FOUND/FLOOR PLANS. A5ME 615.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). O I . WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME __-.__ _. ______ __ _ _ _- CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION 2.2.5. 7RU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 1 i (AF4PA) AMERIGAN WOOD COUNCIL (ANC). 26. COLUMN SEARING AS FOLLOWS: 5HALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DE51ON w WOOD POSTING TO BE BLOCKED SOLID To FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, m _ I_ ___ I __ ___ TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. -� - - THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS I 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/ STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFA07URER'5 CODE EVALUATION REPORTS. I PLUMBING CODE. SECURE w/ (2) 1/2" (P ANCHOR BOLTS (4 LONG EXPANSION BOL75 ® tii K A EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND ____ _____ ___ _____ _ ______ ___ ___ ____ _________ __ _________ Q ,; 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE ,- - -_:--___-- --- ..--- -- -- -- - --- --- -- --- --- - E -- - - ------- - -------------- --- MEGHANIGAL CODE AND 2020 NEW YORK STATE FUEL OAS GORE. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, f - -- - - - - _I � WIDE 3 COURSES OF 50LID BRICK MASONRY CENTERED ® POSTING, VON). GRADE 55 STEEL SHALL BE USED. OTHER METAL OONNEGTOR5 SHALL I TA5LE F1301.1 A IC, WORK SHALL CONFORM TO 201 T NATIONAL ELECTRIC HOWEVER, WHEN COLUMN OR POSTING I5 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY 1 CLIMATIC $ OEOORAPHIC DESIGN CRITERIA 5 ALL ELECTRICAL - - CODE, NFPA-70 AND 2020 NEW YORK: STATE ENERGY CONSERVATION IN A 5HEARWALL, ALL ANGHOR5 MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S I ALLOWABLE DEFLECTION OF 5TRUGTURAL MEMBERS --- I PROJECT: CONSTRUCTION CODE. STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. - - - -- ---- --- --- --- - ----- ----__-- - -- --- - I T - -- - -- ------- -1 11 --- ---- - -- - -- -- - - ------- -----.------ -- - ---- ----- ---------- - -- - ----- T U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Ya SENT PLATE 8 LONG ALLOWABLE I _ _ _ _ 6Ro D SNOW LOAD 25 LB5 GENERAL WIND PROTECTION CONNECTION NOTES: w/6" RI5E 4 w/(2) 5/411(i 5OLT5 THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5• NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 5TANDARD ADAPTED FROM 5TANDARD FOR HURRICANE RESISTANT RESIDENTIAL SET 6" MIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 5-005. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. STRUCTURAL MEMBER �' ZD I AS - --- --___- __ - -- -- ____, _-- DEFLECTION---- I FBASIG WIND SPEED --- --f 130 'MPH CONSTRUCTION;SSTD 10-qq AND 2018 _iBG HIGH WIND EDITION WOOD FRAME J __--- - - r RENOVATION I. A CONTINUOUS LOAD PATH BETWEEEN FOOTINGS, FOUNDATION WALLS, ASPHALT ROOFING SHINGLES SHALL MEET THE REQUIREMENT5 OF THE GOVERNING BUILDING GORE I RAFTERS HAVING SLOPES GREATER THEN 5/12 L/I80 - --___---__-_-__________ - ____; ___________ B _ CONSTRUCTION 2.2. . PNEUMATIC NAILS STAPLES: PNEUMATIC DSTAPLES I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING EXPOSURE CATEGORY FLOORS, STUD5 AND ROOF FRAMING SHALL BE PROVIDED. SHINGLES OR APPROVED EQUAL. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE W/ NO FINISHED GEEILING ATTACHED TO RAFTERS I' MANUFACTURERS CODE EVALUATION REPORTS. SEISMIC DE51ON CATEGORY B - ----------- -------____________I ---- ------------ ____.J 2. APPROVED CONNECTORS, ANGHOR.5 AND OTHER FASTENING DEVICES NOT 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE ------------------- -I - ------------- INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE 2.2."1. SCREWS: SCREWS SHALL COMPLY WITH AN51/A5ME B 15.6.1 INTERIOR WALLS 4 PARTITIONS HA o I R' COMMENDATIONS. AND WATER BARRIER FROM EDGE OF EAVE TO 24 INSIDE EXTERIOR WALL WOODSGREWS (INCH SERIES). WE ATHERING SEVERE 1470 G RAN DVI EW DRIVE BE USED IN ACCORDANCE WITH MANUFACTURERS RE -- - - - - - ---- -- LINE. 4 24 FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. INSULATION _--_---- - -- - L/360 -------- --- 5. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED 3. PROVIDE FLASHING NEGE55ARY FOR WATER TIGHT AND WEATHERPROOF .------.--------- -------- --- FR05T LINE DEPTH 3'-D" ORIENTS N• 1 . 11957 �� FLOORS 4 PLASTERED CEILINGS DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL L I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED JI-- - - - - - - - - _ __ - __ ___ _ _ AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. CONSTRUCTION. FIBERGLASS GATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. ALL OTHER STRUCTURAL MEMBERS i L/240 FOIL TO BE PLACED TOWARD WARM SIDE. --________-__ _-_-____ _ _ _ -- -_- -I TERMITE - MODERATE TO HEAVY '----------- 4______________________. -------,; 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S EXTERIOR WALLS w/ PLASTER OR STUCCO FINISH H/360 DRAWING TITLE: SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE SPECIFICATIONS. 2. PROVIDE 2' R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION - ICE BARRIER REQUIRED �I YES --- PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS J GENERAL NOTES WALLS FROM 6" BELOW GRADE To 24" BELOW GRADE IF DESIRED BY AND AT LEAST ONE STUD AT EACH 51DE OF OPENING. 5. NAILING OF ROOFING SHALL BE TO CODE. CONTRACTOR OR OWNER. GARS SHOULD BE TAKEN NOT TO DAMAGE EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 ENERGY TABLE FOUNDATION WATERPROOFING. 5. RIDGE 5TRAP5 SHALL BE ATTACHED To EACH PAIR OF OPPOSING 6. CORROSION RE515TANT 11 GAGE ROOFING NAIL5 AND Ib GAGE STAPLES ARE I EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 II STRUCTURAL DESIGN CHARTS RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR Vx4" LUMBER 15 PERMITTED 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: LOCATED IN UPPER THIRD OF ATTIC, SPACE AND ATTACH TO EACH PAIR OF - q" R-50 FOR FLAT CEILINGS ( ___--__ _ -___ -_ --_-------___---------L- - _ __ _ _____ _ ---_ -- --- -'1 RAFTERS. "I. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDIN6 FELT UNDERLAYMENT FOR - 8.25" R-500 FOR VAULTED AND CATHEDRAL CEILINGS 2:12 PITCHES TO 4:12 PITCHES - 5.5" R-15 FOR Vx4" WALL CONSTRUCTION - -- - - -- _ '- -- - 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 5.25" R-21 FOR FLOORS CONSTRUCTION ( STRUGTURL DESIGN LOADS 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. PAGE: 16' WITHIN 4' OF EXTERIOR CORNERS. MEGHANIGAL CONNECTIONS: 1.. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM L I, -------------I -i. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 4e, AND EVERY THE SEALANT TO UPLIFT FORGES USING ASTM D 6351. 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED ENERGTO IY CONSERVATION'7 NATIONAL GONSTRUGTION GODS IC CODE, NFPA -70 AND 2020 NEW YORK STATE I- -- ---- - - USE- -- - U-ILLIVE-LOAD JLDEAD LOADJ� w I ;e TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER I. ALL ME CONNECTIONS SPEGIFIED A5 "SIMPSON" MAY BEI II I, 0 mvu PROVIDED WITHIN " TO H INCHES OF EACH END of EACH PLATE. ANCHOR SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. COMPLETION OF WORK. EXTERIOR BALCONIES-- - - -- i--40 psf -II 15 psf j OF I" AND 3"x3"x " WASHER5. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON 1 F_____ __� 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF '1 IN CONCRET'E/MASONRY BY DECKS 40 psf 15 psf AND AT SPACING NOT EXCEEDING 4' ON CENTER. 3. ALL LOADING GAPAGITIESRSHALL MATCH EXACTLY OR EXCEED VALUES R. 3 SMOGENERALLY, VERIFY OR PROVIDE HATRD HIRED PA55ANGER VEHICLE GARAGES psf AS PER PLAN j DATE: 12�24�12 2 OF 12 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12' OR CORNERS INDICATED IN SIMPSON PRODUCT LITERATURE. THERE MAY BE SEVERAL SMOKE DETECTORS w/ BATTERY BACK-UP IN - _- --_--__ L___5__o_ __-__ _________ __ GYPSUM WALL BOARD LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY A. EACH SLEEPING ROOM ; ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 psf 11 15 psf I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY SIMPSON' . COMPOUND METHOD. -- - - -- --- ---- --- - - - - ------ 1------...------ 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED B. OUTSIDE OF EACH SEPARATE SLEEPING 1 �F"r ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 sf J - 15 sf ;; 2. ALL GYPSUM BOARD SHALL BE I/2 ON WALLS AND CEILING, UNLE55 AREA IN THE IMMEDIATE VICINITY OF p p THE BEDROOMS (GENERALLY THE HALLWAY) - -------_..-------.. --- --- - ----- -------- ----- II '� OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER � D AR - Cy ROOMS OTHER THAN SLEEPING ROOMS 1 40 psf IS sf i E. "� DEEMED APPLICABLE. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. p I p .- .� Mi. p �� =1 G. EVERY LEVEL OF DWELLING - -- -- -- - --- - I---------- --'I-------------I O sy p�>` �C� 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC.) I SLEEPING ROOMS 50 sR 15 sf / w " , ''' Y "0 .. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET SPECIFICATIONS OF THE PRODUCT BEING INSTALLED p ) p I r}�1' Q I rI. � IN EACH DIRECTION BEYOND THE UNIT(9i). ALSO AT HEAT PRODUCING -7 VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY STAIRS 40 psf 15 psf I �! I ; EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL J y - - ----------- I CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. ARGHITENTGTORS SPECIFIED AS A "51MP50N" TOP MOUNTED BEAM --- ------ --- --- il ---------------- --1 4/ ,, I GUARDRAILS AND HANDRAILS 200 sf . � --- P I 15 psf I r .. 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE 8• ALL GONE I --- -------- - ------- i' "I �37Afl .k0 ` HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED I 1I, TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS OF N� ,✓ TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS L15TED ABOVE. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf I5 psf FOR LATH. a,`" - `------=---------_--II _ - - I - w .yx,,. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND _ _ _ __ ALL OPENINGS. ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE - - " E WITH .. b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-003. A50E -I-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) TYF I OALa NA I � NO/STRAFE NO REOU I RE1�fENTS FOR - - - ----- --- ----------- - -- - - - ------___-- ----- - - --- —= a NAIL r�0/STRA I NO @ WINDOW/DOOR HEADER - - - ----- /� FASTEN I NO SCHEDULE A � Q UFL= I FT/ SHEAR, � LATERAL WIND RESISTANCE ! NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p NOTATION: (SEE PAGE 0-005 FOR 5TRAPPIN5 AND NAILING REQUIREMENTS, Lu A - NUMBER OF ad NAILS ® EA. END OF STRAPPING (2018 WFGM,TABLE 3.'I,P. 18q) W B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.235, P. 2gUALL STRAPPING TO BE lY4"x 20 CAUOE -- "51MP5ON° EQUI�/ALENT - GS20 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) ,j G - NUMBER OF FULL HEIGFfT KING STUDS ® EA. SIDE OF HEADER(2018 WFGM, TABLE 3.230,P. 2q2; — I ALL NAILING 15 A GENERAL SPEGIFIGATION, IT APPLIES UNLESS NOTED OTHERWISE ' ALTERNATE A5 PER TABLE 3.230,P. 2q3) FUSE IOd NAILS IF STRAFFING IS O\/ER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) Q D - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE I I FASTENER SPEC. ,----------- ---- ----- � --- DESGRI PTI ON FASTENER II � I I' �D (2018 WFGM, TABLE 3.?, P. 18q) E - NUMBER OF JACK STUDS ® EA. END OF HEADER (2015 WFGM,TABLE 3.22F,P. 288) F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(S) ® EA. SIDE CONNECTION A I AND QUANTITY SPACING N L_ N O O R D __-- _ _ - -_ _--_-- -____---- -_-_ - _ -- -- - __- _--_----__--_-_-� (DOES NOT APPLY TO DOORS) (201a WFGM,TABLE 3.8,P. Iql) I' ROOF I$ GE I L I NO FRAM I NO E- E- -----------------"- "___-- _-_-- - -_ _.-- -_------ _----------- �ry I.DIM's ARE ALL MIN.Vs BASED ON USE OF ONLY A Ibd ----- -- COMMON NAIL w/o PREBORED HOLES. _ - _ ---- - _- --- - - — O i l I - 2.WOOD IS ASSUMED TO BE D,F,�2 t BTR. IN DRY USE RAFTER"TO TOP PLATE (TOE-NAIL) - - -SEE PAGE 6-003 -PER RAFTER FASTENING SGHEDUwINDo ooROPENINGs ! „ w-.........." AT RAFTER TO RIDGE RR u 2' NINO FRAM NO ENTS ---- ROSIN ACCORDANCE WITH(WOOD FRAMEMGONSTRUGTRION MANU�ALD2018 EDITION) / CONNECTION: ° _ SERVICE -- --- ------__.-------_---__-_- C-- -__ __--"---- ---- PER JOIST Z - 2 ry S.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL id CEILING J015T TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 O - -- - - - - rl • • • • (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL -- - -- - -" I ! FOR STRAP - 3 8 d COMMON . . . . HOLES,SET NEW MEMBER. I--- --- ----- P - NOTATION I II A I CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE G-003 EACH LAP II ROUGH A B G D E F G / NAILS ® EA. END OF STRAP. --- - " " ------ --------- - - --- -- - I - - ----- - --- ---' Z p 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) 9-I6d COMMON 1� EACH LAP ( Q _- ___ FOR ROOF SLOPES UNDER 5:12 WITH / ? 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO II- --- --- "-"- - --- --- - - - OPNG -- - --_ - - ..........................2 0 i i I it iI F Y� ROOF SPANS OF 24' OR GREATER, G.J./G. TIES TIGHTLY BOND THE END OF THE NAIL TO A q0° ANGLE,SEE COLLAR TIE TO RAFTER (PAGE-NAIL) ! SEE PAGE G Oo3 PER TIE ! W [ I - - 2 I -- I I I .. USE 4 8 d COMMON NAILS ® n J 00 ---- �- -- -' I - - b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY _ - --------- - - --- -j J II EA. END OF STRAP FOR ROOF BLOCKING TO RAFTER (TOE NAIL) 2-Sd COMMON EACH END --- -- 2 2 2 2 Z O 4'-O° 4 - - SLOPES OF 5:12 AND GREATER. OR 4-I. ---- -" - ------------ CO - i I i SECTION 12.4-PLACEMENT of NAILS a SPIKES a TABLE RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END J � r••I « _ 3 3 -3 O PROVIDE (2) 2 xl0 HDR. (MIND U.O.N.UON b O I ---- - - - - - ---__---- J - - __ - l --- - ---� - - - - - CONNECTION BI I$ B2 (B) - REQUIRES SILL PLATES OF 2 xb' (MIN.) - I I i - 4 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING Q z 4 --- - GONNEGTION: 8 0 7 2 3 ' II I .............. III �.....•• _ � J N " TOP PLATE TO TOP PLATE (FACE NAIL) 2-I6d COMMON ' PER FOOT W W !- - FOR STRAP - 3 8 ci COMMON NAILS ® r Lfl1-1 ..... - - EA 4 - -- ----- ---I-.__-_ _--_-- -- - r P- = LO END OFTRoN _TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4 I6d COMMON JOISTS - EA. SIDEs wH N I T W OF (SLIP OR NAILINGGEOMETRY EXCEEDS THAT PERMITTED IN ----- -- -----� NOTE E t I • • MAX. NAILING GRID ABOVE UTILIZE i • • STUD TO STUD (FACE-NAIL) 2-Ibd COMMON 24" O.G. W 51MP50N # H2A (OR EQUAL) RAFTER TIE '• --- ---- ---- --"----- -- __ .