Loading...
HomeMy WebLinkAbout23413_2_001_179.37-1-22_166_JEFFERSON_PLANS _ _ . _ __ __ �► fhe `oilovr,r,� in(onnation is an � - y F� - prcximate and NOT quaran!eed 62���� a A`�E °m �°1 a z Roof Area 0 ' '�� �,�°n �`o z-' Overhang Lines 0 � �o=,`, �.c Raked Lines 0 20'0" = 20'0" ( = 20'0" °'"�a -a�'o �a�Z m= a Ridge Lines 0 � - �t�r �c 2 a��Z a~ �E y�� Hip Lines 0 � � o-� - e��o y � Valley Lines 0 . � rn y,�_ U�a�c���O m�'v 7jK aw�y_ ' . . �9`°m ���aEW�a `°`o rn= v ..�Ft- � � naE2 9n�`nc�UZO ,-o,.--.... < .._...__ ,..R ..,�;:�--. _...,._. ___ _.— _. >�.. . ,�-�.._ _ _ �_- __ _ � _- __ >c�'" a�'�` �Q_ �� � <.-+�:�__ _`.__.._-� . .�� .._. --y.�>, ,.� . .:�.:�...� .,.�..: _.._.:.;�. - .��.��._ _ — _ _ _ _ - `o t m�� 1'2 1/2 '�" � �_._�. _ __,��__ _ _ r 1'2" ��"o s����o� �;: ! � = �I F01 1'1 1/4' � F01 ^'m$ �� ..�oz w � � .. mN'mm' c=`on�-'O . .. . , ' � i°� a� nl 4'�� : II v F11 -' _ ,. - :I - �c`o'^ �9E�a.c�z O � � O N '"vmv y�w���WrnU 1'111/2��I� F01 C m - . .: F01 '� o ��- � sm�=��m s F11 , ; i �� I. � ..; I .. '.i (�J �p`a.w c m C_ K _ a�o 0 mcC WpTtmdW�W o i . � .. A.-C�yat7 2'01/2„ jt' F42 'N - � N F02 ' o "''wa LL`"2=''��w= I�.. MSH422 N .� � � y N E� � v F�2 O �SH422 � fV d,=:cF rn"opan=�rw� _ � 3'6' msHa22 . � � a . o do� dmoamc�VO �� I�, . �� . . � ' , 3�6 '- �_t� ay n" rnOQZ c�l i� MSH422 3�6� , , ' = MSH422 - i� .�^r u c"m�� ' O c i �SH422 i O .� '� �� >� 2 a3td-o'��Y- . .._. i .-.� . �'- .,. a..t c��m r _ �. F034 0 = � � - � - , ' Z�m� a=�y„�oZ� O I� � � .- � �" � _ -' . , .,.- O� � O O�n'�� L�t_o y O LL � iV .... MSH422 u- � ,J � _ �a� m I.LASH422 F03(4) �i N ¢m a o '�-�o��U n�� � o I'. .._ . � If� � MSH422 .. . .. -.O ..:.1. . �i MSH422 ,I "ry �rn�o a 2�II a nz=Q I � �p tV f�� MSH422 - � „��d �r i� _ p � � sHazz F17 ' ' - z�a� ` � „oQ� a - f �°} . ..1 1 3/4 ; I a a c° w � o.'`'�- a N �,` � i) Post needed g F14 ; ; � .. 2'0 1/2�� � �a`E m e��-=Z�W� F02 i i 5'8 1/2" 'MSH422 � � g m� _�N g��o N� N " ' F14 �. ,. , i; F02 1'111/2" No�o �';��- o�z `_ i ; _ — _. ,_ _ ' � . , . p . �: � ' �caa E`°m v�pNZ � ��,.�. �_.. '�. _- _.._._ _. ' , �._._c =' �- 0 2 w� p F04 I � o �9`0,`�° 9y`o� '"ao cV �..,. � ; o �� I '. ';, cV fn o.0 8 `m�'w"\ o p w O 1 - ' �� _ _�� _ =�ws �� �ed�a� _ . � - ��= a �2.- mq�=� _ . , , o 0 N �.. �� i� �� . 0 � I � -� N .._. ..... t � . - � F�5�4� I I; :. � N .j.. 'i I � � o j�:� '.s (V o � �` - I � _ ++ ; o �(V �� �� ..