__--_-- 1 HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALONG EDGES O G O N.STRU O T I ON D ETA I LS I$ WIND Li O AD FATS :, _ _...................... r -- - -- -- ------------- ------------= - -- ------ ' � • FOR TOENAILING - 3 8 d COMMON NAILS U USE SAME ...•f • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD O N N O T I O N DETAILS CONNECTION ...... _.. . FOR G.J. TO R.R. - of I6 d COMMON NAILS ---- ----------- ------- ------------- - I- ---- -- - -- - - -- -------- W REQUIREMENT5 FOR ""'- •••••_..... •... ' BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, �i 2-I6d COMMON I� PER FOOT ~ V RAISED C.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJ015T, or BLOCKING (PAGE-NAIL) 2 J APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW --____--_-_ -_ ---------------- ------- ------ --------_-_J---_-_-- _ I6_d COMMON NAILS r - -- - - -- --- ---------- ----- ------ -- U J NOT TO SCALE - --- Q FOR G.J. TO G.J. - a 16 d COMMON NAILS i FLOOR FRAMING ; GONNEGTION CI I$ G2 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAILYj 4-5d COMMON PER JOIST " I BRIDGING TO J015T (TOE-NAIL) 2-Sd COMMON-�'' EACH END •" fry -( E- ----- - --- -- - --- --- EACH END KING STUDS � f � I, BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON G2 ......_..... TO STUD TONN OOROASSEMBLY --- ------ -- -- -- ---- ---- — 3-Iba COMMON 1--------- ---- "--� • I' TOP - -------- --- ---------------- BLOCKING TO SILL or • PLATE (TOE-NAIL) EACH BLOCK . . th WOOD -JOIST--- JOIST FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) -- 3-I6d COMMON EACH JOIST CRIPPLE STUD I ------ - - - -- — ---- --- . o NAILS ® EA. END OF STRAP ON LEDGER TO BEAM (TOE-NAIL) 5-Bd COMMON -- __----_------ - -- PER J015T BLOGKING --- - -- -- : • % o BELOW - 2 I(?d COMMON NAILS i BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON FOR EA. PLATE TO STUD ABOVE 8 OR HEADER - I ------------- --- -- AI -- --- PER JOIST . . �..• BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT I WOOD G I RDE JACK STUDS ... •.... -_---_ _=__-_ _ -_______---_ ROOF 5HEATHING==-==_____-_--' STRUCTURAL PANELS: --------------------- }----------_---------- ---};------___-____=_"= I INTERIOR ZONE ad COMMON 6" EDGE / 12, FIELD PERIMETER En,�C ZONE s 8d COMMON 6" EDGE /6" FIELD JOIST FRAM I NO O\/ER WOOD OI RDER TYP I GAL HEADER GONNEGTI ON GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. S�Ls I O I NO OF TOF F�_AT GABLE ENDWALL UP TO q" RAKE OVERHANG BRAG I NO/STRAPPING ==GE I L i NC SHEATH I NO I I TOP PLATE BLOCKING 2 FOR RAKES O OR SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® LESS PROVIDE III <TO LOCKING m 12"O.G. l - EXPOSURES _ 4'-O" O.G. CHEIVE RAKE o.H. - GYPSUM WALLBOARD COOLERS— J 7" EDGE / 10" FIELD LENGTH FOR HIND OTHER CASES B$C ONE STORYESLAB ONEGRADE ' ROOF --- - -----.---- ALL ------ - --- ---------- ---- ---------- - BUILDING MINIMUM SPLICE" BUILDING MINIMUM 5PLIGE 1,2`4 'I WALL SHEATHINO --- -- - --- - - ---DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) I, -- - - - - I ' LENGTH (FT.) fYp. STRAP w/(g) STRUCTURAL PANELS I 8d COMMON 6 EDGE / 12 FIELD WALL STUD --- ---- -- -- — --- - - — '!-- WOOD JOIS ad NAILS EA. END - _ --- OF EA. STRAP GYPSUM WALLBOA.D cn 12'-O" 2'-O"/2'-6" 12'-O" 3'-O" +" 5d COOLERS �-I" EDGEE / 10" FIELD F BOTTOM PLATE- - -- --- --- -- ------------- --- JO I ST HANOER _ ---- - -- ---- --- • � � � �� ATTIC ; -------- ----- " ----- " - - --------- ------- -- -- ------ - --- -- - - --- - --- - --- w i. SUB FLOOR I6'-o" 3'-o"/s-q° I6-o' 4'-o FLOOR SHEATH I NO ( UBFLOO ) � I DOUBLE JOIST-_ 20-0' 4'-0'/5'-0° 20-o - s-o - - -- ___-. 0 GIRDER/HEADER--- - - BLOCKING 2 BAYS , STRUCTURAL PANELS: - 24-O 4'-0'/5--0' 24-O 6-O BACK® 4'-0" o.C. ( w I or LE55: 1 8d COMMON 6 EDGE / 12 FIELD w I, WOOD JOIST_-_-- - _ -, GREATER THAN I : i IOd COMMON b EDGE / 12 FIELD -- --- --;-- --- -------------- --- i '7' O" I I I I 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. 32'-0 6 O /`I 6' 32 O 8'-O" SECOND FLOOR ALTERNATIVE NAILING 50HEDULE5 SHALL BE USED WHERE WALL 5HEATHIN5 NAILING 15 REDUCED. Q FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR PLATE-TO-TOP PLATE JOIST FRAM I NO FLUSH WITH OI RDER/HEADER DOUBLE JOIST FOR NON-BEARI NO WALLS 1.GOGTIONDUS N6 2-Ib SPLICE Ed NAILSAPER OOOTPFOR SHORTER SPLICE -- - 2 ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. 36-O 36'1 - WHEN WALL 5HEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: 11 40-O I I -O BLOCKING 2 BAYS NAILS SHALL BE PERMITTED TO BE REDUCED To I-I&D NAIL PER FOOT. 2�TABULATED SPLICEl ELEN6 H9EAs5UME A BUILDING LOCATED 50,-O -b" BACK® 4'-0" O.C. - FOR ROOF 5HEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF INCLUDING 4' ON EACH LENOTH5,THE NAIL 5PAGIN6 SHALL BE REDUCED IN ORDER TO 40-O 8-O /10-0 50'-O" I3'-O" TYP. STRAP w/(3) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE ZO IT'AS IN EXPOSURE B -- - - ad NAILS EA. END USED. 3.TABULATED SPLICE LEN&TH5 ARE BASED ON 8 FOOT WALL 60'-O" 12'-O"/IS'-O" 60'-O" Ib'-O" OF EA. STRAP RENOVATION HEI&HT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT _ _ LATERAL LOADS SHALL BE MULTIPLIED BY H/8; , ii „ FIRST FLOOR FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE -f0-O 14-O' '70-O Iq-O NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR RAFTER - ' (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 50-O' I6'-O 80-O" -------------- 9'WALL- 1.125 22'-O" -- - - 1470 GRANDVIEW DRIVE ^ 10'WALL- 125 BLOCKING 2 BAYS WALL STUD II'WALL- I.5-75 THI5 COLUMN w/MULTIPLIER BACK® 4'-0" O.C. ORIENT, N.Y. 11957 BOTTOM PLATE - _ 12'WALL- 1.5 FOR 10'-0" WALL BATHTUB - 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL TOP PLATE DRAWING TITLE: -- ' ' STRAPPING, & NAILING DETAILS DOB O ST _ -_ II GONTI NUOUS BUILT-U= O I RDERS 5 OR MORE SUFFORTS FASTENING SCHEDULE 'WALL STUD ' --_ GONNEGTION PATTERN SGHEDULE BEAM CONNECTION PATTERNS BErwFEN I/b ASSEMBLY REQUIREMENTS: a 1/4 OF A WHEN GIRDER5 MADE UP OF JOISTS NAILED CONNECTION DESCRIPTION TOGETHER 51DE BY SIDE ARE CONTINUOUS OVER PATTERN F THREE OR MORE SUPPORTS, JOINTS ARE TO BE ALTERNATIVE RAFTER TO WALL STUD CONNECTION DOUBLE JOIST FOR UNDER A BATHTUB !I _ _- - -- MAX.32" LOCATED BETWEEN oNE sIxTH AND oNE QUARTER PAGE: �A (2)ROWS IOd NAILS® 12"O.C. THE SPAN LENGTH FROM AN INTERMEDIATE WINDRE Iff RESISTANT OONSTRU�T I ON CONNECTORS IB Rows 1od NAILS® 12 THANSUPONE THIRD THE DTOTAL NUMBER, ARE TOJOININO JOISTS, NOR OBE " -- - --- - - -- (2)RoW5 1/2" m BOLTS® 12"O.G.5TA65ERED; >3111LT UP GIRDEROINTED ON THE SAME SIDE OF THE SUPPORT. G 4o 0)" 0 3 0 0 CONNECTION LOCATION: PART NUMBER: NOTES: DBL.® E"°5 - --- - -- - - - --- - -- - - BOLTS® I6"O.G. C TWO PIECE I MAX.MAx32" NAILING: GE-TO-RAFTERS GS20 21RAFTERS ! D (2)Rows /2° m Bo TWO-PIECE 5IRDER5 ARE TO BE NAILED FROM ONE - ---- RID - - - APPLY_ TO EACH PAIR OF RAFTERS i'IE l2)RO,,51,2" m BOLTS® 24'o.c. SIDE WITH IOd NAILS, TWO NEAR EACH END OF DATE: 12/24/12 3 OF 12 RAFTER TO WALL H7 APPLY TO EACH RAFTER GE -- - - -- - --- - - - -- ----- _- 1= BETWEt=x vb EACH PIECE, OTHERS STAGGERED WITH A DISTANCE I; F (2)ROws s-3/8"TRU55LOGK SCREWS C 12"O.G. a 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL ----- - G scREwED ON(U SIDE of MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER (2)ROWS 5-3/e' TRU55LOOK SCREWS a Ib"O.G. P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH SCREWED ON(1) SIDE OF MEMBER „ I -" - JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52 _ H (2)ROWS 3-3/8"TRUSSLOGK SCREWS m 24" O.G. P BETWEEN NAILS IN A HORIZONTAL LINE. .r -- - SCREWED ON(I)SIDE OF MEMBER �[ f PLATE-TO-WALL STUD G520 @ 18" -- APPLY TO EACH WALL STUD III (2)ROWS s"TRusSLOGK SCREWS® 12"O.G. THREE-PIECE / � DA14 ------ --- — -----I --- --- ------ ----�I- --- - - BUILT UP GIRDER � MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d '\ -- (2)ROWS 5"TRUSSLOGK SCREWS o Ib"O.G. ' SCREWED ON BOTH SIDE OF MEMBER r 2ND. FLOOR WALL-TO-1ST. FLOOR WALL LFTA or GS20 © 36 APPLY TO EACH WALL STUD -- - - - NAILS ON EA. SIDE w/ Two NEAR EA. END of EA. ���' � �`� � , - - ---- - - - - --- --- - --�� ---- (SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE HEADER STUD G520 ® 12 APPLY TO EACH JACK STUD --- (2)Rows 5"TRU55LOOK SCREWS m 24"O.G. BETWEEN 1/b OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 5GREWED ON BOTH SIDE OF MEMBER d 1/4 OF A THAN 32 BETWEEN NAILS IN A HORIZONTAL LINE. CRIPPLE STUD-TO-HEADER H3 APPLY TO EAGH GRIPPLE STUD FOUR-PIECE CIDERS ARE To BE AssEMLED AS \ �0 —-- ------- ------ --- - - - - -- -- ---- ----"--- NOTE. P - - - i I.BEAMS s HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED � ,''tk�,:f: �• � ___-- ---------__--- ------- III " _ -----_ - --- --- __-_-- --- --- ------"--- - ----------------- -- - d CONNECTION PATTERN 'B'WHEN lo"OR LARGER FOR THE THREE-PIECE GIRDER. ' �J�a7444J SHEAR WALL HOLDDOWN ANCHOR SSTBI6 APPLY TO EACH SIDEWALL END PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER WRAP UNDER DOUBLE SILL PLATE 2.WHEN 5GREWIN6 OR NAILING FROM BOTH 51DES OF MEMBER- FOUR-PIECE ANCHORING: �: NE"I IST. FLOOR-UNDEF'-SILL PLATE G520 [i BUILT UP 61RDER GIRDERS ARE TO BE SECURELY ANCHORED TO - - - - - - - - - I - - - - ----I - - -- -- --_-- --- MASONRY PIERS, NAILED To WOOD POSTS OR (USE WITH 3 SQUARE WASHERS) OFFSET FASTENERS 12 FROM ONE SIDE TO THE OTHER BOLTED TO STEEL COLUMNS. USE THE FOLLOWING OR APPRO\/ED 5IMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. Q NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED W WOOD FRAME (L.G. STL. EXISTING TO REMAIN ui WHEN APPLICABLE) I' J NEW FOUNDATION WALL NEPq STL. W�EDAPPLICABLE) � ! � —{ NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL t -1 WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS J_ WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. -- NEW 2-HR FIRE RATED DO.. WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) Z O Z Q 0 W J J 0* Z ,ajO z 4 r - -- - -� Q Z r-I m J N W to In cr._ ri O u) -- --- - ---- --- - ---- - ---- ----- r-I < O 11E] El El W EXIST. 0: COVERED PORCH EXIST. EXIST. W COVERED PORCH EAT-IN KITCHEN _ F_- V - - ---- ICI- _----- U J EXIST.' Q UP--'ll---, REMOVE SECOND FLOOR STAIRCASE -- - I EXIST. _ ---I----- BATHROOM A -- - EXIST. I BEDROOM i EXIST. GREAT I ROOM EXIST. -- - -, - I N KITCHEN Uz N I REMOVE PORTION OF - - - EXTERIOR WALL EXIST. GL. REMOVE INTERIOR WALL5 $ PLUMBING FIXTURES; GAP ALL EXISTING PLUMBING LINES ❑ - - - - - - - it s EXIST. LAUNDRY EXIST. AIR - ROOM EXIST. RETURN GL. =r L N z W Y2 ILLF � CONTRACTOR TO PROVIDE U TEMPORARY SHORING PRIOR TO w OR, STRUCTURALMEMBERS LL5 EXIST. LIVING ROOM F - -�---{--- —+-- — -- --- I li.l i Q x PROJECT: N ZO ITAS I EXIST. DINING EXIST. OFFICE RENOVATION ROOM I i I 1470 GRANDVIEW DRIVE -- - EXIST. ORIENT, N.Y. 11957 GARAGE 7771-7 �I DRAWING_T_I-TLE:__ n FIRST FLOOR DEMOLITION PLAN PAGE: • UAF R DATE: 12/24/12 4 OF 12 J ' =' D AR g.� Cy FIRST FLOOR DEMOLITICN FLAB 5GALE: 1/4" = I'-V S 4370 -10 GAF O F 0 �4, 0ENE L 5�'t'-150L= <EY : NEW PARTIAL HEIGHT a EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) ;' W EXISTING TO REMAIN Q NEW FOUNDATION WALL NEW WOOC FRAME (L.G. STL. WHEN APPLICABLE) F---{ NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUGTURAL F—`---i WOOD FRAME (L.G. 5TL. POST FOR 4" WALL5 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL J J_ POST FOR W 6" ALL5), U.O.N. __ F" NEW 2-HR FIRE RATED IZ WOOD FRAME (L.&, STL. 0 WHEN APPLICABLE) Z O Z F— Z a o w J J 00 Z M (fl rl -- -- -- — -- Q Z 'r'•I U- wC4 In e-i I` Z Ln w I D REMOVE EXTERIOR U --W w WALLS AND ROOF AS H V � SHOWN HERE I I' I I II Z J I I I L EXIST. N N X X W - - -1-- - Q lU m I W - EXIST. EXIST. BEDROOM BEDROOM - -I-- - EXIST. REMOVE INTERIOR WALLS - - - - BEDROOM i Q PLUMBING FIXTURES; - GAP ALL EXISTING REMOVE SECOND I PLUMBING LINES - FLOOR STAIRCASE Ir - I EXIST. I - I EA.THROOM I REMOVE INTERIOR WALLS 1 - 4 PLUMBING FIXTURES; j - GAP ALL EXISTING 8'412 PLUMBING LINES I ' EXIST. - - - CONTRACTOR TO PROVIDE L EXI5T. GL' GL• TEMPORARY SHORING PRIOR TO REMOVAL OF BEARING WALL5 OR STRUCTURAL MEMBERS�- EXIST. I! EXIST. BATHROOM - — - - REMOVE INTERIO - --- EX15T. EXIST. WALLS AND DOORS - - - - - --_ DN HALLWAY AS SHOWN - I w REMOVE INTERIOR WALL5 , I d PLUMBING FIXTURES; GAP ALL EXISTING j I 0 PLUMBING LINES U REMOVE INTERIOR WALLS AND DOORS > A5 SHOWN EXIST. � PLAYROOM I — - --- -} - �- - F--- --- � /OPEN TO-/ III I I I I p (/ BELOW L= BATHROOM F- EXIST. PROJECT: o II - m - ZOITAS f RENOVATION EXIST. BEDROOM 1470 GRANDVIEW DRIVE EXIST. I ORIENT, N.Y. 11957 STORAGE - — -- -- DRAWING TITLE: Li SECOND FLOOR DEMOLITION PLAN I I I PAGE: A 10 4 uo*' '0 w"k II I I DATE: 12/24/12 5 OF 12 �D ARCh �5 .� M. p . ; SECOND FLOOR DEMOL. 1 TI Oil FLAN s � � 9 37405 O� SCALE; 1/4" = 1'-0" OE I `SE A I 0 I Q _ EX15TINO TO BE DEEMOLI5HED NEW PARTIAL HEIGHT w WOOD FRAME (L.O. 5TL. EXI5TINO TO REMAIN WHEN APPLICABLE) J NEW WOOD FRAM a (L W NEW FOUNDATION ALL 5TL. WHEN APPLICABLE) i NEW I-HR FIRE RATED El POST (2) 2"x4" STRUCTURAL WOOD FRAME (L.5. 5TL. POST FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL H P05T FOR b" WALLS), U.O.N. - - cr NEW 2-HR FIRE RATED 0 WOOD FRAME (L.O. 5TL. WHEN APPLICABLE) Z O ; 2 H Z Q � w --- --- - --� 00 ---------- Q Z ri LLww Lo w tY w II 1- U � Q N it 1 EXIST. j - --- ------ BASEMENT ----- --- -- j I I - --xj I PROVIDE (5) q.5" LVL HEADER PROVIDE (5) 9.5" LVL HEADER PROVIDE (5) a.5" LVL HEADER BELOW WALL ABOVE BELOW WALL ABOVE I BELOW WALL ABOVE i i I W o LLJ I I a I PROJECT: I I ZOITAS RENOVATION 1470 GRANDVIEW DRIVE ORIENT, N.Y. 11957 DRAWING TITLE: PROPOSED FOUNDATION PLAN PAGE: A-10 ;JMUAF DATE: 12/24/12 6 OF 12 FROFOSE7) FOUNDATION PLAN Wi( r wta� y� A SCALE: 1/4" = 1' NEW PARTIAL HEIGHT -- _ EXISTING TO BE DEMOLISHED W WOOD FRAME (L.G. STL. Lu WHEN APPLICABLE) -J EXISTING TO REMAIN -{ �--WOOD FRAME (L.G. i NEW FOUNDATION WALL NEW STL. WHEN APPLICABLE:) I I NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. 