� i :' »,-I �y 1'3 1/2" I � , �_ .. ' �; . �� �� C � � m , --- — o ,� � : �_ > ,�. �- - — - o � M � �, � : � - i � � � �- � _�� , _s,. � -_- --- - `n „ ; F01 L � -, - F01 L �v __ �, �� � w ^ Q � 11 '1 t � ' : o � � � ; N Q � ' � - :' � O N I`�.. `,� :� v. . ,.� i .I o � � � O � ... �r , �, .: N � � r � � d . p .. i ' �_. _ ; •I _ i '� _ � O :- �I ' o CD fV � ; �i �. .-.. , : r, 1 N ' �'s: . i t .. � _ . T i ' ! i � N I :� � I ' - . _._ . . ,� ' o - � � � � � ii � - :� - � - o � F o (V ���� I � ' � � N .. C{ I` - �� a i � � � � ,�,, ,ir��_ 1. f ( � ' - � � ,�, „z�� �N F02 N -4...—. o ' u,' (:_ � _ N F02 �+ � � 2�O 1/2��i MSH422 �`x� , � i aSH422 t; 2�O 1I2�� ' � 0 � _ I ... . � _._ � . ...o . .'i c. g,g ' e.:.: - - ,,: � � � �� N p ��. 3r n � ' � , 0 N O� (� x iV I � MSH422 ��� ... .,-..� � €� MSH422 .: N �.. � � _ . .. � ��� o � � I �N � o. ...:_._. � . . � _ � .�x o � - ' N f� F03(4) MSHa2z � o> �I J - � �, uasHn2z F03(4) � � TS o�o f I i �� `V � � I o a .. N �... MSH422 N � �.� ��I _ �..... . . . , '.. MSH422 , � ��.C-� � � � (V � �1+J N ;:" �........... ", .,... F03L _ {. _ ....:. _-F08L 1'1 1/4" ..: _.',', � ; i� 4 ci F09 ' � ; F24 i o � � ;d o : ; N : ,.i ^� , - ' N G :C o i F�8 - Y' _ F�9 _ � m _ � � � , o =w. v fV �,::. ^y -e . N � �` 1 2 ' F08 I. F19 ` �� „ '*-� k _ __ ,__ � __ � a-��._._. .. __ � . . �-�_ _._.. _ _ _ � � F05L F05L � � � '� r. :�^ Q 'B r 21,��� 5��„ 15,p�� Z����� � � u 62'0" +� -. l�— - _ _—_ � p o ..0- __ d = ,� d A K o —a � x � 0 3 0 � � "`�l: . _ _ - D m . . A - zo ��� 0 0 w p n', � � N - N m m(1 d 54'0" i 26'6" 26'6" �I _ ___—. _. _�.�_. �._...w. �. ' i, , , , , � �. ; � i_ � � , � i i i i �.... ,._ ( , � � r-. , i i" � i I_. i �I ...i ; � I I ( I' � 1 i" j I i N N i.. I O � i i O ! I � ' o� ��� I ' nno���o� � - - I j � � i.... I I I �.: � ; , ! , ; , , , ;... ; ;. , � ;_ � , . , , ' � ;. I ' I I I I... I I .� I � � �, ! , �� � _ , i I a � � M02(4) I � , i � ; ' � � � :I � ; ; � � , ; , . ; , I � � 1 I N � O N � PB02(12) ' ' o 0 _ , _ � � _i o , i . i T02(e ..i -.- __._. �. T _ �_� -�,�, -.m._,�T____----- ------�. , i — — - -- -- � ., I , , � i i � 1� �� i i.., ; 3 �� _1 1 �� I I � i i I � � I I I I� i1-: I I I...� I � I I' I �:.�. : F � . ..� I 1 I 1 F I � ;,, �0L)lOW ',� M01(10) ; N 0 4 ;_ � � � o � ` i' i r � , ' I P601( : i I �, � �.. �' ; ; ,_. I .; �'; ' f � i- � � ' I I I_ �j 1 1 I ':: I I .... � . ' ... f . � i 1 �..... 1 ; .. � ....� ..:.... .... .... _... :..-. :.. ....:... .... .... :....... .........:.. ....:. _._... . ......�.. . . �I..:.�. .. r ,:.e.... . ....a. . . ...r._.. . ..�... ,; .......p.� o ..�...... I , ..r. ....«..., .� M01 GE ����� M01 GE 26'6" 26'6" 54'0" 168 Jefferson St H S S A TRUSS PLACEMENT D AGRAM ONLY. These trusses are designed as individual bui ding components to be ncorporated into the building design at the specification of the building designer. See individual design sheets for each russ design identlfied on the placement drawing. The building designer is responsible for temporery and pertnanent bracing f the roof and Floor system and far the overell structure. The design of the iruss suppoA siructure including headers,beams, Ste�/e Ell I�er - alis,and columns is lhe responsibility of the building designer. For general guidance regarding bracing,consult"Bracing of �� od trusses"available hom the Truss Plate Institute,583 D'Onitrio Drive;Madison,WI 53179.It is the responsiblility of the �� 04/27/17 eneral ContrectodSuperinlendent to verify thal the provided truss layout shall match the final intended construclion plans, ' oading conditions,and use.If they do not,it is the responsiblility of the General ContractodSuperintendent to provide . rints/plans conlaining the latest specifications and designs. Universal Forest Products wiil not be responsible for prinUplan � .d A Universal�'orest Products-Cornpan For Approval hanges by others eHer final approval ofshop drawings,nor will they be responsible for ertors or modfications made on-site uring construction.DO NOT CUT,NOTCH,DRILL,OR OTHERVNSE"REPAIR"MANUFACTURED TRUSSES IN ANY WAY 11.Palls Indastrial PvlcRaad��I�Iuds�n,�Ny'125:3:�f Phonri 51$-R3H-2$R$-;I.ti<::518-l32$-2:iU8 THOUT PRIOR WRITTEN AUTHORIZATION BY A LICENSED PROFESSIONAL DESIGNATED BY UFP. UFP WILL NO'i 17043423B E HEID RESPONSIBLE FOR ANY MODIFICATIONS OR"CHARGE BACKS"DONE WITHOUT PRIOR WRITTEN UTHORIZATION FROM UFP - - - - - - TOP OF PLATE TOP OF WINDOW \� _ -1 O Cf� i � �� _ SLUSFLOOR_ _ m �4 TOP OF PLATE TC?P OF WINpOIU \� i = Q� Q i � • � : TCJP OF SLAB � � _ i � � � i ' i � ' LI� ' ' � ' , ' � � � ' TOP OF FOOTINCZ � ' � - — - — � ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- � �-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------� f ��O 1 `4 I �1--�� Y � I I O 1 `� -rw� i " SGALE: I/4" = i�-O" _ C�r�21���r G I�...aY r� �.�v�z� oN� :, .:,,, � _ TOf' OF f'LATE TOf' OF WINDOW \`0 _ _� Q C!� i � �,� _ SUBFLOOR _ _ m �4 TOP OF PLATE TOP OF UJINDOW � \`� i �� � � \ i \ ;, � w ` n � ��'`«;�. $•���`'�ry �••/���������� l���I..� �� I��� � � ���.a f>� `� �a�' TOP OF SLAB . - - — - — ���:.� � . '� � .�' ���'"�T.