5%. POST FOR 4" WALLS ;' J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL H .. POST FOR 6" WALLS), U.O.N. - NEW 2-HR FIRE RATED 0 ! WOOD FRAME (L.G. 5TL.. WHEN APPLICABLE) Z 0 H FLOOR PLAN NOTES D Q 0 i ODOOR NOTE: Lu I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). J 00 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED J OUT ON PLANS BY 'THERMATRU' (OR, EQUAL). - --- -. -- 5.DOOR TYPE TO SELECT Z 4.INSTALL AS PER MANU SPEC.'S J 5.PROVIDE (2) 2"x5" HDR.,U.O.N. 4.5EE PAGE 6-005 FOR ALL OTHER FRAMING 4 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. Q Z r"i - --� SMOKE DETECTOR / GO DETECTOR NOTES: EXIST. '❑ ❑ ❑ -- - - -- --- O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 1 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR COVERED PORCH u) HARD WIRED TO EACH OTHER w/BATTERY BACKUP. NEW (5) q.5" LVL NEW (5) 9.5" LVL NEW(5) 9.5" LVL 2.INSTALL ALL AS PER MANU. SPEG.'s ii FLUSH HDR. O J 0 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR - FLUSH HDR. - - - FLUSH HDR_ - - - - - IN COMPLIANCE WITH LOCAL GORE v NEW F.J. EXIST. O EXIST. W COVERED PORCH N EAT-IN KITCHEN TOM TC XIST WINDOW NOTE: 3 ® v -- -- U1. ALL NEW WINDOWS 8 DOORS SHALL. BE ANDERSEN ui F II V 400 SERIES CASEMENT, DOUBLEHUN&, OR GLIDING Z N LJ.I (AS NOTED); INSTALL A5 PER MANU, SPEC.'S. FOR ® N 71 SUBSTITUTIONS, SEE NOTE #a IN "GLASS WINDOWS _ V - AND DOORS' ON PAGE 0-002 IF CASEMENTkit ASSUME EXIST. _ I HDR. - ➢ V J WINDOWS ALL GSMNT WNDWS SHALL HAVE VERIFY MIN. (5) 2"xIO" �► CA STRAIGHT ARM HINGE WHEN - - - - - { 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDWS TO BE N TILT WA5H = EXIST. 5.ALL &LAZING WITHIN I5" OF FF TO BE TEMP. 6L. BATHROOM 4.SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N. EXIST. FJ ' EXIST. EGRESS NOTE: ❑ - -- -_---- �.; IN COMPLIANCE WITH NEW YORK STATE BUILDING BEDROOM ® I6" O.G. CODE, SECTION R.5I0.2.1;THE FOLLOWING MEANS OF > EGRESS SHALL BE FOLLOWED: t pi �----- -- --__--- - ,' NET CLEAR OFFNINO........... 5.1 S.F. a NET CLEAR WIDTH................ 20 MINIMUM ---- (2) POST TO EXIST. FJ POST ® I6" O.G. ` NET CLEAR HEIGHT............... 24" MINIMUM ~ 0 m u O m _- - ABOVE ( )) 1 '_1 NEW LAUNDRY ROOM: X z X � E 3 z --- - O I. NEW WASH /DRY HOOK UP w ® I ® - - -- -- - 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s EXIST. GREAT ROOM w1 SIZE OF EQUIP. - - - 5.PROVIDE HOOK UPS AS REO'S PER MANU. MOD IED NEW (5) 2"xIO' FJ BELOW L,: EXIST. FJ � KIT HEN WALL ABOVE ® I6" O.G. DRYER EXHAUST NOTE: zz X I. DUCT SHALL TERMINATE TO EXTERIOR N 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY c EXIST. OPENINGS (4) POST TO 5.DUCT SIZE AS PER MANU. ' HDR�51' GL. GIRDS J ' J 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER TO. EXIST. I 5. TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN BELOW _br�- � CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 2 xb CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO ❑ A55UME EXIST. HDR. ASSUME EXIST.HDR. `t EXIST AIR / NEW LAUNDRY - -- - - - - RETURN - EXCEED 8 FEET AND SHALL BE LISTED AND LABELED NEW (5) q.5" LVL 5 � I - HDR. N � � ! � ROOM IN ACCORDANCE WITH UL 2I55A. BATHROOM ; 31 S.F. ,�4�- 6.EXHAUST DUCTS SHALL BE MIN 0.0I6" THK RIGID v METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST EXIST. EXIST. - DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL GL. V / VENT GL. _ _ SGREW5 _ ---- -� _- 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE 4'-3 y2' x - MAX. LENGTH OF THE DUCT SHALL 13E REDUCED 2.5 FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES PROVIDE ib" O.1 O. STUD WALL --_ G.;5" OF FOAM j NOT INCLUDE THE TRANSITION DUCT. D INSULATION = R-21;PROVIDE " TYPE "X" I HR. RATED &YP5UM '2 j NEW EXHAUST FAN SHALL BE INSTALLED WHERE - ; ® GARAGE SIDE OF WALL w j OS VENTILATION IS NOT MET BY MEANS OF NATURAL EXIST. LIVING 2 CIRCULATION ROOM - - 2 I OUTDOOR SPACES AS PER NYS MEGH. CODE SECTION (' O NDOVq5 OR 405.5.2.5 ISTAL I AS PER MANU. PEC ORS TO ❑ - --- O NEW ATTIC AGGESS - PULL VON STAIR: I. MIN. 550 # CAPACITY EXIST. FJ EXIST. FJ -- - --I-- --- 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENIN& (MIN. ® Ib" O.G. ® I6" O.G. EXIST. FJ EXIST. FJ 22"x50") ® I6" O.G. ® I6" O.G. ui 5.DEL. FRAMING WHEN NEW OPENING X Q 4.INSTALL A5 PER MANU. SPEC.'S Lo Ij 5. CONSULT H.O. FOR PR.EC15E LOCATION OF AGGESS EXIST. DINING EXIST. OFFICE PROJECT: ROOM ZO ITAS I RENOVATION ! EXIST. GARAGE -- - - 1470 GRANDVIEW DRIVE - --- - --- - ORIENT, N.Y. 11957 DRAWING TITLE: PROPOSED FIRST FLOOR PLAN j PAGE: A-10"7000 �I j DATE: 12/24/12 6 OF 12 --------- ---- ---------- _ �J p ARC- i p FROFOSEI�) FIRST FLOOR PLAN 2,-714 S.F. HABI7A3LE SFA(f E; 5,450 S.F. GROSS AREA SCALE: I/4" = I'-o° _ ��,9T 037,0° FOF l g. 0E I ` ERAL 5 I �50L ICE I : �.. NEW PARTIAL HEIGHT _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. W WHEN APPLICABLE) P J EXISTING TO REMAIN NEW FOUNDATION WALL NEW WOOD FRAME (L.O. STL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 1 �,j J WOOD FRAME (L.5. 5TL. POST FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL H P05T FOR 6" WALL5), U.O.N. NEW 2-HR FIRE RATED 0 WOOD FRAME (L.O. 5TL. WHEN APPL I GABLE) Z O FLOOR PLAN NOTES iu O - Q � DOOR NOTE: W O I. INSTALL NEW INTERIOR DOORS WHEN GALLED J OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). --- --- --- - --- J 00 2.INSTALL NEW EXTERIOR DOOR�i WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). Z � O 5.DOOR TYPE TO SELECT ! ti 4.INSTALL AS PER MANU SPEC.'S ' 5.PROVIDE (2) 2"x5" HDR., U.O.N. 4.SEE PAGE 5-005 FOR ALL OTHER FRAMING Z d' ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. - - -- 1- -1 - - - - - - -- -- -- - - --- -- - - - - - t� -- - - -- < z II=_- -- -- J I, - -- - � W J N SMOKE DETECTOR / CO DETECTOR NOTES: O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 3 3 3 3 3 3 3 3 3 3 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR NEW D.H. NEW D.H. NEW D.H NEW D.H. NEW D.H. NEW D.H. NEW D.H. NEW D.H. NEW D.H. NEW P.H. y � _ Lo HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 3'-6"X4'-8" 3'-6"X4'-8' 3'-6'X4-8" 3'-6"X4'-8" 3'-6"X4'-8" 3'-6"X4'-8" 3'-6"X4'-8" 3'-6"X4'-8" 3'-6"X4'-8" 3'-6"X4'-8" ( 0 Q 2.INSTALL ALL AS PER MANU. SPEC.'S 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR _ _-- IN COMPLIANCE WITH LOCAL CODE NEW (2) 1.25" LVL NEW (2) 7.25" LVL NEW (2) -1.25" LVL =__- NEW (2) ' 25" LVL HDR.; I W HEADER HEADER HEADER 2Qxba PROV. DBL KING BTWN. WINDOW NOTE: ( i L/ EA. WINDOW O I. ALL NEW WINDOWS $ DOORS SHALL BE ANDERSEN `J - 400 SERIES CASEMENT, DOUBL.EHUN5, OR GLIDING - - - - - - -- -- -- - - - --- - - - - - - (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR 13,_Q„ SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS AND DOORS" ON PAGE: 5-002 IF CASEMENT WINDOWS - ALL CSMNT WNDWS SHALL HAVE MODIFIED N- ( (� J STRAIGHT ARM HINGE WHEN BEDROOM CL, 225 S.F. Q S 201S.F. Q 2 xb 1 TILT k4A5H 5.ALL GLAZING WITHIN IV' OF FF TO BE TEMP. 5L. O 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE � 4.SEE PAGE 5-005 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N. - ► EGRESS NOTE: r u V tt \ Q a 1 u v p L T dJ O 2 xb 2 O d) O I, IN COMPLIANCE WITH NEW YORK 5TATE BUILDING MODIFIED _ �_ � � _�� •�-- _ „ w CODE, SECTION R3I0.2.I;THE FOLLOWING MEANS OF � BEDROOM ry � -ry 20 4 cv- MODIFIED 1 EGRESS SHALL BE FOLLOWED: - _ NEW LINEN 6 3-O NEW LINEN I I tf 238 S.F. ® 1 T 3-6 z ® B�D8 OOM NET CLEAR OFENINO........... 5.'7 S.F. I I ! ry I' NET CLEAR HEIGHT............... 24" MINIMUM i I GL• 2 GL. - --- - ---- --- K r - C1 NET CLEAR WIDTH.............. I 5 I ... SM/GO - --- ... 20' MINIMUM NEW LAUNDRY ROOM: ! Q a NEW ry DBL. Q a NEN ry 1 I DBL. POST 2 xb 2 xb DBL. POST ! O 1. NEW WASH /DRY HOOK UP L TO HDR. BATHROOM T P05T ' BATHROOM i TO HDR. 2.COORDINATE LAUND. ROOM € :DOOR DIM.'s 65 S.F. � TO HDR. 65 S.F. 0 3.PROVIDE HOOK UPS AS REC�5 PER MANU. w SIZE O QUIP. I SM/CO DRYER EXHAUST NOTE: ry 1. DUCT SHALL TERMINATE To EXTERIOR 5 4y2 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY OPENINGS NEW 5.DUCT 51ZE AS PER MANU. GL. 2¢xba - v , 4.DUCT SHALL BE EQUIPPED w/ A BACKDRAFT DAMPER 3I S.F. w 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN _.I m 2¢x $ v u� v P '• I ?• CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 8-'I/ CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM I V2 3'-�jY2" NEW SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO B 5M/00 HALLWAY EXCEED b FEET AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 2158A. NEW ., I 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID I I BATHROOM r /� b-i S.F. - METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS ! � 2¢xba _ _ RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST EXIST. p - INSULATED Q 5 ON y i SM/GO i DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL z , x I t� x SCREWSII cu I 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 5_ 4 I i LOCATION TO THE WALL OR ROOF TERMINATION. THE I /� NEW MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 I / � �, I FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° ROOM ( 24xb8 I 5-O 20'-6' BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES L NEN p I NOT INCLUDE THE TRANSITION DUCT. W� WENTCLyy 22 S.F. �t - Z - -NEW EXHAUST FAN SHALL BE INSTALLED WHERE FUTURE O I w O 5.0 ;,..:• m PLAYROOM 2 3ROOM ! O 5 VENTILATION I5 NOT MET BY MEANS OF NATURAL URGULATION THROUGH WINDOWS OR DOORS TO - 3'-O" 3'-O" r 2 OUTDOOR SPACES AS PER NYS �1ECH. CODE SECTION 2 _ _ I V 405.3.2.5; INSTALL A5 PER MANU, SPECS J 4 a 10'-4y2" i UNFINISHED 6 � 1 �---- --- --- - 1_ / OPEN TO SM/GO xb nl -� _ UNHEATED W - - -- --- --- ONEW ATTIC AGGE55 - PULL DOWN STAIR: ((Z, BELOW \ 0 I. MIN. 550 # CAPACITY - NEW - 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. -- -- -- --- NEW LIVING I BATHROOM 5 E-2.x6 I I � 22"x50) 5.DBL. FRAMING WHEN NEW OPENING _ 1 Q 4.INSTALL A5 PER MANU. 5PEC.'s ROOM 5. CONSULT H.O. FOR PRECISE LOCATION OF AGGE55 188 S.F. - - - -- 1 PROJECT: � I ZO ITAS I • RENOVATION EXIST. - STORA0E - --- ---- - - __ _ -- - -- --- 1470 GRANDVIEW DRIVE ORIENT, N.Y. 11957 « - DRAWING TITLE: I i PROPOSED SECOND FLOOR PLAN I I I I PAGE: 105m00 I I I DATE: 3/4/21 8 OF 13 _91 ����`� t !. t 0 J FROFOSF_I7 SECOND FLOOR PLAN SCALE: 1/4'" = 1'-O" 2,154 S.F. HAE 17AE3LE Si�AGE; 2,154 S.F. Ofi�OS5 AREA t,h l< 14., «y� d ELEVATION NOTES Q OI W HATCHED AREAS INDICATE NEW WORK (TYP) W , J ONEW ROOFING: I. SEE NOTE ® SECTION Q 2. ROOFING TO MATCH EXIST. COLOR d STYLE BY 'GAF' (OR EQUAL) (MIN 30 YR. WARRANTY) ONEW SIDING O SEE NOTE ® SECTION H NEW NINDON(S) t�4 AS PER PLAN d FOLLOW EXIST. HOUSE PITCH ( j 3" i E" € ! E I 2 = E ,E € E E E _........_. ... ._.._....a..._..._..,....._..._._._.a.._..._............a_�.....w... .... ._. ..._.._ . O O .a ..... EXIST. HOUSE ........._ __._.. _ _ ____._._ { # , .: PITCH : F—_-_.. ................................................................. 3 E 3 3 t # e ..... .... ......._. ..............., ....m a..........aa__,a rv,::am�:__...,,.,."xv.._........vav_:�:w: :<.....,a....x..ma.._....a.xa,..aaaam.m...m.....xe...e... .., ay.a.,v......._v.....aa._, a..._..__.m.aaaaavav_...xa._u.............a...... - vxv.xva..xa...a.�:....a.a, ax, _m. t ` i a.. E ..,.......••..- a,:.,v�..:::_::._ .-..•-. .....«v,aawv•.•••ea,-au,vmwvu�w...•..vmavawxmuvv�av_vaw,_•••••••_••vaem�.v:wvaaaw.aawvw �—aaaavaaaav,aawmv yy M m .aaa ., a wua ...........x,-wr.�,maaemnmawrwvx wawam�u.....xaaaav,mwaw ,aaavH.vaay......., mvem....._.aawww......x„aaawaavaa.. ,aac f { ' emawaaaaw " _ i I J € { J : { _ _ ..............o...r._.................m_................aa...w................ ...... „w...._.....�.�................waw,w...... ,..,.,....w.w«.ea ...._. _.__...<....... .�. I 1 I E { E I I tt .... .. _.F E . E r i T Z 33 ' E _. w { {e I _.. .._I Q Z r-I - I u.._.._a_.... _a � ! ! �. ! N i � I LL ...E I I 7} i Lo Lo I I_. .. I..._J ..�.. I --- - - - --- I 3 r'i _J O 17. 4 4 4 �4 4 4 4 4 4 4 uj U-. __.........._..__. ... _____.__..._._...__._ __.__.... W = J Li L— I - I I I I I I a I I I I I II I I I I I I I i` � I i I i I i I' I - - — - ----- ---—-- I I I i I I I I i I I I SOUTH ELEVATION (FRONT) I SCALE: 114" = 1'-0" I I i i � I i z w O ._ .... ....._....M.,.... ..e.....»,...-.__-�,..�..,. ..._.. ..........�.... —_..... 0 � I PROJECT: ZO ITAS - RENOVATION 1470 GRANDVIEW DRIVE ORIENT, N.Y. 11957 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS -- PAGE: AR AO%k Amok A-2ULOO II � I I II I I DATE: 12/24/12 9 OF 12 - I i � III li I C I IIIII II I i I ¢V-p ARC FAST ELEVATION RIOHT SI )E) SCALE: 114" = 1'-0" x CL ELEVATION NOTESLLJ Q O HATCHED AREAS INDICATE NEN WORK (TYP.) w E J !. ONEW ROOFING: I. 5EE NOTE ® 5ECTION Q 2. ROOFING TO MATCH EX15T. 001_OR d 57YLE SY 'GAF' (OR EQUAL) (MIN 30 YR. WARRANTY) ONEEW 5IDINO 5EE NOTE ® 5ECTION H NEW KNDOVO) O4 A5 PER PLAN 0 Z O H Z Q o w J J 00 Z (� ri � O Z >" 4 � Z ri N LL w C4 Lo ri r- Lo TA _ O w ; r w � F— U 2 J _. _�__ .___ __._._. __..._ _._..__....____.------__ 1 2 ;I ILl 1 } v j I 1 ,I � I i W ! _ I I �I i I� �f O II U I I I i i -- - - Lij I � Q I I Lj 0 j PROJECT: ZO ITAS NORTH ELEVATION (REAR) RENOVATION SCALE: 114" = I'-a" 1470 GRANDVIEW DRIVE ORIENT, N.Y. 11957 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS PAGE: A-zvzmvv DATE: 12/24/12 10 OF 12 Pp T� t �4 ,® A OF 14 i BUILDING SECTION NOTES a r a : Q NEW ROOFING NOTE ( 1'P.): W 0T W I. INSTALL NEW GAF ARCHITECTURAL 30 YEAR SHINGLES; J MATCH EXIST. COLOR 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM IN51DE FACE OF STUD WALL AND AT VALLEYS Q OVER 3. INSTALL 15 # BUILDING FELT (U.O.N) OVER 4.1/2" GDX PLYWOOD 5HEATHING (BLOCK ALL SEAMS) 0 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REOV) J b.PROVIDE RIDGE VENT(A5 REOV) J 1. FLASH ALL VALLEYS S.INSTALL DRIP EDGE AS REO'D a. INSTALL ALL AS PER MANU. 5PEG.'s 0 IL O TYPICAL ROOF 8 CEILING CONSTRUCTION: • NEW ROOFING AS NOTED NEW HEADER 0 • 1/2" GDX PLYND 5HEATHING (BLOCKING ® ALL AS PER PLAN = PLYWD 5EAM5) PROPOSED RID_OE HEIOH_T ___________________________________ ~ • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS OVER 5' INSTALL "X" BRIDGING ® CENTER OF ELEV. +25.5' Q a SPAN, U.O.N.) • MIN. OF R-44 SPRAY FOAM INSULATION uj 12 _J NEW DORMER- 41 PLAN 2 —j QO TYPICAL EXTERIOR WALL 00N5TRUCTION (TYPJ:O PAR Z v O• UPON "TYVEK" HOUSE WRAP (OR EQUAL) NEW I"x&" AZE� — — —" RR C.T.A5 PER PLAN O • UPON 1/2" GDX PLYWD. 5HEATHING (BLOCKING ® FACIA;OR EG2UA II J e-I ALL PLYWD 5EAM5) HEPIPEP, ABOVE ALL NEW NEW NEW NEW • 2"xb STUDS ® I6" O.G. w/DBL. TOP PLATE WIN OW5 4 DOORS BEDROOM BATHROOM HALLWAY BEDROOM Z �': 4 Z N • MIN. R-21 INSULATION (3" SPRAY' PE FOAM) I 14 PAN 5/8" GYPSUM BD. WALL FINISH i • LL W (D NEW SIDING NOTE (TYPJ: BI O I. INSTALL NEW CEDAR SIDING o-003 O Iul) u) 2.15# FELT PAPER (OR EQUAL) O O 3.INSTALL ALL AS PER MANU. 5PEG.'s �' 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION W 5. SIDING SHALL EXTEND TO TOP OF 4 FOUNDATION WALL EX15TINO SECOND FLOOR ELEV. +12.6 -----� 3 U \----------- —-—- - W = J Q -i a EXIST. NETBAR MODIFIED EXIST. EAT-IN KITCHEN DINING K I TGHEN ROOM EXIST. 17IR57 FLOOR ELEV. +I.