<� :� �� � � D�SIC�N UJIT�-I ,4 N�UJ POINT OF VIEUJ � _ , � . � � � , �� �� � � � � � Ef l , �, � ' � k � f��- 6 MEGHAN COURT � z � � ' O '� ��1��� �� SARATOCsA SF'RINCsS � i } ���� r ��`� NEW YORIG 12866 (518) 581-SO19 (PHONE/FAX) TOP OF FOOTINC= � I � Y� i w .:�, - — - — - — ��-------------------------------------------------------------------------------------------- � l^' VI ���\\/ ���\\/ I \�// l^'VI�(�J fK ._ /� .. '___"""_____'_"�'____"_____'_'____"'_'___'__."""__"____"""'__""'______'_"__"_.� I DESIGNEDBY: ��OI l� � 1 ���1 � �^� R ��101 7V •'''___''_'_____'''______'__'_''_'_''_''_�'''''_____''_______'_'____'__'''____''''_____''''_____''''______'''_______'__'__'''____'''_''__'_''_'_'''___'_''_'_'_______'_'_'_'__'____''''''___' c � DRAWN BY: 1�/ V V����1 �V O 1 1 V�1 ���� }���� ���� /�t lO� CHECKED BT: i!� Y I �. PROJEGi NIlI'7BER�. DAiE BGALE DRAWIN6 NO. SHE=i NO. ` CALE: 1/4" = I'-O" � Z 2014042 MAR. 1�, 2015 AS SHOUIN EL-1 1 , N��T�1 �I��VAT�on� _ _____�— __.__- --___ ___ _-- - _--____. ___ -___ I - -- _ __ ___ _ , _ f� _ _ . __ _ _ __ _ ___ �T_ , ����_�. .�_._y . , �� _ __-1�. __ _ - ------ ---- _ _ -- ____ . � TOP OF PLATE TOP OF IUINDOUJ �� _ i Q C� i � �� _ SUBFLOOR_ _ m `0 TOP OF f'LATE TOF' OF IUINDOW \� i c � � 1 � TOF' OF SLAB � � � � � � , i � � � � � i � � � � � � TOF' OF FOOTING i � - — - — - — �y-----------------------------------------------------------------------------------------------------------------------------------------------------------------y: �(�..FT'T� ��� Y ��I O 1 �4 SCALE: 1/4° ■ 1'-O° I �12 12 ll�� 1�laST) ����1TIC7� 6I / �6 \ V � TO� OF PLATE . , . � . TOP OF WINDOW � • , ' � � . . . . . . ..... . 1' . . �� _ . . _�M O . • . . ' • . W I ' . � � . .� .. . . . ' .. ' . �.d _ SUB=LOOR _ _ ' m , . . �9 � ; ' ' � ' '.. , . TOP OF �LATE • TOP 0= WINDOW �. :r \�I , . . 1 _ . Q� O � :. • � � I . ' U7 . , TOP OF SLAB � ' - - — - — � . .. . } � : 0 ', . . � � Q ' ' �~.�^��. ����������� 'V� I �� I� I��� � i � ���� . � ; i �,,,°��" .������a^ �� , ' , , , �Y �° , : . ; _ : ` �,� '�', �` '�. . D�SIC�N U11T�-I ,4 NELU POINT OF VIEUJ . �oD oFFooTiN�— • ' ------------------------------------------------------ -------- - - -- --- - - - - -- ---- --------------------------------------- - - - � ' -� � � � a � ' ' . �———-———————————--————----——————----------—---—---——----------------——----——--------------------—--------------------------------------------------------------—---y, ,� � a � �� ' - : � d �%:�` ' 6 MECsNAN COURT � '�j, �-:..