-l' ------�. �---------- -—-— BASELINE ELEV. +- -—-—-—-—-—-—- III ill EX I5T. BASEMENT i I I SECT 1 Oil I —I/A-301 SCALE: 1/4" = P-O" cn z w � I w a o i PROJECT: ZO ITAS RENOVATION TYP. ROOFING (SEE —------- SECTION NOTES) -- ----- "-- -- - --- ----- -------- TYP. ROOF CONSTRUCTION 1470 GRANDVIEW DRIVE (SEE SECTION NOTES) 5 P��PLAN ORIENT, N.Y. 11957 Rom' A TITLE: G.J. AS PER PLAN DRAWING ------- - - -_---- BUILDING SECTIONS DESIGN DETAILS FASCIA BOARD BEAM AS PER PLAN PAGE: "51MP5ON" PG64 0 0 :1. 0 0 (FOR 3 PLY BM) "SIMPSON" 5052-2/4 (FOR 2 PLY BM) DATE: 12/24/12 11 OF 12 TYfi�. ROOF DETAIL. s �,D ARC a Grey hsp <f C� -�, A-301.00 SCALE: 3/4" = I'-O" 03740 F OF NE " (L Q 0 W W J Q I J_ F— Z O Z Q � W J J 00 Z M CD az4 u_ w0 ti = Lo � � O W U W �= U U J Q 4" FRESH AIR VENT o I THROUGH ROOF I I I i I Q —iI I FULL BATH __r_----- LAUNDRY FULL BATH FULL BATH i FULL BATH i, - - _ —- - _ -- ---_---- r—�— ,------ o FULL BATH FULL BATH FULL BATH FULL BATH LAUNDRY 2"I1 „1 i:2111 �� 2"i1 -2�I1 I I pQ I I I NOTE:i I22I � IL ALL PLUMBING WORK 12" B I I I', 1 2" g I I PROVIDE "ABESGO FP200 FR O I GAL P U N SHALL CONFORM TO O I 1 1 ( I I I I', 1 I EXPANDING FOAM" (OR EQUAL) w Q4 (�4 Q4 LOCAL L MBI G CODE I I I I I I C I AT ALL PENETRATIONS IN FIRE N I Q4 144 I Q4 1 Q4 Ul I I I I ! RATED WALLS AND 1 v Q Q I I I I I FLOORS/CEILINGS. PRODUCT qa I v Qa I Q4 I K q4 I 15HO14E - - - SHOWER - - - I -i SHOWER - I j. ISHOWER 1 1 l - wASF+eR ASTM E 54, AND UL 14'ta 7 1� �z I I� W.G. zp��I� I I� �5zk) z�13 I �� W.G. z�l =I IU W.G. sO i LEGEND I- I 1- I I- I- I 2 CONFORMS TO ASTM E 514, I 2 2 g I 2 _ v f I_ m :U I 1- I jv I I_ m v j� HOT SUPPLY G.O. Ni IN SHOWER NI Iry iv1 IN 5HOWER NI j� NI N SHOWER NI I� Ni I- SHOWER NI IQ 31 N E-------I - --- -- - - ---- -- - - -- - - - -- -- -- - -- -- - - _ -I _I A - -I �_ -I wASFtER - _..I .._..-.. ..-I1 _..I .._.._.. ..- ._..I _� _.._.._.. . _.. . � .._.._..-..-.._.tom_.._.._.. _.._l._.._. _.._.-� -1 GOLD WATER w WET BAR FULL BATH LAUNDRY NOTE: --------- -----____-- — — 1 �.._.._..� -- -- -- -- - ----- -1- --- --- -- � ALL PLUMBING WORK ----------�------_-_-_�-_-_------�--_--_--_--_�___------__�--�---------- -----.---- - i i SUPPLY � I 0 a r 7 LOCAL PSHALL LUMB NG CNFORM ODE - _ I FULL B NET BAR ATH LAUNDRY I j PROVIDE 'ABE500 FP200 FR O __ IT 1 O _ I I EXPANDING FOAM" (OR EQUAL) I 3 AS REO D Qr I I AT ALL PENETRATIONS IN FIRE --_-_--_ - _---- -— -- 1 I GLEAN OUT 1 r 2 I I I RATED WALLS AND ij 12" I I 12 O c�a I FLOORS/CEILINGS. PRODUCT I I EXIST. F.A.I. TO 0 T 11 1 CONFORMS TO A5TM E 814, ui u- 11 i ' I 2 i REMAIN � � 4 ASTM E 84, AND UL 14'19 Q SHOWER w I I v (1 I 1 PROJECT: - YVASHER - -- - - - -- - - - - NI I SHOWER ivI ivI j� I I G.O. 3 2 z1 I- zI ry �v I - - - _-_ -_ -- - - _ _l.............. � -_--- - -: ZOITAS 4 - 4" HOUSE RENOVATIONMAIN DRAIN G.O. CONNECT TO Ij � 1 � EXIST. WATER z 4" SUPPLY SYSTEM I (TO SEPTIC I TO STREET 1 N I SYSTEM rWATER MAIN �I 1470 GRANDVIEW DRIVE tu I ORIENT, N.Y. 11957 N Ii Q I ; - ---- - ---- - - - - - - N j DRAWING TITLE:---------- -- - w BOILER PLUMBING RISER DIAGRAMS FL.UME3 I NO RISER - DRAIN / hIASTE / VENT SCALE: NTS FLUME I NO RISER — SUFFL.Y SCALE: N75 PAGE: 0 --- 0 .e. ■ r Ilk DATE: 12/24/12 12 OF 12 4_.:; � b SE/)rs APPM L= Lu MAY 2 1 FA5E <ENio*'o : 0 z PROJECT LOCATION & SCOPE f;PENC\/AT7 FIRST AND SEC,OND FLOOR SITE PLAN & ZONING DATA GENERAL NOTES ADDED 70 THE REAR OF SECONL-,� FLOOR z H16H V4ATER LINE DECEMBER—77, IcI0111 LLJ INS-TALL 1000 OAL. f= ROFANE TAN< tNtRA NbfES RE��O\/E AND REFLACE FURNACE AND NATER HEATER ENERGY TABLE 00 >STRUCTURAL DESIGN CHARTS z 0) (D FROJEOT ZONIN5 DATA C) STRAPPING, & NAILING DETAILS TAX MAP # J��L FASTENING SCHEDULE z u- _j c� ZONIN5 P15TRICT R-40 CONFORMIN5 LLI IQo BEAM CONNECTION PATTERNS Lf)I%- Lo L07 AREA O.cl ACRES—----- PROPOSED DEMOLITION PLANS o A COASTAL ER05ION HAZARD 11 i 1 .2-1 ACRES AREA LL1 CERTIFICATE OF O00UFANr,r #Z-51414; 0112510(o INE7LAND5 D157RIr-,T YES N/A A- 1 02 .00 PROPOSED DEMOLITION PLANS UJ BOTTOM OF SLOPE DEC P15TRICT NON-JURISDICTION 0 HA517A5-E 5FACE EXISTINO fDROF,05ED, ATION PLAN PROPOSED FOUND FIR5T FLOOR AREA 2050 S.F. 2,114 S.F.SECOND FLOOR AREA 2,050 S.F. 1 2,154 5 F.4 707AL EEDROOM COUNT 4 PROPOSED FIRST FLOOR PLAN Top BLupF L07 00VERAOE DESr-,RIFTION (FOOTPRINT) AREA % LOT POSE DISECON COVERA6 E 707AL L:�7 AREA - LANPV4ARr;) :2-1,442.e� S.F.OF 0EH,4 EX15TIN5 BUILDINO 5,440.0 S.F.A EXISTINC:;, COVERED FORr-.HE5 560.0 S.F. !I 13% PROPOSED ROOF PLAN AfM z U- TOTAL AREA OF ALL 5TRUOTURES 5'e00.0 5.F. I z MAXIMUM COVERA5E ALLONED; 2096 _j PROPOSED EXTERIOR ELEVATIONS a.Lu ca Lu PROPOSED EXTERIOR ELEVATIONS 0 U,Z- --------- ui z BUILDING SECTIONS <DESIGN DETAILS III,i 0 z ui 0 0 DWV WATER SUPPLY RISER GAS RISER EXISTINO 04.......RE COVE 2ND FL OR................................. 0 ...........FOROH DORMER.I...... .. . .... Lo I7 7 PR IOJECT: HOUSE IIEXISTINO 2 STORY ZOITAS nq R ENOVATION z_1 0 I1470 GRANDVIEW DRIVE ORIENT, N.Y. 11957 I _7 DRAWING TITLE: 0 BURIED 10 0&AL.TANK PROPANE PROJECT LOCATION & SCOPE IISITE PLAN & ZONING DATA IIPAGE: IIIGmuolmol ;p-—-—-—-—-—-—-—-— —-—-—-—-—-—-— i.f DATE: 05/18/21 I E N IIIII1 OF 13 R A N D _�A FULL SITE FLAN SOALE: I'-O" 20'-O" t I4 7/k 7E S LOGATION MAP------ SCALE: NT,5 0EI ` ERAL I �50L E I : _ NEW PARTIAL HEIGHT EX15TINO TO BE DEMOLISHED Lu WOOD FRAME (L.G. 5TL. EXISTING TO REMAIN WHEN APPLICABLE) J NEW WOOD FRAME (L.O. NEW FOUNDATION WALL Q 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.O. 5TL.. POST FOR 4" WALLS a J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL N POST FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED d WOOD FRAME (L.O. STL. WHEN APPL I GABLE) Z d. O F _ Z FOUNDATION PLAN NOTF-5 PROPANE TANK: f OI 1. BURY 1000 GAL. TANK 00 FURNANCE: 2 I. REMOVE AND REPLACE (RHEEM 115,000 BTU � �- ---'-- --- ------— Z � e-I � Y 0 O OAS FURANGE Z }, 4 MODEL #W95TGI151524M5A (OR EQUAL) i Q ZLL r-I LL N WATER HEATER: w C4 O3 REMOVE AND REPLACE (RHEEM 120 OAL. 36K Lo m r"I 45OV O Q Lo MODEL #3365541 LLI LLI F- U U U W' Q E EXIST. - BASEMENT - -- --- — N — xa I Z U PROVIDE (5) 9.5" LVL HEADER PROVIDE (5) 9.5" LVL HEADER PROVIDE (5) 9.5" LVL HEADER BELOW WALL ABOVE BELOW WALL ABOVE BELOW WALL ABOVE off - w Y Q I I II w Z o Z cr w iL It V 0=0 W - -- I Z oLo I PROJECT: I I ZOITAS RENOVATION 1470 GRANDVIEW DRIVE ORIENT, N.Y. 11957 OAS LINE DRA--WINGTITLE: PROPOSED FOUNDATION PLAN r 1 PAGE: A-10 3 ■ 0 JL I � DATE: 05/18/21 6 OF 13 <; ,f r - ff FROFOSED FOUNDATION PLAN p i SCALE: 1/4" = I'-O" - e - I E OE I ` ERAL S I �50L <E I Q _ NEW PARTIAL HEIGHT In EXISTING TO BE DEMOL_15HED W WOOD FRAME (L.6. STL. EXISTING TO REMAIN WHEN APPLICABLE) J I NEW WOOD FRAME (L.6. NEW FOUNDATION WALL a STL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.6. STL.. ❑ POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. I- 0 NEW 2-HR FIRE RATED O WOOD FRAME (L.6. STL.. d WHEN APPLICABLE) Z , O F- FLOOR PLAN NOTf-5 Z D Q � �� T O DOOR NOTE: w1. INSTALL NEW INTERIOR DOORS WHEN GALLED p OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). J J 00 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 5.DOOR TYPE TO SELECT J r{ 4.INSTALL AS PER MANU SPEC.'S -- -- --- ---- - - - O 5.PROVIDE (2) 2'xb" HDR., U.O.N. 4.SEE PAGE 6-005 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. Q Z T-1 SMOKE DETECTOR / GO DETECTOR NOTES: LL- N - - - 2 El El ElEXIST. I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT - SMOKE /CARBON MONOXIDE COMBINATION DETECTOR COVERED PORCH Lo HARD WIRED TO EACH OTHER w/BATTERY BACKUP. I NEW (5) q.5" LVL NEW (5) q.5" LVL 7NEN " LVL Q 2.INSTALL ALL AS PER MANU. SPEC.s r'I J O 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR !L _ FLUSH HDR. _ _ _ FLUSH HDR_ _ _ FLUSH HDR._ IN COMPLIANCE WITH LOCAL CODE v 0 NEyy F.J. EXIST. O EXIST. w COVERED PORCH N EAT-IN KITCHEN To MATO EXI5T � OWINDOW NOTE: LL I. ALL NE400 SERIES CASEMENT, DOUBLEHU��6, OR GLIDING z ® SDI`, U 3 W WINDOWS 8 DOORS SHALL BE ANDERSEN (A5 NOTED); INSTALL AS PER MANU. SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS V AND DOORS" ON PAGE 6-002 IF CASEMENT ASSUME EXIST. HDR. I WINDOWS - ALL G5MNT WNDW5 SHALL HAVE 5TRA16HT ARM HINGE WHEN e _ VERIFY MIN. (3) 2"xl0" _ _ D, 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE TILT WASH II I EXIST. F:•.. 5. ALL GLAZING WITHIN 18" OF FF TO BE TEMP. 6L. 3_q BATHROOM 4.5EE PAGE 6-005 FOR FRAMING ELEMENT5 AROUND TI d WINDOWS (TYP. FOR ALL) U.O.N. . \\� CODE SECTION R510.2.1 THE FOLLOW N6 MEANS OF ❑ 1 _ EXIST. FJ B EORE55 NOTE: EXIST BEDROOM ® Ib" O.G. EGRESS SHALL BE FOLLOWED: ; -- -- ®xb FJ NET CLEAR OPENINO........... 5."1 S.F. (2) POST TO _ � - ____ P05T �F /- NET CLEAR HEIGHT............... 24 MINIMU"-f m ABOVE NET CLEAR WIDTH................. 20" MINIMUM v U mN - i I' N _ t-: U1 �NO W --- - O NEW LAUNDRY ROOM: x z x �° = � ---II K UP EXIST. GREAT 2.COORDINATE LAUNDORO M 4 DOOR DIM.'s w ® I w ,� -- - -- -w/SIZE OF EQUIP. ROOM - 5.PROVIDE HOOK UPS AS REO'S PER MANU. - NEW (3) 2"xl0" FJ BELOW - - EXIST. FJ AKITHEN WALL ABOVE ® Ib" O.G. j DRYER EXHAUST NOTE: z- - x I � 1. DUCT SHALL TERMINATE TO EXTERIOR Z 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 711 OPENINGS (4) P05T TO EXIST. D PER 4.DUCT SIZE AS PER MANU. 61RDER I i CL. BE - - 5. DTRANSITIONLDUGT505HAL�NOT BEPGON EA LED WrITHIN li I TOP EXIST. DR. T O CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO BELOW O -3'-O"-- -2-8' 2axba � CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO EXCEED 5 FEET AND SHALL BE LISTED AND LABELED _ _ NEW (5) q.5 LVL ' _ RETURN 5 - _ NEW LAUN ❑ `t ASSUME EXIST. HDR. ASSUME EXIST. HOR. EXIST AIR DRY n. IN ACCORDANCE WITH UL 2155A. HDR. NEW ROOM ter+ w 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID BATHROOM `� 31 S.F. 4 d1 METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS > RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST ;', EXIST. EXIST. O VENT � DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL GL � � v 1. MAX.. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER N 8-8 -- _ o 4-3y - - -___ Z LOCATION TO THE WALL OR ROOF TERMINATION. THE 2 w Y MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 a FEET FOR EACH 45 BEND AND 5 FEET FOR EACH q0 BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. ' PROVIDE 2"x4" STUD WALL ® w p - Ib" O.G.;3" OF FOAM Z I D - INSULATION = R-21;PROVIDE N a to TYPE "X" I HR. RATED GYPSUM f- O NEW EXHAUST FAN SHALL BE INSTALLED WHERE O VENTILATION 15 NOT MET BY MEANS OF NATURAL a EXIST. LIVING �- I ® GARAGE SIDE OF WALL CIRCULATION THROUGH WINDOWS OR DOORS TO ROOM ❑ O OUTDOOR SPACES AS PER NYS MECH. CODE SECTION 405.5.2.5; INSTALL AS PER MANU. SPECS U m Y LLI NEW ATTIC ACCESS - PULL DONN STAIR: I. MIN. 550 # CAPACITY EXIST. FJ EXIST. FJ 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. ® Ib" O.G. _ ® Ib" O.G. EXIST. FJ EXIST. FJLU N 22"x30") c N Q 5.DBL. FRAMING WHEN NEW OPENING ® Ib" O.G. ® Ib" O.G. 4.INSTALL AS PER MANU. 5PEC.'s 5. CONSULT H.O. FOR PRECISE LOCATION OF ACCF-55 PROJECT: EXIST. DINING EXIST. OFFICE ROOM ZO ITAS RENOVATION - - - EX I ST. _ ' GARAGE - - -- - - 1470 GRANDVIEW DRIVE ORIENT, N.Y. 11957 DRAWING TITLE: _ PROPOSED FIRST FLOOR PLAN o ` in - � E: BURIED 1000 GAL. } PROPANE TANK . -1 -0 4 0 JL l - ' i { DATE: 05/18/21 7 OF 13 I FROPOSED FIRST FLOOR FLAN °s 2,114 S.F. HA51TA5LE Sfi AGE; 5,450 S.F. OROSS AREA SCALE: I/4" = I'-O" y _ F I / ; Q I: t W W J Ef�^'"�� ..�pd-.\�...m\d..`W""V'-.�,`.•.�`.�^'.`V..•.�.^.,�,,....�...,,,„."....\d'..4""�,""ye..'yy^"\.."'.,\•,....\+'•,�,.""`."„\d'..\+",.�.�,�W".�.'-y+.^..�„"�V....`v'.",�,..'.`v"'.V"..y�/_"\r `�s'""'.\.d"�,�.Y"Y""`4"".\!-..`ti.`....W`�„"4`W`�F.."W.""W""\+^..`�/"'.\/'."Y...`F'r•••�V' Q � O t J } _J 0 H a Z O H Z Q o Lu p J v i > O J 4" FRESH AIR VENT k J !�-1 L I L THROUGH ROOF < O Qo ! � Z >: 4 U 3 1 r Q Z Ti - - -- - ------------- N Q 1 lei) W (D 1 ~O N°-E: - -- -- -- - -- - i - - LAUNDRY W I FULL BATH 1"ULL BATH __-FULL BATH I FULL BATH LAUNDRY ALL PLUMBIN6 4 FUEL 6A5 WORK Ili O SHALL CONFORM ---__r- IL TO LOCAL Lu L PLUMBING GORE B _- FUEL OAS ° r ��I ° 2 2 1 I 2 1 2"I J r w 2 J f I 2 m IL f 12" B i I I ! 1 2" B I = PIPING PENETRATIONS: U J 1 2 1 2 2"I 1 I 1 2 p I I I, I 1 1 I I I I. PROVIDE "ABE500 FP200 FR O 1 2 15 I I (.? .B I ► I I I I 1 I I EXPANDING FOAM (OR EQUAL) - ----- - - - -- — I PROVIDE ABE5G0 FF200 FR DRYER a EXPANDING FOAM" (OR EQUAL) v I I WIO I WIN ( AT ALL PENETRATIONS IN FIRE AT ALL PENETRATIONS AT WALLS N I I I I, I RATED WALLS AND -- - - - -- ,-. - AND FLOORS/CEILINGS. WN• 1 FLOORS/CEILINGS. PRODUCT I I W { I I 15HOWER ISHOWER 14 I 15HOWER I- 1 1, 15HOWER I- I 2" CONFORMS TO A5TM E 614, 2.PRODUCT CONFORMS TO A5TM E , - I WASHER &14, A5TM E &4, AND UL 14"i9 2 2 t I A5TM E 84, AND UL 14'!9 G.O. - - 2T;;iiF - J 2" 3��I �� G.O. I �I KITCHEN LAUNDRY NET BAR FULL 5ATH LAUNDRY NOTE: O ALL PLUMBING WORK SHALL CONFORM TO w " LOCAL PLUMBING CODE ~ IL �} r--_ 2„I i I GLEAN OUT RAN6E ? t- 12„ 1 12 51, AS REQ'D v �� I EXIST. F.A.I. TO W. REMAIN ISHOWER w 1 - / - - -- - -- - - - -' - WASHER 3" 2 z G.O. G.O. - - LL G.O. `�'" z � 4" HOUSE t W y G.O.' I U MAIN DRAIN F u TO SEPTIC z 4 i � SYSTEM ca FURN. :FUP,]NNEW I ' I I _J Y - - - LLJ W I Z OAS RISER - SUFFL. r Z FLUME3 1 NO RISER - DRAIN / NASTE / VEIN � � � I i , I 50ALE: NTS s _, o �.., - . »..,^.-. ,...,\+.._\,,... ,,.....\,.....\,....„\.-.�.....„..,,4+,.,,\ 4"...4,....a,.... ....`_.., ,,._ .._'\«....�.....�.M��,._ ....�...... \.....,4^..�^..�v:....\«....4,....\...„,.,. ,.. .^ ✓^V^V. ....•ham^`. .. _ .. _^ .. - 5GALE• NTS 2 �;....\,...\,....�.....ti„"..„�....„......` :"�....„ .....\...`....w.. +...4...\+-.M....y,...„....,\.,...,\.....�..„��,d„\W-,\F.-.�,,....\•.^"�`""v^.\."`\;^Wd^.y,«"'.�,»..,4+_,V".-"W„,�,....\,..•.,\..^b^."'vd"w'",ti+^•�„^�,."M'""\r"„�,..-.\,,.....,�,.-.yd..y,.-.,ti'"`yd'"^P+.r^v'^`\/'"\.'"\.�^axe'"v"`v^'\.,,"„!d"'\d."\�,^"'\.^"`\^"`�,,.` ='O+'^\,^'"'�,'"",. ^`\s^`�,, Ik i W N L i 4 0 PROJECT: - ZO ITAS FULL BATH FULL BATH FULL BATH FULL BATH LAUNDRY RENOVATION ° u NOTE: Q ALL PLUMBIN5 WORK O SHALL CONFORM TO — ---- ------------ -- —_._- N q4� Q4� 44� q4� LOCAL PLUMBING CODE I I 1 I q 1470 GRANDVIEW DRIVE ORIENT, N.Y. 11957 i Q4 13 - I q4 I� I Q4 I� - q4 I - 1 LEGEND i 3 am .v W.G. XI .O W.G. L zl .v I 1= m xl v I I, m XIHOT( ivl I= SHOWER ryI �+ N1 1= SHOWER nI �+ ivl I= SHOWER NI �+ iv1 1= SHOWER ivI -----� SUPPLYrER DRAWING TITLE: WASHER �I �- \ (V _I -I - 1 -- - - - - - — -- i � - _ �_ �........_ GOLD WATER 5--- ------- -----------------------k-- --- - -- ----------- --------- -------------- .._.. �.._.._..