� R`J" � SARATOCsA SPRINGS • • : , ' , � � � � �����,4 �� NEW YORIG 12866� ' 1518J 581-SO19 IPHONE/FAXJ ` ���T �����4TION - a ,��..�,y� �,��,�. : , s s � � ' �M� SID� ���u,��lO1�lS � � SGALE: 1/4�� = I��O� DE8IGNED BY: • � . . .. ��c� � G�{:.—�M T��� J .. . DRAWN BT� 1 1�V �I����1 �V O 1 1 V����� � .. .. C CHEGKED BTi ' PROJECT NUHBER� DATE BCALE DRAWING NO. BNEEf NO. . • � � 2014042 MAR. 1"I, 2015 AS SI-IOWN EL-2 2 � . ____ _._----- _-- , ___ __- _ .__- _- _ _ _ __ _--- __ ___ _ __ _ __ ___. __ _ --- __ __ - --_ — --- __ _-- _ I �- _ _ __ ________ _ _ _ _ __ __ . _ UNIT #� l�Nl�' #3 U1�IT #� C��N�R�L NOT�S: I. ALL GONS7RUGTION t0 GOMPLY LUITN THE NY 6TATE SUILDINCs CONS7RUGTION GODE AF'F'LIGASLE TO ONE AND TWO FAMILY DIUELLINGS TO TI-IE NY S7ATE ENERGY GONSERVATION GODE, APPLIGASLE LAWS, STATUTES, AND ALL LOGAL T2ULES AND , n � i � RECxULATIONS. BUILDER TO BE RESPON518L� TD N.Y.S. CODE f2EQUIREI'1ENT5. �'_��� �'_��� 2. COMPLY WITH ALL LAWS AND RULES AND ORDINANGES AND ORDERS OF ANY � i� � �� � �i � � ii � it � i� � �� f'UBLIG AUTHORITY BEARING ON THE PERFORMANGE OF TNE WOF21G. 10 - 5 -O O 5 5 -O 10 -0 10 -0 ��_��� 3. THE CONTRACTOR IS SOLELY f2ESPONSIBLE FOR ALL GONSTRUCTION MEANS, aA METHODS, TECHNIQUES, SEQUENGES, ANp PROCEDUR�S AND FOR GOORDINATINCs -O" � 0�� � � ALL PORTIONS OF T+�#E WORK. 4, 7HE PROFES510NAL SERVIGES OF THE ENCsINEEf2 DO N07 fiXTEND t0 OR �c�'_(o j2�� 2O�-O�� �C��_�%�� a O INCLUDE THE REYIEUJ OR SIT� OSSERVAT101J O� THE CONTRACTOR�S IUORK � � � OR f'ERFORMANGE OF TNIS JOS. THUS, TNE ENGINEER IS NOT RESFONSIBLE � � Q c�1 AND IS TO SE I-IELD I-IARMLESS SY THE OWNER FF20M ANY CLAIM OR SUIT \ , � \ ' �I W+-lATSOEVER, INGLUDINCs ALL PAYMENTS OR GOSTS INVOLVED ARISINCs FF20M �I Y (N� � m � 3'_6�� �I Y IIV� OR ALLECzED TO NAYE ARISEN FROM THE CONTRACTOR'S WORIG TO CONFOi2M �OO� StAIRS: � � STAIRS: �OO� TO THE DESICsN ITEM, -- - -- 16 RISERS g 8" --------- ---- ---- 16 RISERS g 8" � STAIF2S: 5. It IS T+-IE BUILDER'S RESPONSISILITY TO REVI�UT ALL DIMENSIONINCs AND O 15 TREADS m 9" _________ _________ 1B TREADS m 9" 16 RISEf2S g 8" DETAiLINCx PRIOR TO CONSTRUGTION AND TO ASSESS AND V�RIFY MEASUREMENTS _� _________ _________ � ------�-- 15 TREADS g 9" O� EXISTINCi GONDITIONS i'RIOR TO CONSTRUCTION. CV � --------- � ------""- ''-----'- cN � 6. ALL PLUMSINC� SHALL BE INSTALLED IN AGGORDANCE WITH N7 STAT� cV � CONS7RUCTION CODE AFPLICABLE TO PLUMSINC, AND NY STATE HEALTH � SMOiGE d C.O. SMOiGE a C.O. --------- Q O�► DEPARTMENT f2EQUIREMENTS. � --------- a � DETECTOR DETECTOI? _________ � 1 Q - l. ALL LICs1-ITINCx , U1IRINCs, CsROUNDING AND DEVIGES SHALL SE U.L.RATED � ---------- ---------- J � � - __________ __________ ---------- � LISTED AND GOMPLY U11TH NEG INGLUDINCx CsROUND FAULT F'ROTEGTION FOR � _ __________ �,, ALL BATHROOMS AND EXTERIOR OUTLETS. - B ---------- ---------- B _ \' � D I N I NC� 2 �I x I�� ! �I N I I�l� � 8. PROV IDE NAF2DLUIR�D/INTERGONN�CTED SMOIGE DETECTORS ON EACH FLOOR, IN m �y __________ SMOIGE t C.O. � X EA. BEDROOM, AND IN I-lALL ADJ. SEDROOMS, AS PER GODE REQUIREMENTS � X ���� t -'3 �/2 ' -"'-""'- �QQM DETECTOi2 /� �� /� O v = ALL SMOIGE DETECTORS SHALL SE EQUIPPED WI7N A BATTERY HAGiGUi'. � ---------- t� f� _� v ---"---'- '�. `^ � 9. PROVIDE DIf2ECT OUTSIDE COMSUSTION AIR FOR FIREPLACE IN ACGORDANCE �' "� (V � - � WITH TI-IE N.Y. STATE ENERCsY GONSERVATION GOPE. _ ---------- - -- C� ., L/F Q � - - - a -�(� --------- � N 10. DRAWINCzS NOT TO SE SCALED FROM FOR FIELD lUOf2K PURPOSES. N ___ �� � _� __________ __ ! d UI � 2�'�� `" � _ _ _ _� - - - 61 Il. ALL IUINDOUJS INTENDED FOR EMERCsENGY ECsRESS HAYE TO HAYE A MAX. � i� � �i_S/2n m "� _ _ __ � i� � i� SILL HEICsHT OF 42" OFF PINISI-IED FLOOR. -O O � -���2 3 -6 12, ALL HEADERS TO SE (2) 2X10�S UNLESS OTHERUJISE NOTED. � ��j�t�--� 13. GI-IIMNEY TO BE 24" ,480VE ANY STRUGTURE IUITHIN A 10'-O" RADIUS _ 2�-�� 4O�-�0�� 2�-��� �-�� cv� ~ _ 21'OI MEASURED FROM CENTERLINE OF CHIMNEY FLUE. -���� �� Z 14. STAIf2S: �U o Q `t 8 I/4" MAX. F21SE. � ° } �/F � 9" MIN. RUN � L UND� 2'-6" ° - cn �� Y I I PLUS 1 I/8: NOSINCi 2�-S � 1�I�C1"'T�N 2�-S" MIN. SETIUEEN HANDRAILS O fGITC��N � I I �� - I I M � p PROVIDE LICaNT IN STAIRCASE O O p� � � MUp �� � � p O ' 11 I I�C1"'T. O � I-IANDF2AILS: �n ^ ;;�I I � }� �i I I m 61 - m 4-IANDi2AILS SNALL BE INSTALLED SETWEEN 34" AND 38" AS MEASURED ���I I `Q I I 2-4 I I Q � Il I It�1� _ AHOVE TREAD NOSING � 'r}..} � f-���f�`� 0 I-IANDRAILS SNALL HE INSTALLED O1J AT LE,4ST ONE SIDE OF STAIRS WITN a � _ � TU10 (2� OR MOi?E RISERS. _ = VF Q - 1-� MINIMUM WIDTH OF ALL STAIi2S SNALL SE 36" ABOYE NANDRAIL. O O ' �� ' �� ' I �� � 3�-rJ��� rJ�-O�� IO�-�0�� O MINIMUM WIDTH SETIUEEN HANDRAIL AND WALL SHALL 8E 31 1/2" 10 -6 8 -9 � -6� _ _ �'_��� - �y - MINIMUM WIDTH SETWEEN NANDRAILS SHALL BE 2l° O - O WNEN NANDRAILS ARE INSTALLED ON SOTN SIDES Q O oi � SPAGE SETWEEN NANDRAIL AND WALL S+�ALL SE A MINIMUM OF I 1/2" � _ � -� � � u i n = � 1.I1 NANDRAILS SNALL NOT PROJEGT MORE TNAN 4 1/2" FROM FACE OF