� SUPPLY PLUMBING RISER DIAGRAMS - --- - --- - - ---- 1 i GAS RISER DIAGRAM NET BAR FULL BATH LAUNDRY j PROVIDE "ABE500 FF200 FIR } 1 IN5 FOAM" (OR EaUAL) AT ALL EXPANDPENETRATIONS IN IRE RATED WALLS AND FLOOR5/CEILIN05. PRODUCT CONFORMS TO ASTM E V4, � I p� 1 I A5TM E 84, AND UL 14"14 PAGE: it iv 31 XI .v W.G. XI I '� jL I T-I 'O *I L m z1 Iv I10 ■ 01 ill� IN N� �ry SHOWER N1 1� Q4 NI IQ 1 _�i --------- 1 i - -- ---- ----------- -- --- -- --� DATE: 05/18/21 13 OF 13 CONNECT TO EXIST. WATER SUPPLY 5Y5TEM I II TO STREET I I I IWATER MAINLu - I Lu �y z r f � I r. { � .��ALE• �iTS ' �...^...r"\._J�....+\�.....�e._...^\...✓\......+�.....h,_.+\,...^^w...h,..'\....+`..,.^`A..�^\.,..^....,."'\..."�.....A.�.h».r\..w•\.,..«\.....�......+�,....\,...✓�..w\_..`\.,...`\....^�..«:�`„...."h....`\,....'\..."..�e_..^`•...w"��.�'\....+\.,...�......``.....+\.......\....\......�.,.�"..+�..:\.:'..,•'a....,o..,..h.../\....^M....`e.,...^^...rh..•+..,�/\....+...^«'\`.....�F.....^\.w+��....+\�...h...J'.,w/�,..."'\....h....'v.....'\....•'\...»'�....•\....•h.✓ `.. .., a.� n„h...•^�._.h....M.+'�......h.../\.,..h_h.v..a..^+0,...^.,...........,\,....+4...+>...,.^^„.a.M...>a. /�,...+'r f a _.._..._......__....._.........__.._...................__-................................................. rl w ✓// L w -- - - - - - - - - - - - - - - F_ o . HIGH WATER LINE DEGEMSER 2"7, 1999 J . J :• FA o 0. PROJECT LOCATION & SCOPE Z - RENO\/ATE FIRST AND SECOND FLOOR SITE PLAN & ZONING DATA = DO MER ADDED TO THE REAR OF SEGO.ND FLOOR Q o ADD 1 TI ON OF SEC OR OND FLOOR DECK " �. GE tRR- OTES w J - - - - - - ENERGY TABLE -i 00 r \ STRUCTURAL DESIGN CHARTS > 0) o 1 \ PROJECT / ZONING DATA Z (D 1 _ � \ TAX MAP # l000-14-2-3.15 � QQ�j,QQ STRAPPING, & NAILING DETAILS Y vi o 1 Z >: 4 ZONING DISTRICT R-40 CONFORMING FASTENING SCHEDULE a ZTq 1 -J N 1 \ LOT AREA CA ACRES BEAM CONNECTION PATTERNS � wu Sao, - --- - _ - - - Iri COASTAL EROSION HAZARD .2'7 ACRES - I Q I ,Q I PROPOSED DEMOLITION PLANS LO AREA Vol � O CERTIFICATE OF OCCUPANCY #Z-5I414; 01/25/06 w 1 \ QC 1 ` YsETLAND5 DISTRICT YES N/A DEG DISTRICT NON-JURISDICTION A- I O2 .0 I PROPOSED DEMOLITION PLANS w TOP OF BLUFF \ H,45ITABLE SPACE EXISTING PROPOSED U J 1 1 \ - I Q�j•Q I Q FIRST FLOOR AREA 2,680 S.F. 2,7114 S.F. PROPOSED FOUNDATION PLAN 1 SAlL =COND FLOOR AREA 2,050 S.F. 2,154 S.F. TOTAL BEDROOM COUNT 4 4 1 COASTAL EROSION HAZA AREA _ - - - �-\�- - - -� �"'� \i ✓ -�_,�_ \i - PROPOSED FIRST FLOOR PLAN =µ \ LOT COVERAGE 1 - i- \ DE50RIP7I0N (FOOTPRINT) AREA % LOT 1 p \ COVERAGE 1 \o EXIST. TOTAL LOT AREA - LANDWARD 2-7,442.8 S.F. .O I PROPOSED SECOND FLOOR PLAN l b OF GEHA_ FENCE 1 V 1 \ EXISTING BUILDING 5,440.0 S.F. 12.5% z w 1 \ E,KISTIN5 COVERED PORCHES 560.0 S.F. 1.5% ii 0 EXTERIORPool a PROPOSED WODD DECK I O •O 1 ~ 1 PFOR SLUMBING PROP. 38i.0 S.F. I.4Y - PROPOSED ROOF PLAN Q INK JS PATIO® ` OVERHANG AREA w t !/PERVIOU GRADE 7 \ W 8X15t' TOTAL AREA OF ALL STRUCTURES 4,151.0 S.F. 15.2% 0 1 NE EXIST' Lp' MAXIMUM GOVERASE ALLOWED; 20% A-201 •Q I PROPOSED EXTERIOR ELEVATIONS 1 1 x J o 1 / 5 !/ O EX15T• �o L_/ } g 1� S?. Ml N I o, /\ � W e M DRAINAGE SYSTEM CALCULATIONS: O POOL 1 PRO 2 K -GLO5EN6 D W' m MEGHS IN STORY D DECK ROGF 5GUARE FOOTAGE 8 ASPHALT DRIVEWAY= -1,6a4 5 Ft. w ENCLOSURE PROPOSED GATE \0 �, \ '1 b 14 Sq,. Ft. X O.1'7= 1,505 5a. Ft. -202 •Q I PROPOSED EXTERIOR ELEVATIONS z Y OUTDOORrr ,���,. ,;; / g�' \ I,5O8/42.2= 50A VERTICAL FT. OF V DIA POOL REQUIRED 1 PRO�/IDE 4 8 0 X 8 DEEP w O DRYWELLS oz oLu / \ IL 0 DRAINAGE SYSTEM INSTALLATION NOTES: � A MINIMUM OF 10' SEPARATION IS REQUIRED BETWEEN DRYWELLS 8 BUILDING SECTIONS z >: WATER 5ERVIGE LINE, UNDERGROUND UTILITY LINES, SEPTIC N _o fI MIN PROPOSED 1 GOMPONENT5, LEACHING FIELDS, 5EWER COMPONENTS AND THE DESIGN DETAILS Z m En N EXISTING 2ND FLOOR ` EDGE OF ALL FOUNDATION WALLS w J COVERED / DORMERS \ A MINIMUM OF 5' SEPARATION 15 REQUIRED BETWEEN DRYWELLS B a 1 PORCH / EXISTING 2 STORY CONCRETE SLABS AND PROPERTY LINES o Z z 1 ;, �5'-O°GATE l/ E \ • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL �"^ �� ' � /AIEF(�SIJPFLT RI�E�R U — a LOCKED 1 \ 2'u rl CN \ \ \ , W � In J I- N N / EXISTING ASPHALT p C O DRIVEWAY O r{ Io vyk PROJECT: ZOITAS RENOVATION a1 'f,M6E � •' " .., 'C. 1 � ffp 1470 GRANDVIEW DRIVE I ORIENT N.Y. 11957 DRAWING TITLE: SEGMENTAL RETAINING PROJECT LOCATION & SCOPE _ WALLS \ *t. ,r' ..� v , p, , . Y SITE PLAN`& ZONING DATA PROPERTY LINE :# C AND VIEW DRI E Y'° I 4 i PAGE: a. ` -001001 FULL_ 51TE FLAN SCALE: I'-O" = 20'-0° .., '.� DATE: 10/25/24 1 OF 15 51TE LAYOUT NOTES: I. THIS 15 AN ARCHITECT'S 51TE PLAN 8 IS x I SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION ' S REPRESENTED ON THI5 SITE PLAN IS TO THE { 'd>:,•' ARCHITECT'S BEST OF KNOWLEDGE. 2. SURVEY INFORMATION WA5 OBTAINED FROM A SURVEY DATED AU5. 8TH 2O20 AND PREPARED BY: - w... .,.w..m,.—.i..ar.a,a,..-....,..e....—w....«... - .....cw..�.:� , I':•L ti, .T•,`.•u,Vr.`' Y ',�,.•' °,� PETER A. SROBEN y ; ,` ,'N'' ,..' .;��3''` is LAND SURVEYOR UQJ P.O. BOX "104 RIDGE, NY I IQ LOCATION MAP61 TELEPHONE: (651) 54a-4'750 SCALE: NTS NOTES $ SFEG I F I OATI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS GLASS WINDOWS AND DOORS P"t55RE V I AT I O I VS I. ALL LUMBER SHALL BE DOU6LA5 FIR LARCH #2 4 BETTER (Fb = a75) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE 1. ALL GLASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. 0- IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED OTHERWISE NOTED. ro6ErHER AT ALL TIMES. IT I5 Also THE coNrnACroR'S RESPONSIBILITY To READ ALL NOTES, OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER BD. BOARD K KIPS (1000 LBS) Q SPECIFICATIONS,AND BE FAMILIARIZED:WITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING CLEARANCES ARE PROVIDED. LLu 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED BFE BASE FLOOD ELEVATIONMANU. SPEC.'S MANUFACTURER'S SPEGIFIGATIDNS W MIN. FOUNDATION EXPOSURE. A6ENGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 3. ALL SLIDING GLA55 DOORS, SKYLIOHT5, AND ANY CLASS UNIT INSTALLED J GENERAL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LAS5, BLDG. BUILDING MAX. MAXIMUM 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE UNLESS OTHERWISE NOTED. PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2'xbii, UNLE55 (I) 2i xb (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD BM BEAM MECH. FMEGHANIGAL Q APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNGIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, AS 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 13� 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TEGO" OR APPLICABLE AS A DERIVED WORK). MANUFACTURER'S SPECIFICATIONS. B.O. BOTTOM OF MIN. MINIMUM ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EX15TINO EQUAL. 1. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, J STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5, ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE BOT. BOTTOM NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ig88 PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, ENERGY CONSERVATION CONSTRUCTION CODE. P: 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL A NYC BC NEW YORK CITY BUILDING CODE ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALL5. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR AND AUTHORITIES HAVING JURISDICTION. b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, RULES SPECIFIED IN 1.1 THROUGH lb. ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. G.J. CEILING JOIST 1 O,G. ON CENTER d 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES -1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL DBL. DOUBLE OCG. OCCUPANCY OF THE OWNER/BUILDERINCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 7. ALL BEAMS, 61RDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AOENGY Z 5. ANY OMISSIONS OR DISGR.EPANCIE5 OF PLANS AND/OR JOB CONDITIONS DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION C) SHALL BE CLARIFIED WITH THE ARCH ITEC:T/ENGINEER BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE 8. ALL GLA55 I5 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LAS5 - WITH THE WORK. 5. MIN. HEADER TO BE (2) 2 xIO SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. DIM. DIMENSION P. GONG. D CONCRETE UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE F 6R:ADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR POURE 6. NO DEVIATIONS OR GHANOE5 TO THE STRUCTURAL 5Y5TEM SHALL BE MADE g• ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE g, ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH D.J. DECK JOISTS PL. PLATE Q Q UNLESS APPROVED BY THE ARGHITEGT/ENCINEER. P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-gg. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH FA. EACH PLYWD. PLYWOOD LV -7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WIT-I FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE _I BEFORE THE START OF FRAMING ON PAGE 6-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALL5 AND THE PROVISIONS OF ANSI/ALTO A I g0.1 STRUCTURAL GLUED LAMINATED CHARACTERISTICS ARE A5 FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, ELEV. ELEVATION P.T. PRESSURE TREATED J ROOF AND 15 OF GDX 6RADE, UNLE55 OTHER 4415E NOTED. SEE FLOOR PLANS TIMBERS. ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN REQUIREMENTS. EQUIP. EQUIPMENT REQ'D REQUIRED APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED Z 0) CD g. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PREGEDENGE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS EX SHALL BE EXIST. ISTING RI RISER -j H r-I II. SUB FLOORING, GENERALLY, TO BE OF 3/4 THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING TEMPERED GLASS. Y O 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS EXT. EXTERIOR RM. ROOM Z 4CERTIFICATES, CERT. OF OCCUPANCY OR. COMPLETION AND U.L. APPROVAL DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. ri 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER m Z N 11. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MISSILE TEST OF ASTM Elggb AND ASTM E1556 AS MODIFIED BY 2020 NY5 BG _ J LiJ AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET FAR FLOOR AREA RATIO 1 STL. STEEL PERMISSION FROM THE ARCHITECT. 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES THE R.EQUIREMENT5 OF AN APPROVED IMPACT-R.ESI5TANT STANDARD ORCD �") UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF AN51/DASMA 115. r- _ Lo 12. THE ARCHITECT IS NOT RETAINED FOR: SUPERVISION OF THE WORK AND IS , ASTM P5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.V. FRESH AIR VENT S.V. SMART VENT C RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE X GROSS BRAGIN6 AT JOISTS, 5TUD5, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, TH15 DOGUMEN, THE 12. A5 AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH '� 0 EXCEED 8'-0" AND AT EVERY 5'-0". 60VERNIN5 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS A THIGKNE55 OF NOT LESS THAN J" AND A SPAN OF NOT MORE THAN 5' SHALL FF FINISHED FLOOR TBD TO BE DETERMINED 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURERSCODE EVALUATION REPORT. BE PERMITTED AS 6LAZIN6 PROTECTION. PANELS SHALL BE PRECUT AND FF ELEV. FIR5T FLOOR 0 ELEVATION TEMP GL. TEMPERED GLASS W TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE ATTACHED TO THE FRAMING 5URROUNDIN6 THE OPENING. PANELS SHALL BE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL -003. I.5. PREFABRICATED WOOD TRUSTEE: ASSEMBLIES TH1 PREFABRICATED FR.EDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS F.J. FLOOR JOISTS THK. THICK TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF HI5 DOCUMENT, THE PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE H RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LAS5 AND LEAVE WORK I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT V BROOM GLEAN. NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE CORROSION-RE515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION1 T.O.W. TOP OF WALL LLJ CONNECTED WOOD TRU55 CONSTRUCTION, THE 7RU55 DESIGN DRAWINGS, ON THE BUILDING. F- 15. THE CONTRACTOR SHALL CARRY WOR:KMAN'S COMPENSATION AND GENERAL 11. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAOE5 0-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. FR. FRAME Tr' TREAD = J LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES PLUMBING FRPR. FIREPROOF P. TYPICAL U J 1b. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: 6YP5UM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL I. CONTRACTOR SHALL INSTALL WATER SUPPLY DRAIN WASTE AND VENT (DWV) AND ORDINANCES. Q 4 GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB MEET THE PROVISIONS OF A57M 036 SPECIFICATION FOR GYPSUM SYSTEMS TO NY5 PLUMBING CODE AND NY5 DEC REGULATIONS, 16. THE CONTRACTOR SHOULD FULLY 6UA,RANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, A5EM 03'I SPECIFICATION FOR GYPSUM LATH, OR A5TM G-,q GYP. BD. GYPSUM BOARD U.O.N. UNLESS OTHERWISE NOTED THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. COMPLETION OF PROJECT. Ig. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND 57RAPPIN6 H.D. HOLD DOWN V.I.F. VERIFY IN FIELD AS PER PACE 6-003, 1.1, HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANOE5 IN DIRECTION 1'1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF AND AT BASE OF VERTICAL WASTE PIPES. HDR HEADER W/ WITH ARGHITECT/ENOINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. ACCORDANCE W/ AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD HNGR HANGER WD. WOOD AGAINST ALL CLAIMS, DAMAGES, LOSSE.3 AND EXPENSES, INGLUDIN6 4. USE 4 CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8 PER ATTORNEYS FEES ARI51N6 OUT OF OR REE5ULTIN6 FROM THE PERFORMANCE OF TREAT LUMBER W/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: FOOT. THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE,L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR 50AKINO UNTIL THE WOOD INSUL. INSULATION ZR ZONING RESOLUTION ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.B.I. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: INT. INTERIOR IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS,DISEASE OR. DEATH OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE - DISH WASHER...................................... . " ITSELF INGLUDIN6 THE LOSS OR USE RE5ULTING THEREFROM). (5) 15 CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS,FLA5HIN6, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND - KITCHEN SINK........................................2" WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY - LAVATORY...............................................2" CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR - SHOWER/TUB..........................................2" EMPLOYED BYF ANY OF THEM, OR ANYONE FOR WHOSE AGES ANY R THEM MAY HOOP-B21 LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION STRUCTURAL- USE PANELS, APPLICABLE GORE - TOILET.........................................................2 '� I G U L A 7 I O j� I �} FENESTRATION E� I E S TRA T I ®N �E O U I RE�E N TS BE LIABLE R.ECARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A EVALUATION REPORTS. _ LAUNDRY .................................................2" I y,�J I I y C� I �1, PARTY INDEMNIFIED HEREUNDER. A. TRUSS JOIST McMILLIAN I.gE MICROLAM FLOOR DRAIN..........................................3 B. 6EOR61A PACIFIC 2.OE G-P LAM 1.5.2. ORIENTED-STRAND BOARD (055), WAFERBOAR:D ORIENTED-STRAND -- 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 6. ALL 5Y5TEM5 TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4" z BUT NOT LIMITED TO FORM-WORK, BLOCK:WORK, FRAMING, NAILING, PLAGINC A. TRU55 J015T MGMILLIAN 2.0E PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY THROUGH ROOF. PROPOSED DESIGN CODE PRESCRIPTIVE VALUE x OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC.'' PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT COMPONENT GOMPL I ES 1 0 TO BE,5URE THEY ARE IN ACCORDANCE WITH THE DRAWINGS SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR 7. PROVIDE FROST-PROOF H05E 5155 WITH EASILY ACCESSIBLE DRAIN 4 VALUE CITATION (PER 2020 WrSEGGG) Y APPLICABLE CODES AND 600D PRAGTIGE. DEVIATIONS FRCM THE DRAWIN65 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE GORE EVALUATION REPORTS. DRAIN GOOKS AS REQ D. H05E BIBS SHALL BE PROVIDED WITH BAGKFLOW p AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, PROTECTION. Lu AUTHORIZATION OF THE ARCHITECT/ENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL - E� GORE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUB5 ARE TO BE PROVIDED MAX. U-VALUE = 0.32 p U-VALUE = 0.25 O A. THE CONTRACTOR SHALL BE RF-SPON51BLE FOR ANY SHOP DR:ANIN05 REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE WITH BACK FLOW PROTECTION. FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.50 GFM/SF YES 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL AIR LEAKAGE = 0.50 GFM/5F PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS EVALUATION REPORT. E PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE g. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL _ OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS HEALTH DEPARTMENT STANDARDS AND REGULATIONS. 20. CONTRACTOR TO REMOVE 4 RELOCATE AS R.EQUIR.ED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.1 CELLULOSIC R-411 5PRAY FOAM INSULATION MIN. R-VALUE = 4cl O_ WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR 10. APPROVAL AND INSPECTICN 15 R.EQUIRED BY LOCAL JURISDICTION PRIOR CEILING R-VALUE -V THICK (R="1/INCH) PER TABLE R402.1.2 - CLIMATE ZONE 4 YES g IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. TO CONGEALMENT OF PLUMBING. 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. EXTERIOR (2"xb") WOOD O SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL 5IDIN6 USED IN 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING GORE. FRAME WALL R-VALUE R-21; 5" SPRAY FOAM INSULATION MIN. R-VALUE: = 20 (CAVITY) YES w 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED PER TABLE R402.1.2 - CLIMATE ZONE 4 H- 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I NOR ANY POTENTIAL DAMAGE THEREOF. (AT DORMER) z Y THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED 0 (PS- 1), THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL p w 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION COMPLIANCE STATEMENT: z p USING CHAPTER 4 [RE]. OF THE HOLE SHALL NOT BE CL05ER THAN 5/8 TO THE EDGE OF THE STUD. O Q p UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS REPORTS. TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. COPYRIGHT PROTECTION ACT OF IggO (AHOPA), WHICH HAS SEVERE PENALTIES. COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE'. O 25. FOR NEW WALLS, A PERFORATED SHEAF WALL SYSTEM IS USED. THE 2.2• FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL g CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1, m U) CODES AND REFERENCE STANDARD: GONTRACTOR5 ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, p z �i I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PAGE 6-005 4 6-004. THE FASTENING SCHEDULE N to r- STATE BUILDING CODE, 2020 NEW YORK STATE RE51DF-NTIAL CODE, 2020 SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6 (ANY NAILING 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND p N N HEX BOLTS AND SCREWS (INCH SERIES), z m NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW PORK 5PECIFIGATION5 ON THE FLOOR PLAN5 SHALL SUPERSEDE THE FASTENING w J N STATE ENERGY CONSERVATION GONSTR.UCTION CODE. SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2 Q m 2.2.2. LA6 SCREWS: LA6 SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ 2 H, w SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEC.'s). ASME B15.2.1 5QUARE AND HEX BOLTS AND SCREWS (INCH SERIES). O Z z 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. U - IL Ca' WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 Vi00D FRAME CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION 26. COLUMN BEARING A5 FOLLOWS: 2.2.5. TRU55 METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN (AF4PA) AMERIGAN WOOD COUNCIL (ANO). WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL W/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL R.EQUIREMENT5 It PLUMBING CODE. WALL W/ STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. N cv AS SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORTS. SECURE W/ (2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® Lu co m 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND Q C14 0 MEGHANIGAL GORE AND 2020 NEW YORK STATE FUEL GAS CODE. POSTING ® C.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, p Mo 0 WIDE 3 COURSES OF 50LIP BRICK MA50NRY CENTERED ® P05TIN6, U.O.NJ. GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TABLE R501.1 CLIMATIC GEOGRAPHIC DESIGN CRITERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE COVERNINO BUILDING CODE AND ANY CODE, NFPA ?O AND 2020 NEW YORK STATE ENERGY CONSERVATION IN A 5HEARY4ALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE W/ ADDITIONAL R.EQUIR:EMENT5 AS SET FORTH IN THE MANUFACTURER'S ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: CONSTRUCTION CODE. STANDARD SHEARWALL HARDWARE (W/NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. GROUND SNOW LOAD 25 L55 ZOITAS U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4 BENT PLATE 8 LONG GENERAL WIND PROTECTION CONNECTION NOTES: W/6" RISE 4 W/(2) s/4"m BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5.SPECIFICATIONNAILS ISFOR DRIVEN COMPLY SHALL HIT FASTENERS: NAILS 15P STANDARD AND STAPLES. STRUCTURAL MEMBER ALLOWABLE BASIC WIND SPEED 130 MPH ADAPTED FROM STANDARD FOR HURRICANE RES15TANT RESIDENTIAL SET 6 DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 5-005. DEFLECTION CONSTRUCTION;SSTD 10-gg AND 2018 SEC: HIGH WIND EDITION WOOD FRAME RENOVATION CONSTRUCTION ASPHALT ROOFING SHINOLE5 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC, NAILS AND STAPLES EXPOSURE CATEGORY 8 I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN65, FOUNDATION WALLS, 1. ALL SLOPED ROOFING SHINOLE5 SHALL BE GAF-GLA55-A ASPHALT ROOFING SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180 FLOORS, 5TUD5 AND ROOF FRAMING SHALL BE PROVIDED. 5HINOLE5 OR APPROVED EQUAL. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE W/NO FINISHED CEILING ATTACHED TO RAFTERS MANUFACTURER'S GODS EVALUATION REPORTS. SEISMIC DESIGN CATEGORY B 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLE55 OTHERWISE INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH AN5I/A5ME B I8.6.1 INTERIOR WALLS 4 PARTITIONS H/I80 WEATHERING SEVERE BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL WOODSCREWS (INCH SERIES). 14-70 GRANDVIEW DRIVE LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED INSULATION FLOORS 4 PLASTERED CEILINGS L/360 FROST LINE DEPTH „ DIRECTLY TO THE WEATHER OR 5UBJI=GT TO SALT CORRO51ON IN COASTAL 5. PROVIDE FLA5HINC NECESSARY FOR WATER TIGHT AND WEATHERPROOF I. ALL EXTERIOR WALL5 AND ROOFS SHALL BE INSULATED WITH FOIL FACED 3-O ORIENT, N.Y. 11957 AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. CONSTRUCTION. FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY FOIL TO BE PLACED TOWARD WARM SIDE. 4. WHERE WINDOWS AND DOORS INTERRJPT WOOD STRUCTURAL PANEL 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S 2 PROVIDE 2" R-10 RI61D FOAM INSULATION FOR EXTERIOR FOUNDATION EXTERIOR WALL5 W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES DRAWING TITLE: 5HEATHIN6 AND 5IDIN6, FRAMING ANCHORS OR CONNECTORS SHALL BE SPECIFICATIONS. PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS,HEADER STUDS WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY GENERAL NOTES AND AT LEAST ONE STUD AT EACH 51DE OF OPENING. 5. NAILING OF ROOFING SHALL BE TO CODE. FOUNDATION CONTRACTORAT OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE EXTERIOR WALL5 - WIND LOADS WI/BRITTLE FINISHES L/240 ENERGY TABLE FOUNDNDATIONIONWATERPROOFING. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 6. CORROSION RE515TANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE EXTERIOR WALL5 - WIND LOADS W/FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER 15 PERMITTED3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE A5 FOLLOWS: LOCATED IN UPPER THIRD OF ATTIC ;PPACE AND ATTACH TO EACH PAIR OF - g" R-30 FOR FLAT CEILINGS RAFTERS. -7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR - 8.25" R-500 FOR VAULTED AND CATHEDRAL CEILINGS 2:12 PITCHES TO 4:12 PITCHES - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION b. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF - 5.25 R-21 FOR FLOORS STRUCTURAL DES 1 CAN LOADS PAGE: 'I. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY THE SEALANT TO UPLIFT FORGES USING ASTM D 65&1, ELECTRICAL: 16" WITHIN 4' OF EXTERIOR CORNERS. MECHANICAL CONNECTIONS: I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 8. SILL PLATE TO FOUNDATION ANGHOR,A6E;SILL PLATE SHALL BE ANCHORED TO 2011 NATIONAL ELECTRIC CODE, NFPA-10 AND 2020 NEW YORK STATE USE LIVE LOAD DEAD LOAD ®O 2OO TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE ENERGY CONSERVATION CONSTRUCTION CODE. ■ OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR EXTERIOR BALCONIES 40 psf 15 psf i 4, BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 'i" IN CONCRETE/MASONRYATE. NCHO2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED COMPLETION OF WORK. 2 S ���5 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS BY SIMPSON MANUFACTURER. DECKS 40 psf 15 psf 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA"12: � �t DATE: 02/19/25 2 OF 13 AND AT 5PACIN6 NOT EXCEEDING 4' ON CENTER. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES - GENERALLY,VERIFY OR PROVIDE HARD WIRED PA55ANGER VEHICLE GARAGES 50 psf AS PER PLAN INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL SMOKE DETECTORS W/BATTERY BACK-UP IN: ,.•_•„q GYPSUM WALL BOARD LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY I. GYPSUM WALL BOARD 5Y5TEM5 SHALL BE OF A TAPE JOINT AND JOINT LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY "SIMPSON" A. EACH 5LEEPIN6 ROOM ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf COMPOUND METHOD. B. OUTSIDE OF EACH SEPARATE 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED TE 5LEEPIN6 ATTICS WITH STOR:ACE (MAX CLEAR HOT > 42 ) 20 psf 15 psf �,+••�' 4.. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6,UNLE55 AREA IN THE IMMEDIATE VICINITY OF .� .' <• �,� t_+'„�,.,- i. ;fi OTHERWISE NOTED. WATER RESISTANT (Wl.RJ AT BATHROOMS AND WHERE 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER THE BEDROOMS (GENERALLY THE HALLWAY) DEEMED APPLICABLE. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. ( ' �, -.:.•.. 0. EVERY LEVEL OF DWELLING �� :•q `' "; "'` ' '' ^' 5. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALL5 (o. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) SLEEPING ROOMS 30 psf 15 psf (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET SPECIFICATIONS OF THE PRODUCT BEING INSTALLED t IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING STAIRS 40 psf 15 psf '1. VARIATIONS CONNECTOR CO p p EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL VARIAIN IN CONNE NFIGURATION SHALL BE APPROVED BY "� .t :. _` �'.-- �, �c'�:.` '-a...,;•_ ,z • f � •.r, CONCRETE PANELS OF 5/8" THICKNESS MINIMUM, ARCHITECT GUARDRAILS AND HANDRAILS 200 psf 15 psf 4. FINISH JOINTS, J-B 8. ALL CONNECTORS SPECIFIED AS A "51MP50N" TOP MOUNTED BEAMEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE �"�,", � �� • "' TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS HANGER SHALL BE ALLOWED TO BE 5U55TITUTED WITH A TOP MOUNTED TO DRY BETI^1EEN COATS. FINAL GOAT TO BE SANDED SMOOTH. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 12 psf FOR ATTIC, p 15 psf FOR LATH. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. *ALL STRUCTURAL DEVON CONSIDERATIONS ARE IN CONFORMANCE WITH 6. FASTEN 6YP5UM BOARD AS PER FAST=NINE SCHEDULE ON PAGE 6-003. ASCE "7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) OENERAL iL Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT W r� WOOD FRAME (L.G. 5TL. w EXISTING TO REMAINWHEN APPLICABLE) J NEW WOOD FRAME ('L.G. NEW FOUNDATION WALL Q 5TL. WHEN APPLICABLE) C NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL V WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS V J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL I-- POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED 0 WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) �- Z O Z Z , Q 0 w J J 00 Z0) Cfl J � Tq Y O azvi , EMOVF,AND.. V- W co REPLACE WINDOW u I` = u) ---------------- w O EXIST. COVERED PORCH `�r r� F- EXIST. EXIST. W COVERED PORCH EAT-IN KITCHEN Q J I � EXI5T.1 UPI I � ------------------------ REMOVE SECOND 1 -------- ----- -- =---==- FLOOR STAIRCASE ` F----I--- �7--- � I I I ----I--- EXIST. -j--- BATHROOM REMOVE WINDOW ----------- FOR DOOR OPENING rrr -- -�--- r EXIST. 