WALL. � Q 1J�-�" �'-O" 3�-5��� O 3 -5� 5 -O 10 -6 Q � � 15. ALL GONGRETE TO BE 3000 f'SI - 28 DAY UNLESS OTHERUIISE NOTED. � � 16. LUMBER TO I-4AVE MINIMUi"I Fb = 1000 f'SI IFOR REPETITIVE MEMBER USE). N � ����• 5'-�" �I_O ' ��� /� *� + � 0 Il. ASSUMED SOIL BEARINCx vALUE OF 2000 PSF, GONTF?AGTOF2 TO vERIFY PF210R � ���*,���� _ � -N 2�-�n ��-8�2�� 2�- �� Q ^�I�ID� � TO GONSTRUCTION. \ - � I8. PROVIDE UJOOD OR METAL SRIDCzINCs EvERY S'-O" O.C. HETIllEEN JOISTS, � � O O � � UNLESS OTHERIUISE NOTED. PROVIDE NAILS AT EvERY SEARINCx. � � ``� 19. ALL 1-I�ADERS IN SEARINCs WALLS ON OF'ENINCzS 6'-O" OR GREATER SI-lALL O � � � O � 8E SUPPOf2TED ON EAGH SIDE BY A MINIMUM OF TWO l2) STUDS THE SIZE � Y I I �I O 2'-g° � 2'_g" _� OF TI-IE ADJAGENT SEARINCs UJALL. IUSE SINCsLE STUDS FOR OPENINC3SGJNdDER �'- 1�ITC1"��IV , i� , �; , � ii - �uTL'�� z�_S ^ �I�C��� 20. PROVIDE DOUSLE FRAMINCs AROUND ALL OPENINCsS AND POUBLE JOISTS 2 -O 3 -6 �4 -11/� p « �� 3�-(0�� Z�-O� UNDER ALL fi'ARALLEL PARTITIONS, ��� - IEXGEFTION: DO NOT USE DOUBLE JOISTS UNDER PLUMBINCx WALLS) O z � L/� _ 21. FIRESTOPPINC3 SHALL BE PROVIDED AS PER SEGTION �1� OF THE NEU1 YORK STATE BUILDINCs GODE. O ��T ? o � > O ry 22. DESICsN GRITERIA: Q �J � LIVE LOAD _ _ _ „� _ _ _ _ FIF2ST FLOOR RESIDENTIAL: 40 F'SF 2�-10" r 3�-O" p � FLOOR DEFLEGTION LIMItED TO 1/360 ---------- � - � ---------- 1`1 ---------- _ � 0� � SASIG WIND SPEED = 90 MPN � D I N I NC� � � CaROUND SNOIU LO D = SO PSF, t sMo�c� e c.o. � � ^ � -' ., � � Q �I�I�� ''-------- i ���� ---------- �I �I Q � �Q 23. ELECTRIGAL WIRING AND EQUIPMENT DESIGNED AND INSTALLED IN ; DETEGTOR i cv ___ c� SMOKE a C.O. . GONFORMITY WIT�I AN81, NATIONAL ELEGTRIGAL GODE, AND SHALL MEET ALL '� ���� � ------- - ---------- DETEGTOR �IIVII�1� � � . " , - �,�, N /l L7� /l X . LOGAL GODES. .. � ---------- ---------- g m . STAIF2S: STAIRS: {���� f�� N _ ❑ •' 24.ALL CsARAC�ES SNALL SE SNEETROGIGED U11TN B/8" TYPE "X" SNEETROGIG TO -------�-- , -''-�----- IC RISERS g S" � B ` � � TO GOMPLY UJITN N.Y.S. FIRE F'REvENTION t BUILDING CODE. X 16 RISERS m 8" �- � _ ---------- ---------- 15 tREADS m g° "� ' - 25. DOOR FROM CsARACsE 70 LIVINCs Af2EA SI-IALL BE METAL INSULAT�D "G° LABEL ' `• � : 1S Tf2EADS g 9" -________ ' � Z , AND ASS�MSLY WITN SELF GLOSURE. i --------- ' _ _ ' � =N � `' ': _ 26. ELEGTRICA SWITCHE UST BE BLOGKED AWAY M DOOR TO AGCOMMODATE � L S M FRO > ry --------- --------- \ . O 3 1/2" TRIM. - �i � � --------- . ���-Q° --------- �i � _ � . 21. ALL SATNS W/O NATURAL vENT. SHALL BE EQUIPPED WITN MECHANIGAL � Ql ' _________ _________ '� � � �.. � � FANS DIf2ECTLY VENTED t0 THE OUTSIDE. ' . :: g�_��� ^ ` ' _ ENERGY NOTES: , • . LIVINC-c ------ . „ --------- LI�INCx " � � 6�-O I. ALL SUILDINCx ENVELOF'E ELEMENTS TI-IAT CONTAIN MATERIALS IUHIGI-I ARE . . {' '-" -'-- t GAPABLE OF ABSORBINC; OR TAKING UF' AND NOLDINCs MOISTURE SNALL BE - �OO� ---� ---- � D -- � ---- �OOM PROTEGTED SY A VAf�OR BARRIER RETARDER LOCATED ON THE UJINTER IUARM , �� ' \/� ❑ _ = OF TNE INSULATION. ` ` a GO Y D Q . 2. INSULATION SHALL BE INSTALLED IN A MANNER TNAT PROVIDES GONTINUITY ' O O -}- � Q � . OF INSULATION AT PLA?E LINES, SILL LINES, SAND JOISTS AND CORNERS. . � S I O O� � � � - 3. AIi2 INFILTRATION SARRIEF2S SHALL 8� INSTALLED IUHETHER A vENTILATED � . � �g�_(p��� � � � ' �c�'_���� � O SIDINCs MATERIAL IS INSTALLED OR TNE SIDINCa TECNNIQUE NECESSITATES - . � a � . � A LOOSE FITTIN�s APPLIGATION. , N 4. BUILDINCz TO SE CONSTRUGTED AND INSULATED IN GOMFLIANGE WITH THE N.Y.S. ENERGY CODE, ��U°, "R�� AND INFILTRA710N VAWES FOR ALL DOORS � a , a a a AND WINDOWS. ^ �i -O" �f -OII �i�-O�� 2�_6�� 2�_��� ��_��� .��_6�� ��_0�� ��_��� ��_��� . . � 21�-0" 5'-O" 15�-0" 21�-0" � � 62�-0" _• � 1 : . � , � . UNIT #1 U1�lIT #3 UNIT #2 w - � : - ° � �w��'{��� � ,�1„f SC,� S l,�l�l 11�f I�" � , � ��� �� � �� . �'_+ ����''�.,��y �*µ � . , ���a� ,�, �rt.��°� � � �� �' D�SIC�N UJITN A NEUJ �'OINT OF VI�UJ r� ' �:`� �" � � 4� � . 'i . _ _ , . o� '" L � .�i � . � . 1. �*r �.. f? � � � .-.�� �` 9 �� � 6 MECsNAN GOURt O Q��?("�P,� �,,�'d'� SARATOC=A 6PRINGS : � � `£""�, � ��� N�W YORIG 12866 1518) 581-SO19 IPNONE/FAX) . a . w � � �� . � _ . : � . � . . DESIGNED BY: �f��� ��O O� ���� � ' � . . -- V . .. DR4WN B7� 1�V �� �/�1 ��1 �\/O 1 1 �/�1 ���� . . � . ., � " . . CHECKED BY: � ' � ; i PROJECi NUYIBER: DATE SCALE DRAWING NO.. ' BHEET NO. • � � L• _ ' � O Z 2014042 MAR. ll, 2015 AS SNOWN FPP-I 3 - --_------. ._____ _ _----_ __ _ __-----__ _ _--- ------- . � _ _----- _- _ _ _ - _ _----- ---- ----- ---- � --- -- ._.__ __ __ ---- --�.----��--- _ _ �^--_ I _ __ _ ___ _ _ _ ___ __ _ . _ __ � , UNI� #3 UNIT #4 U�IIT #� � - �2'-0�� Zo'-o" �'-o" 20'-0" �'-o" 20'-0�� �'-o" 8'-0" �'-o" � -o ' �'-o" a'-o" �'-o" � -o ' �'-o" S'-o" 6'-0" UJf NDOUJ SC�-4�DU�� - i=���,� i�i�O�ll�l� S�i�I�S l�JI1�lDOUJS MIN. OPNCa. DIM, a o a a a o NO. QUANTITY MODEL TYPE ROUCsI-I Of'ENINCs CxLASS V�NT. EGRESS IllIDTI-{ {-IEIC�HT saFerr GLAZIN6 � A 25 3�65 DOUBLE NUNCs 3�-I 3/4" X B�-5 3/4