1 r r I BEDROOM > ❑ 01 r rr $ \rr r \\ rir r- REMOVE ALL KITCHEN CABINETS r _ EXIST. GREAT 6 APPLIANCES N lr \II r' 6'-6 �/ _ ROOM I I I r � rll 80), ���� m y2 Ir��)\\ II I I I L- 0 W EXIST. \v, I KITCHEN zx O Ilil I i I � 2 EXIST. D C (REMOVE INTERIOR WALLS --- CIL. 0 C 4 PLUMBING FIXTURES; g GAP ALL EXISTING I PLUMBING LINES O H z Y, EXIST. I ------- I6-I Lu c� LAUNDRY _____-- z o r pvrr AIR ROOM( O Q o EXIST. ( IECL. \ EXIST. err RETURN \/ N = O PWDR. ` m _ t EXTERIOR WALL N OF N N o F z M N c ui g H w� CONTRACTOR TO PROVIDE - � V z IL Z TEMPORARY 5HORINC PRIOR TO REMOVAL OF BEARING WALL5 Fr -n EXIST. LIVING OR STRUCTURAL MEMBERS r ROOM II i j N N \ \ �1y2 O ri RELOCATE DOOR PROJECT: a N EXIST. DINING EXIST. OFFICE ZOITAS ROOM RENOVATION 1470 GRANDVIEW DRIVE EXIST.GARAGE ORIENT, N.Y. 11957 71-7 DRAWING TITLE: o FIRST FLOOR DEMOLITION PLAN PAGE: A-101. 0 .1 DATE: 10/25/24 4 OF 15 FIRST FLOOR DEMOLITION FLAN SCALE: 1/4" = I'-O" ��, F Q _ EXISTING TO BE DEMOLI5HED ����--,��/----,,� NEW PARTIAL HEIGHT W W OOD FRAME (L.G. STL. w EXISTING TO REMAIN WHEN APPLICABLE) J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q STL. WHEN APPL I GABLE) NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. STL. P05T FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR b WALL5), U.O.N. NEW 2-HR FIRE RATED O WOOD FRAME (L.G. STL. (L . WHEN APPLICABLE) }- Z O H Z Q � w J _J Z CO J 'ri O - - - - � Q Z 4 / \ / \ u- WC4 / \ LID it %-I / \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — cr- I I I D REMOVE EXTERIOR WALLS AND ROOF AS W- - -- --- - SHOWN HERE I..- I I I I I I I I I I I I U J ----JI IL----------/-----------J L--------------- L----------------- -----------L ----------7 ---------- ------- ------------------ ----------------- Q = EXIST. L---I--- a � -- X LulmF---i--- x ILK I❑ p J L-----------III EXIST. Er- � --------- EXIST. F ---I 1 �___� 1 L------BEDROOM I -----— \ I I [ _] BEDROOM I EXIST. I I I I 1 --_I_-- BEDROOM REMOVE INTERIOR WALLS d PLUMBING FIXTURES; L------ CAP ALL EXI5TING - -I -- I PLUMBING LINES L' I I REMOVE SECOND I 1 _ __ REMOVE PARTIAL WALL Z L_L FLOOR STAIRCASE C - I FOR DOOR OPENING w F===� ---I--- V EXIST. \� ---I--- Y i BATHROOM I 0 --------------� --I--= REMOVE INTERIOR WALLS I w / _� _ -❑ I LUMBING FIXTURES; w F ----- /( I i -i GAP ALL EXISTING 0 \� PLUMBING LINES —� LL L---- ----------J`-------------------------� �, L--------- g EXIST. 1 IEXIST• \�� CONTRACTOR TO PROVIDE /l ��i� \� _� CL. GL. TEMPORARY SHORING PRIOR TO / i i II \ O REMOVAL OF BEARING WALLS w ��-5"_ter OR STRUCTURAL MEMBERS �� < EXIST. Z_ - - - ----� �C \� GL. j r(-� EXIST. — 0 w ILU��_ii)BATHROOM ❑ 0 H 0 Q o REMOVE INTERIOR ------ -----_--- 0 O EXIST. EXIST. i� ---------- a O DN HALLWAY WALLS AND DOORS _ _ m AS SHOWN - O < r------------- z m CV REMOVE INTERIOR WALLS , i�/ _____----_-J w d PLUMBING FIXTURES; Qw GAP ALL EXISTING i i O Z Z PLUMBING LINES V - Qa 03 REMOVE INTERIOR WALLS AND DOORS AS SHOWN EXIST. --------------\-- L CN--------------- PLAYROOM ri CN \ II \\� III 1 Q 0 0 OPEN T07 � I I o O � ZBELL _� EXIST. III BATHROOM F\ EXIST. PROJECT: � �L\ r L 1 RELOCATE DOORI -TZOITAS L---- --- RENOVATION ___EXIST. _ L__ I I - BEDROOM --------- 1470 GRANDVIEW DRIVE L - - - - - - - - - ORIENT, N.Y. 11957 1 EXIST. -- STORAGE Li - - - - - -L�__�� - - DRAWING TITLE: SECOND FLOOR DEMOLITION PLAN PAGE: I A-1.02001 I I I DATE: 10/25/24 5 OF 15 L - - - - - ' 41 ` SEC,ONr�) FLOOR r�)EMOLITION PLAN L! 'r SCALE: 1/4" = P-O" N .Ay�, 0374 Y F.0 � J NEW PARTIAL HEIGHT O _ EXISTING TO BE DENIOLISHED WOOD FRAME (L.G. 5TL. W EXISTING TO REMAIN WHEN APPLICABLE) ,J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q 5TL. WHEN APPLICABLE) H----{ NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL O �—i WOOD FRAME (L.G. STL. P05T FOR 4" WALL5 J WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUGTURAL H P05T FOR 6" WALL5), U.O.N. it NEW 2-HR FIRE RATED O WOOD FRAME (L.G. STL. a WHEN APPLICABLE) Z O 2 Z . Q 0 w 00 > O Z '� r0-I J rl O azT1 w w LO DLO z W N ® W ITu w IL 0 H � U W (5) IT LVL GIRDER W/.5i5" _ J w STEEL FLITCH PLATES V J x 1 EXIST TO REMAIN X O IN ° w' I --I z O � N ® 1 4" STEEL COL. W/ 4" STEEL COL. W/ X IU 1L 1 50"x30"xI8"17 50"x50"xI8"D 0 EXISTING 2x10 PAD FTC.;BELOW PAD FT6.;BELOW x �p I COL. ABOVE COL. ABOVE F.J. ® 161, O.C. m 1 -fr Q a ry I (2) 14" LVL GIRDER (2) I4" LVL GIRDER tY W Q —J Z EXI5TING 2x10 I �01 p� EXIST. I U F.J. ® I6" O.G. I U BASEMENT �t EXIST TO REMAIN I -� U p O w 1� w in z �0 o O 4" STEEL COL. W/ I m`n O 1 ® R 24"x24"xlb"D 4" STEEL COL. W/ I i j IL PAD FTO.;BELOW 5ON50"xI8"D =O COL. ABOVE PAD FT6.;BELOW 0 COL. ABOVE ( 0 g -. 0 "!'_61 2_4 5_a 4'-I' � � IF I � 15'-2" m w _ _ _ _ 2 (3) 9.5 LVL FJ — .L I EXISTING 2x10 A-301 Z Y U— — —J J F.J. ® I6" O.G. Z E _1 2"xl0' F.J. NEW WALL TO FL. y Q� 4" STEEL COL. W/ 6I6 O.G. T j- USE P.T. SILL to !0ON50"xI8"D F- FN i PLATE;PROVIDE 2 Z) � PAD FT&.;BELOW COL. ABOVE I _ _ _ _ ° TYPE X GYPSUM BOARD N N Z H (2) 11.8"15" LVL GIRDER --5-4 _ O o y2 (5) 2XIO FLUSH HDR. w 00 N J 4" STEEL COL. W/ n H w p w 1 5O"x50"xI8"D V Z Z (Y I PAD FT6.;BELOW U COL. ABOVE N N �t m W m N w N Q M \ _p I LO O � 1I1 EXI5TIN6 2x10 F.J. ® I6" O.G. EXISTING 2x10 I }�I PROJECT: 1 in ZO ITAS ml RENOVATION I I I 1470 GRANDVIEW DRIVE ORIENT, N.Y. 11957 DRAWING TITLE: PROPOSED FOUNDATION PLAN PAGE: A-103m0l. DATE: 10/25/24 6 OF 15 a _ FROPOSEI�) FOUN7AT1ON FLAN SCALE: 1/4" = I'-O" 'S'�� 0374✓J5 A() OF NEON ; 0E EF AL I I " 50L E I a Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD W OOD FRAME (L.G. STL. W EXISTING TO REMAIN WHEN APPLICABLE) J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q STL. WHEN APPLICABLE) C NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL I -1 WOOD FRAME (L.G. STL. El F05T FOR 4" WALL5 II J WHEN APPLICABLE) (MIN. (2) Vxb" STRUCTURAL POST FOR b WALLS), U.O.N. NEW 2-HR FIRE RATED Oa WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) >- •. FLOOR PLAN NOTES X12'-6" 12'-6" 52'-2° Z Q 12'-0" 12'-O" 14'-O" � ODOOR NOTE: W I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'JELD-WEN' (OR. EQUAL). w L _ J00 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED _ LINE OF DECK_ 2"xl0 RIM _ _ _ _ _ _ _ _ - _ _ _ _ LINE OF DECK _ (2) 2"xl0 RIM _ _ _ _ _ CI' 0 OUT ON PLANS BY 'THERMATRU' (OR EQUAL). ABOVE BOARD ABOVE BOARD co 5.DOOR TYPE TO SELECT Z 4-1 TA 4.INSTALL AS PER MANU SPEC.'S z J C) 5.PROVIDE (2) 2"x5" HDR.,U.O.N. Q - - Y I 4.SEE PAGE 6-003 FOR ALL OTHER FRAMING V 0 V Z [� ELEMENTS AROUND DOORS (TYP. I=OR ALL) U.O.N. cV OSMOKE DETECTOR / CO DETECTOR NOTES: A ® B A - W Cfl 2 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR _ DRP. HDR. ® W w HARD WIRED TO EACH OTHER w/BATTERY BACKUP. _ NEW12 11.8-75" LVL HDR. - - - - _ _ NEW (2) 2"XIO" HDR._ � _ Lo 2.INSTALL ALL AS PER MANU. SPEG.'s WRAPPED W/ Ix 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR PROVIDE EPDM I COVERED PORCH O O (4) 2x PO IN COMPLIANCE WITH LOCAL COME ROOFING ABOVE X. NEW (5) a.5" LVL PITCH "=1' NEW (5) a.5" LVL N `fl W - tc - - _ _ _ _ FLUSH HDR. _FLUSH HDR. ® NEW (5) a.5" LVL FLUSH HDR. m _ 6'a4° WINDOW NOTE: r - - - - - 0 - - - - 5.5" 50. STEEL - - - - - NEW F.J. - - - - - , O I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN EXIST. O COLUMN TO x O V 400 SERIES CASEMENT, DOUBLEH,JN6, OR 6LIDIN6 COVERED PORCH N .fl FOUNDATION EXIST. 0 TO MATCH X ST EXIST. (2) 2"XIO"" HDR. LJJ (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR N - EAT-IN KITCHEN - - - w SUBSTITUTIONS, SEE NOTE W1 IN "&LASS WINDOWS ® - II'-5y2" I V 'y J AND DOORS" ON PAGE 6-002 IF CASEMENT -N � � Imo--7-6 WINDOWS - ALL 05MNT WNDW5 SHALL HAVE O� dJ STRAIGHT ARM HINGE WHEN T EXIST. 2"xIO" F.J. 5 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDWS TO BE = ® 16" O.G. TILT WASH 5.ALL 6LAZIN6 WITHIN 18" OF FF TO BE TEMP. GL. in N 4.SEE PAGE 0-005 FOR FRAMING ELEMENT5 AROUND 12'-0" �N Q 5 WINDOWS (TYP. FOR ALL) U.O.N. I m EXIST. ® ,w 3 EGRESS NOTE: Q ' < BATHROOM O IN COMPLIANCE WITH NEW YORK STATE BUILDING p U7- CODE, SECTION R510.2.1;THE FOLLOWING MEANS OF I N pQ�z 4'-O" 4'-O" x 0 EGRE55 SHALL BE FOLLOWED: 'xvfA iv ° Ji q x EXIST. F.J. NET GLEAR OFENINO........... 5.'1 S.F. I❑ � � I EXIST. O.G. BEDROOM ®Q Q NET CLEAR HE16HT............... 24" MINIMUM 5-� - NET CLEAR WIDTH................. 20" MINIMUM NEW LAUNDRY ROOM: -j I O(E / O4p = EXIST. 2"xIO' F.J. I. NEW WASH /DRY HOOK UP 0 N 5 O 2.COORDINATE LAUND. ROOM $ DOOR DIM.'s w/SIZE OF EQUIP. O EXIST. GREAT 5.PROVIDE HOOK UPS A5 REQ'S PE'.¢ MANU. cV ROOM w( n O O W U~i ® '� 0 I 5.5" 50. STEEL 5.5" SO. STEEL = N v I- p MODIFIED OL L) DRYER EXHAUST NOTE: w -j "~ - KITCHEN Q cog COLUMN COLUMN �- I. DUCT SHALL TERMINATE TO EXTERIOR u r, a 2.•DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY -j I - - - - EXIST. w OPENIN65 Ca m , Z NEW (4) I.TS"Xa.25" 2.0E 6P LVL K/ (2) u. 5.DUCT SIZE AS PER MANU. Q - N FLINCH PLATES (FLUSH HDR) BOLTED cN p 4.DUCT SHALL BE EQUIPPED w/A EACKDRAFT DAMPER HHU5210-5 NEW 5 a.5"LVL -� TOGETHER I' O.G. UP AND DN O 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN SIMP50N F USH HDR. �y 1- CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO ' HANGER (5) 2X POST M CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM I (MATCH WALL _ 0 SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO DEPTH) r Ol _-f' -_ EXIST. F.J. EXCEED 8 FEET AND SHALL BE LISTED AND LABELED 5.5" SQ. STEEL HOU5.25/10 I 5.5" 50. STEEL 2ax6a ® I6" O.G. g IN AGGORDANCE WITH UL 2155A. COLUMN SIMPSON (5) I.15"xa.5" 2.OE 6P LAM W/ (2) �" STEEL COLUMN I 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK R161D HANGER FLITCH PLATES (FLUSH HDR) BOLTED 5 `ti 0 UPSET HDR. T06ETHER I' O.G. UP AND_DN NEW LAUNDRY F METAL w/SMOOTH INTERIOR SURF'AGES WITH JOINTS _ , RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 0 EXIST AIR NEW ROOM Z DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL ® 45 S.F. 4 Y 7. MAXELENGTH SHALL NOT NS EXCEED 25 FT FROM DRYER ( EXIST. I I '-O"- RETURN BAT41 HROOM o W Q LOCATION TO THE WALL OR ROOF TERMINATION. THEGL. m PROP. ■ O N a p MAX. LENGTH OF THE DUCT SHALL. BE REDUCED 2.5 FEET FOR EACH 45° BEND AND 5 FEET FOR EACH a0° GAB. ANT I , = O BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 5'-8" _ _ _� _ _ _ _ 6-� pip 0 NOT INCLUDE THE TRANSITION DUCT. �3'-O" 3'-4"- NEW(2) a.5" LVL N N z m FLUSH HDR. NEW EXHAUST FAN SHALL BE INSTALLED WHERE 1-5 EXIST. 2"xIO" F.J. I 4 w m (V O5 VENTILATION 15 NOT MET BY MEANS OF NATURAL 12"XI6" ® ® 16" O.G. 0 - Q PROVIDE 2"x4" STUD WALL 4 I 2 Q � CIRCULATION THROUGH WINDOWS OR. DOORS TO UNDER- WHITE p -� I I 7EXIST. N I6" O.G.;5" OF FOAM 2 p Q z OUTDOOR SPACES AS PER NYS MECH. CODE SECTION MOUNT MARBLE Ixu N INSULATION = R-21;PROVIDE V Z Q 405.5.2.5; INSTALL AS PER MANU. SPECS SINK - COUNTERTOP N a�z _ EXIST DBL. F.J. _ X - a di X .2 Q W ® 6ARAGIE 51DEAOF WATED YPSUM n O NEW ATTIC ACCESS - PULL DO IN STAIR: 15 ICE - d� EXIST. LIVING w N 6 I. MIN. 550 # CAPACITY i p MAKER WETBAR Q eI 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. dJ ROOM I z I \ \ 22"x50"9 DOUBLE - ,�j 5.DEL. FRAMING WHEN NEW OPENING WINE �GATHEDRAL� Q 4.INSTALL AS PER MANU. SPEC.'S COOLER la'-10" GL6. Q _ ® 16" O.G. I LE O -��0 EXIST. 2"xl0" F.J. -i Q � � 5. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS EA 0 18-'1 GL6. rn HOHT. N IY ( N U H6HT. tu x I o PROJECT: ORAILING NOTE: -�� a w p I. 42" HIGH GUARDRAIL # SPINDLE SPAGIN6 NOT TO ALLOW PA55AGE OF A 4" 0 SPHERE; WOOD BASE EXIST. DINING EXIST. OFFICE I p X ® I t ZO ITAS 56" HIGH HANDRAIL $ SPINDLE SPAGIN6 NOT CABINETS (BLACK �I'-O" R uJ TO ALLOW PASSAGE PER A O E SPHERE COUNTERTOP) W/ r I gloom- rl RENOVATION 2. 6RIPPABLE RAIL AS PER GORE SLIDING 6LA55 ( - > . DOOR (HANGING m WALL BRASS 5.5" 50. STEEL EXIST. 2"x10" F.J. DISPLAY W/6LA55 COLUMN TO in ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "0-005" FOR NAILING 4 STRAPPING SHELVES ABOVE) FOUNDATION ® I6 O.C. I EXIST. DETAILS. - m GARAGE m o 1470 G RAN DVI EW DRIVE WINDOW CHART 14'-6" 12'-O" I I'-I" m I ORIENT, N.Y. 11957 EGRESS I ROUGH OPENING WINDOW DIMENSION CLEAR ASSUME EXIST. HDR. TAG TYPE MODEL # OPENING - - ° DRAWING TITLE: WIDTH REQ D: 20 HE16HT REQ'D:24° WIDTH HEIGHT W I DTH HEIGHT OPEN REQ'D: 5.1 S.F. I " (5) 11.8"I5 LVL GIRDER I PROPOSED FIRST FLOOR PLAN A DOUBLE-HUNG 1ADH2662 2'-5 �11 6'-4 2'--7 g" 6-4 EGRESS tu B PICTURE [ WPW41062 4'-II E:�-44 4'-11 a" 6-4 J" -- G DOUBLE-HUNG 244DH2O50 2'-O" IF51-of I'-II 4'-11 �" 0. L 10'-0" 13'-O" 10'-II" X 0 ry F Lh ry;� PAGE: Yp LL1 x UJA-104m0l I I 5'-6" 10.-0 " 5'-6" DATE: 10/25/24 7 OF 15 I o -011 r v i Jv-i`, �F PROPOSED FIRST FLOOR PLAN 2,114 S.F. HA51TAE3LE SPACE; 5,450 S.F. OF,055 AREA SCALE: I/4" = I'-o" 1 03740 oFN�� a _ EXISTING TO BE DEMOLISHED -,�� NEW PARTIAL HEIGHT LLLu WOOD FRAME (L.G. STL. EXISTING TO REMAIN WHEN APPLICABLE) J . -�-� NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q F -I STL. WHEN APPLICABLE) C NEW I-HR FIRE RATED © MIN. (2) 2"x4" 5TRUGTURAL O WOOD FRAME (L.G. 57L. P05T FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED 0 WOOD FRAME (L.G. 57L. WHEN APPLICABLE) Z O I- FLOOR PLAN N07F-S p _ z DOOR NOTE: W I I. INSTALL NEW INTERIOR DOORS WHEN GALLED J OUT ON PLANS BY 'JELD-WEN' (OR. EQUAL). .J 00 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.DOOR TYPE TO SELECT z 4.INSTALL AS PER MANU SPEC.'S 3.PROVIDE (2) 2"x8" HDR., U.O.N. 6`, Z 4.5EE PAGE 0-003 FOR ALL OTHER FRAMING m O ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. z Z N SMOKE DETECTOR / CO DETECTOR NOTE5: w NEW ILL J ' O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT ! p WOOD DECK W ri SMOKE /CARBON MONOXIDE COMBINATION DETECTOR _ _ _ r 388 s.F. lS� 131) r'COMBINATIONHARD WIRED TO EACH OTHER w/BATTERY BACKUP. F❑ ~ Q_ 2.INSTALL ALL AS PER MANU. 5PEG.'s 3.SMOKE DETECTOR AND CARBON 'MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL GODS HALF 50'-3y2" W WALL NEW 62x6&SLD. NEW 16Qxb$SLD. NEW 12Qx6$SLD. HALF WINDOW NOTE: \1 O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN - - - - - - - WAL�.��Y V NEW (3) 2 XS HDR I'-4" 3-4y2 - NEW (3) q.5' LVL R. W/ NEW(3) -7.5 LVL HDR. 400 5ERIF-5 CASEMENT, DOUBLEHUNC, OR 6LIDING (A5 NOTED); INSTALL AS PER MANU. 5PEC.'S. FOR -O" GL6 STEEL FLITCH LATE 212xb / SUBSTITUTIONS, SEE NOTE pq IN "CLASS WINDOWS AND DOORS" ON PACE 6-002 IF CASEMENT STRAI6H ARM HIN E WHEDWS SHALL HAVE �1-146HT O" GLG I3-'1' KNEE WALLJ2.IF DOUBLE HUNG - ALL DEL. HUNG WNDWS TO BE 2' Q xb 2Oil TILT / a TILT WASH a / " I 3.ALL &LAZING WITHIN I&" OF FF TO BE TEMP. &L. MODIFIED 0 a v 4.5EE PACE 6-005 FOR FRAMING L=LEMENT5 AROUND p =ry BEDROOM O 20 ST 0 / WINDOWS (T'rF. FOR ALL) U.O.N. 256 S.F. x_ Qx I ( cN= 2 b ry / EGRESS NOTE: X ® I v ® / IN COMPLIANCE WITH NEW YORK STATE BUILDING ;� - �? Y O U a - CODE, SECTION R3I0.2.1;THE FOLLOWIN6 MEANS OF 0 I cV Q ry / NEW (2) 2"x8" R.R. EGRESS SHALL BE FOLLOWED: a a ❑ _ t- ® I I r _ / ® 16 O.c. NET CLEAR OPENINO........... 5."f S.F. ui ® ��/ ���"'�� 2?xba -2 O'er z _ _ _ _ _ _ _ _ MODIFIED z -- � \ NET CLEAR HEIGHT............... 24 MINIMUM er 20-4 MODIFIED U) 2-O' EW NET CLEAR WIDTH. . ..... 20 MINIMUM I BEDROOM cV BEDROOM N 4 _ .......... � 2q8 S.F. r TRIPLE � u 4 NEW LAUNDRY ROOM: -� 2) 4.5" LVL HDR. LINEN - 2 _ LINEN I I \ RIDGE ITS 5.F. ;t ?� ❑ - - - - - - - P05T TO i I. NEW WASH /DRY HOOK UP � _ (.) a.5 LVL HDR. m 2.COORDINATE o5 ZE IN F E UIP ND. ROOM E DOOR DIM.'s DBL. P05T 5 - - 5M/00 5 - - DBL. POST 24x66 D \ 3.PROVIDE HOOK UPS AS REQ 5 PER MANU. TO HDR. 24x6� NEW N DBL' 24xb& NEW cV TO HDR. w POST v CATHEDRAL w ATHROOM T TO HDR. ATHROOM ; ( I v \ 1 60 S.F. .p 60 S.F. �p Ib'-q" - x O V DRYER EXHAUST NOTE: I I RIDGE. I. DUCT SHALL TERMINATE TO EXTERIOR I 2 �v � I � =ry H6HT. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY N , ® 5-4:/2 OPENINGS n(�:) 8'-6" N - ❑ 8'-b" 3'-'7" KNEE WALL 0 3.DUCT SIZE AS PER MANU. 5M/GO _ 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER 5. TRANSITION DUCTS SHALL NOT BE. CONGEALED WITHIN NEW CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO NEyy I =� �-O - 2 CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO SINGLE LENOTH5, NOT TO 31 S.F. I I EXCEED 5 FEET AND SHALL BE LISTED AND LABELED 5M/GO g IN ACCORDANCE WITH UL 2156A. - - - - - - - - J m 2¢xba '� I m IL Q% ►' & I .o O b.EXHAUST DUCTS SHALL BE MIN 0.016 THK RIGID ❑ J 8-'ly2 3_ 2: , p NEW ��6 Q METAL W SMOOTH INTERIOR SURFACES WITH JOINTS - - - - - SM/GO HALLWAY r RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST -6" 3'-b" ' LL' DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL N 138 S.F. NEW SCREWS 1 1 BATHROOM O w "I. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER I _ Ip - 69 S.F. w EXIST. D _ u? 24x6$ ❑ 5 O LOCATION TO THE WALL OR ROOF TERMINATION. THE , m Q 0 MAX. LENGTH OF THE DUCT SHALL. BE REDUCED 2.5 DN °� �' w b N 00 FEET FOR EACH 45" BEND AND 5 FEET FOR EACH c10° a a I - 3 BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES cV cv � a A C� 5'�2 NOT INCLUDE THE TRANSITION DUC%T. - __._ 4 z N z !n 0 O 1- LAUND L1EW - 24xba 5-By2 18'-2" z m N N NEW EXHAUST FAN SHALL BE INSTALLED WHERE ROOM INE I t� I w O5 VENTILATION 15 NOT MET BY MEANS OF NATURAL q SF t� NEW u� 2 ~ 12 w CIRCULATION THROUGH WINDOWS OR. DOORS TO TRI. POST q gF DBL. POST , , Z Q w! OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION TO HDR. T TO HDR. Cam' U a 405.5.2.5; INSTALL AS PER MANU. 5FIE05 - - - - - 22 S.F. TRI. OST _0 T DR. PLAYROOM e l ONEW ATTIC AGGE55 - PULL DO IN STAIR: 223-•F../ I. MIN. 350 # CAPACITY 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. J 2�xba 2 x6 N OPEN T07 5M/GO 1 Fw- N N 3.DBL. FRAMING WHEN NEW OPENING (((/// BELOW cV I Q 4.INSTALL AS PER MANU. 5PEC.'s O 5. CONSULT 0. FOR PRECISE LOCATION OF ACCESS 1 5 Q O RAILING NOTE: NEW 2"x5" G.J. 24x6i, �! PROJECT: G O I. 42" HIH GUARDRAIL 4 SPINDLE 5PACINC ® 16" O.G. 0 Z S NOT TO ALLOW PA55AOE OF A .4" 0 SPHERE; m 36" HIGH HANDRAIL b SPINDLE �iPAGIN6 NOT _ TO ALLOW _PA55A&E OF A 4" (P SPHERE ' NE ROOMI NG 1 I 5'-O" ZOITAS 2. 6RIPPABLE RAIL AS PER E CODE 188 S.F. OBATHROOM � I-b - BATH S.F.00M 2Qxb$ RENOVATION 14'7I o 4 _ = 0is I L - - - - - - - - - - - - 1470 GRANDVIEW DRIVE a ORIENT N.Y. 11957 (2) 2"x8" HDR. 2 xb ' (2) I1.8"15 LVL HDR. - I2'_0" NEW D.H. NEW D.H. 3'-Ox5'-4" 3'-Ox5'-4" DRAWING TITLE: (2) 2"xl0" HDR. 5 DBL. POST 3 __- - To RIDGE PROPOSED SECOND FLOOR PLAN \ TO RID // EXIST. - - - - ---/ STORAGE 4'-9" 6'-6" UNFINISHED 4 UNHEATED PAGE: I A-105m0J. DATE: 10/25/24 8 OF 15 I I L- - - - - - -� x �� ,d. pc) FROPOSEI7 SEOONI7 FLOOR PLAN tp 2,154 S.F. HA51 TABLE SFAC E; 2,154 S.F. OROSS AREA 50ALE: 1/4" 1'-O 0ENERAL 5Y�f50L= E'�,r : Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT W WOOD FRAME (L.G. STL. U EXISTING TO REMAIN WHEN APPLICABLE) J NEW WOOD FRAME (L.G. � NEW FOUNDATION WALL STL. WHEN APPLICABLE) NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. STL POST FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL F— POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED 0 WOOD FRAME (L.G. STL. WHEN APPLICABLE) Z O ' Z ` f�u W- - - — - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — J _J 00 - - - - - � Z / \ / \ Y 00 / \ / \ < Zri N— — — — — — — — — �- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — / o Lo 0 � O W ° - - - - - - - - - NEW 2 "x8" R.R. - - X ® 16" O.G. ( U W - - - - - 2 - / PITCH 10:12 PITCH 10:12 r 0 J PITCH PITCH IOd , Q ; PITCH 10:12 PITCH 10:12 � NEW 2'x8 R.R. R' x 0 �`, NEW (2) 2"x5" R.R. v dJ ® 16" O.G. (V= < < ® 16" O.G. XO X �� ry N— X ry — � I 1 EB NEW (2) q.5" LVL HEADER NEW (2) q.5" LVL HEADER ES PROVI I II MPSON H N ERI5 TO DE I ALL R.R. THAT PLUSH MOUNT TO - HEADER AND VALLEYS Y / \ 0 — tee/ ( ) LVL HEADER - - - 0 v D <L W w 0 o of of x N o ply �0 OL dJ z N 2 Q w 0 Z aw aw b N N a d x p X 10 ® J 3 ® PROJECT: ql H PITCq:12H PITCH PITCH z 1 q' 2 ZO ITAS NEW 2"x5" R.R. NEW 2"x8" R.R. _ _ _ _ _ RENOVATION ® 16" O.G. ® 16" O.G. I I 1470 GRANDVIEW DRIVE U NEW 2"xl0" R.R. NEW 2"xl0" R.R. � - - - - - - - ORIENT, N.Y. 11957 ® I6" O.G. ® 16" O.G. PITCH _ PITCH DRAWING TITLE: PROPOSED ROOF PLAN I NEW 2"xlO" R.R. NEW VAO" R.R. ® 16" O.G. ® 16° O.G. PAGE: 1A-106m0l DATE: 10/25/24 9 OF 15 PITCH PITCH NEW 2"x8" R.R. NEW 2"xV R.R. ® 16" O.G. ® 16" O.G. h - - - - - - - - - - - - - ; OAs� , M� FROF0517 ROOF fi=L. N * � j SCALE: 1/4" = 1'-0" �.A,9T 0374� OF NE ELEVATION Nomm 0 HATCHED AREAS INDICATE NEW WORK MYR) w w _j NEW ROOFING: 1. SEE NOTE 0 SECTION 2. ROOFING TO MATCH EXIST. COLOR t STYLE BY 'GAP' cll� (OR EQUAL) (MIN 50 YR. HAIRM4,NTr) ONEW 51DINO: _j SEE NOTE a SECTION _j NEW HINDON(5): AS PER PLAN 0 (L NEN RAILING: >_ NEW HOOD RAILING AS PER PLAN z 0 3: z w _j - _-- --q - -_ _ - > 00 r2y _j 0 z cr_ _j w co Lo it T1 Lo LU a u LiL I ULI _UL w Liz LE tL H M -it L) w I L Li _j I IL ILE U11i 1 _ 11i t U-1 U 11 L It LL iu I IL Lw IL 11 11 IT II _111 LIL JL �jj ULIL -JLHJ 1_1 L la J1, L _j ju u- 11 A I ❑ M-11 LIUI LLL _jjj J L -1 j iL 0 11 L A- L-11 MILE. L 111 -1d i IL 11-111i UJILIL iffi j IUM L 1_2 1Lu I I i t I ]1A w Li I I I tLLIU i1i At 1 11111 _u LUj !-ll 1 � LIMILI IL LL=: L LWL , I I 'F i I L i L Ad LIU 1-..-u H Lj 11 11 111 111 -1 1 NJ ILL[L I I 111 111111 111111 1 1 11 11111111 HL DIU . 1 0 SOUTH ELEVATION (FRONT) o 50ALE: 114" = P-oil 0 E w L) w Z Lu 2 !R 0 0I (f) 0 01i to CL 0: U)z 0 2Ln In z m C-41 w _j ail 0 Z, U Z a. ca'I 04 1714 Lo 04 PROJECT: 2 1 :2 1 ZOITAS RENOVATION 1470 GRANDVIEW DRIVE ORIENT, N.Y. 11957 L11 DRAWING TITLE: 4,Ll'' PROPOSED EXTERIOR ELEVATIONS PAGE: ILJILL I A-201.003. J ]UM � 11__.lL --� ___la �L DATE: :10/25/24 10 OF 15 iJ U 11 L jl -h ; SILL. 11 IT AZ� Ill �-LI.LI-IJ- �11�1�1JLI�L1l_u1La J�.11 lb�ll EAST ELEVATION R10HT 510)E) SCALE: 1/4" = 1'-0" 0374 OF ELEVATION NOTES a — — p OI HATCHED AREAS INDICATE NEW WORK (TYP) W . J ONEW ROOFING: 2 I. SEE NOTE ® SECTION Q 2. ROOFING TO MATCH EXIST. COLOR E STYLE BY '6AF' (OR EQUAL) (MIN 30 YR. WARRANTY) ONEW SIDING: -j SEE NOTE ® SECTION H NEW WINDOW(S): O4 ' AS PER PLAN 0 NEW RAILING: ----------- ------ --------- ------- O5 NEW WOOD RAILING AS PER PLAN ---- --'!-- - - - - z - --__ - ----- -- ------ ----- O FOLLOW \.- ----- - FOLLOW____ ---- - -- -- ---- Z EXIST. HOUSE i I ' I - -_EXIST. HOUSE_. _ a 0 PITCH 1 -- -- -- --- --- - - --- - --- PITCH_ - -- - - - - _ - - - -- --- -- -- - -- FOLLOW W ------- -j EXIST. HOUSE J 00 - -- - \ --- - -- -------- -- �\ PITCH > It - ----- - — �LL1-� - ----— --- -- — \ z cy) CO LL11 11-u1�_ mil( �ll1 lJ 1� ` Y o Llij _ - - - '=- 1Ll L11_1 L - - z >: 4 < J U. rq LO L-tLMULALI I LL itj I I II II 13 __ -- — I IF All 7 L)r -- -- -- —j 7-1 1L1 i' 1L - I� Ll_L, Jl LL ILL _11 1 ! L 7 L1 11 Ll L 1L i I I I I � I 1 U � _I -1 4 4 4 Ll 11 _ L111_l_ll 11�ll l�J Ljit l i - 11 11I � _ ! �ll L LI 1LI u �IUL 1L �L l�1_l �I I fI -J_ll �, - - - w All1-1 I I I I I I I I II 11 = 111,1 IIII I I' 111I I II II I II I I H Y it NORTH ELE\/AT I ON (REAR) SCALE: 1/4" = P-O" o g 0 it w H z Io wi Z w pf o Q o1 V) no, 2 � 3 D z Ir rn o ` Z N 0� 04 0 Z C.) d 06 2 I � d' N N n \ -- --- --_ PROJECT: - - a4.5� ZOITAS - - ---- RENOVATION �� _ - ' �1 r�J 1111 ll_1ui_J J111.11�11 u ll J I IUi _1L11- f 1470 GRANDVIEW DRIVE i l�ll ORIENT, N.Y. 11957 ING TITLE: -- === --_--- -- =----_---==--_=-=-_ - ---:_------ _--_ ------- -- --------- _ DRAW LLi PROPOSED EXTERIOR ELEVATIONS ---- - -- -- -- - ------ -- --- ----- ----- ---- - Ll - - - ff L_l_ �1 L�1111 LI LI I I 1 1111_ 1 /A-202 . 0 .1 1111 L �1_lL1 1�1 J L Al 1U_I_1�_�1__ � -1 ll �.LlL1U11 J_1LI L1l l- �U1_l.Ll1 � � 1�-11 1_1a._l-Lll�1L1 -l_L I I u J 11.1�1�LH I 111 _ LJ1L1_ll_1 DAT 10/25/24 11 OF 15 LL11_lllu U _ JfLl �- � ���_.Lhi 1, J_1L 1�1_1J_. 1LU�1_l L J_LU L Llll�l LI �ll1_LLI LI�J�1L1� ! �l_ _1Ll Nu 1 �I�L L1Li l 1 1111 1 11�LLL J1 .11_l�_ I I 11_J U a�l J —1 ' II l._ 11J L 1.L11_1l-1_.LIL11_ - 11_ l �-I I I I I A I Iu11111 I f f �l VP NEST ELEVATION LEFT S1 [,)E) s:� 02 ��� p _ .. SCALE: 1/4" = 1'-0" TE ���` 0374�5 C (L BUILDING SECTION NOTES Q OI NEW ROOFING NOTE (TYP): W I. INSTALL NEW OAF ARCHITECTURAL 50 YEAR 5HIN6LE5; J MATCH EXIST. COLOR 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD Y`IALL AND AT VALLEYS OVER 5. INSTALL 15 # BUILDING FELT (U.O.N.) OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 0 5. GAP 51-1INOLE OVER RIDGE d HIPS (AS REO'D) J J 6.PROVIDE RIDGE VENT(AS REOV) "I. FLASH ALL VALLEYS S.INSTALL DRIP EDGE AS REOV NEW WALL TO a. INSTALL ALL AS PER MANU. SPEC.'s EXIST. R.R. 0 (L ': OTYPICAL ROOF 4 CEILING CONSTRUCTION: NEW HEADER ' • NEW ROOFING AS NOTED AS PER PLAN ti 0 • 1/2" GDX PLYWD 5HEATHIN6 (BLOCKING ® ALL PROPOSED RIDGE HEIGHT WD SEAMS) • R.R., G.J., G.T. AS NOTED ON PLANS (® SPANS ELEV. +25.5' ----- ------------------------------------- PLY — ~ Z OVER V INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N) 12 III / W • MIN. OF R-41 SPRAY FOAM INSULATION 1 NEW DORMER 4 00 R TYPICAL EXTERIOR WALL GONS'rRUGTION (TYP.Z NEW I"x8i� C.T.A5 PER PLAN" AZE > O O • UPON "TYVEK" HOUSE WRAP (OR E:OUAL) FACIA;OR EOUAt I 11 Z O O • UPON 1/2" GDX PLYWD. SHEATHINGS (BLOCKING ® I HE ER ABOVE ALL 1 EW `� NEN 1� rzk4 J O ALL PLYWD 5EAM5) I WIi�oWs 3 DOOR5 BEDROOM BATHROOM ) HALLWAY BEDROOM Y , • 2"xb" 5TUD5 ® 16" O.G. w/DBL. TOP PLATE PE PLAN Z }; 4 • MIN. R-21 INSULATION (3" SPRAY FOAM) Q Z T-I • 5/8" GYPSUM BD. WALL FIN15H — i ix J N BI V- W (D ONEW 51DIN6 NOTE (TYP): 6-003 Ln rl `I I. INSTALL NEW CEDAR SIDING p Q I,- O LA 2.I5# FELT PAPER (OR EQUAL) } O 5.INSTALL ALL AS PER MANU. 5PEC.'s 4.PROVIDE ALL NECESSARY TRIM FOR o 0 0 o o 0 0 PROPER INSTALLATION 4 5. SIDING SHALL EXTEND TO TOP OF EXISTING SECOND FLOOR Lij FOUNDATION WALL ] M �iJELEV. +12.6' ----- 3 � LLI F.J.AS PER PLAN PROV. EPDM FLAT U J ROOF MEMBRANE PITCH MIN J"-I' Q EX15T. EAT-IN KITCHEN DINING K I Tr,HEN ROOM EXIST. FIRST FLOOR --ELEV. +LT --- �. BA5EL I NE_ ELEV. +O.O' -—-—-—-—-—-—- w EX 15T. _W BASEMENT 0 O H O g O w Z Y � w Z Luo �co SECT 10N I -I/A-5O 1 z � SCALE: 1/4" = 1'-0" o o � z m NN W N O Z Z V d � : el 04 CA O ei PROJECT: ZOITAS RENOVATION TYP, ROOFING (5EE SECTION NOTES) TYP. ROOF CONSTRUCTION j 1470 GRANDVIEW DRIVE (5EE SECTION NOTES) SP��py�N ORIENT, N.Y. 11957 FLOOR SYSTEM AS NOTED ON PLAN DRAWING TITLE: G.J. A5 PER PLAN NEW 5TL. GAP FL. 'A' FLOOR WOOD BEAM BUILDING SECTIONS / WELDED TO COL.;SEE AS NOTED ON PLAN DESIGN DETAILS GAP PL. DETAILS NEW 3-I/2" O.D. 5GH 40 FASCIA BOARD NEW BASE PLATE 'A' HOT DIP 6ALV. 5TL. COL. WELDED TO COL.;SEE (A5TM A125) AS PER BASE PL. DETAILS FOR FOUND. PLAN BY 51MS BOLTING STEEL (OR EQUAL) BEAM AS PER PLAN EXIST. P. GONG. SLAB PAGE: PROVIDE GOLD JOINT (PATCH AS REOV) AT GONG. SEAMS (TYP) "SIMPSON" PG64 A-301m0l (FOR 5 PLY BM) "511'/IPSON" B052-2/4 j (FOR 2 PLY BM) EXIST. GRAVEL r DATE: 02/19/25 12 OF 13 BASE " I I I I I NEW (3) #5 HOR. 't REBAR UPON Z #5 NEW 24"x24"xl2" HOR. REBAR ((o TOTAL) DEEP P. GONG. PAD/V-i— ' FT6. (MIN. 4,000 P5I) ------ EXIST. FILL 11 2 STEEL COLUMN FOOT I NO I�ETA I ��"` TYi=. ROOF DETAIL A-3ol.01 _ A-301.01 50ALE: 5/4" - 1'-O" SCALE: 3/4" = I'-O° OF to v Q w w J a : 0 J J_ F- O a. Z o ' Z Q o w -j J 00 z r-I � O Qz � U. w co Lf) ixr-i ti LO w Q w F- U _ J U J Q 4" FRESH AIR VENT o J I L THROUGH ROOF O w k � Q I Q W I a: I o I H FULL BATH FULL BATH __ FULL BATH I! FULL BATH LAUNDRY g FULL BATH FULL BATH FULL BATH FULL BATH LAUNDRY r I 1 2 1 I 1 2 1 t I I NOTE: w 2 I , ALL PLUMBING WORK H I O 1 I 1 I I I I 2 1 '1 O SHALL CONFORM TO Z Y LOCAL PLUMBING CODE p w j 1 2 1 11 j 12 1 j 1 2 1 I 11 2 1 1 2 1 O v Q 1 2" B I i 2" B I 1 2" B I 1 1 2„ B j I PROVIDE "ABE5G0 FP200 FR N 4°� Q°� Q°� 4°� z p I I 1 I I I I EXPANDING FOAM (OR EQUAL) o Q p 1 1 1 1 1 I I I AT ALL PENETRATIONS IN FIRE w i O4 i !Q IiQ � i !Q i !Q 4 0.. o N I I I ( RATED WALLS AND I I O 1 O Q4 1 O q4 1 O O W W G W I 1 W FLOORS/CEILINGS. PRODUCT I I - I ! EGEND 3 1 I I I �I ISHOWER 1- 1 ISHOWER 1- I ISHOWER 1- I 1 15HOWER 1- 1 2 CONFORMS TO ASTM E BI4, 3 t :v W.G. W.G. 31 31 WG a� �I 'O m Gi I I I I I �1 'v I 1- m 1 O *I I, m x1 :O I I: m �1 :O *I Iv m ! N ASTM E 84, AND UL 14711 . - _ I HOT WATER x WASHER NI IN SHOWER ryI iv1 1= SHOWER cVI N1 IN SHOWER "ryI 2 In N cVI 1 ----- SUPPLY N p O ~ „ SHOWER I \ t- N N G.O. 2 2 2 3 I 2 G.O. - - - -I ; _I •� 1 I :- _t wASHER -I •- z m 1 � _.._ . _ . _. _ .._.._.. - GOLD WATER ---------- ----------- -- ------- ----------- ----------- ----------- --------- ----------------- I �.._.._.. SUPPLY 2x w WET BAR FULL BATH LAUNDRY NOTE, 11 0 z Z ALL PLUMBING WORK SHALL CONFORM TO NET BAR FULL BATH LAUNDRY I j PROVIDE "ABE500 FP200 FR LOCAL PLUMBING CODE 1 EXPANDING FOAM" (OR EQUAL) rl AT ALL PENETRATIONS IN FIRE x O _ --i 2 1 1 I RATED WALLS AND 1L r- 2 I „ O I FLOORS/CEILINGS. PRODUCT � 0 -� I GLEAN OUT � 1 1 N N � I2„ 1 1 2" 3 AS REQ'D 0 �� I ASTM E 84, AND UCONFORMS TO L 14'Iq 14 Q M 04 I t EXIST. F.A.I. TOIL I I I I p �� 2 WASHER REMAIN 1_� � I I� i t LL SHOWER1 1 I W.G. I „ 1 ! PROJECT: I I `O =I I, m am G.O. 3 2 ivl t� "ry1 I= SHOWER n l cV l j I G.O. �' !- � WAS �' �-. _.. . _.._ . ' j _.._.._.._.._.. ZOITAS .._.._ . .._.._.._.._.._.._. G.O. � -- ---------------- ----- RENOVATION 4 1 I 4" HOUSE GO GT TO lj I MAIN DRAIN G.O. EXIST. NA TER 1 SUPPLY SYSTEM 1j I ~ I TO STREET 4 1 ! _ WATER MAIN TO SEPTIC SYSTEM I _ _ _ 1470 GRANDVIEW DRIVE ORIENT, N.Y. 11957 Q = I L DRAWING TITLE: [E3X0I15LTR PLUMBING RISER DIAGRAMS FLUM51 NC RISER - DRAIN / NASTE / VENT FLU B I NC RISER - SUFFLY SCALE: NT5 SCALE: NTS PAGE: P-101000 DATE: 02/19/25 13 OF 13 <-• � '�.'tea. r Y: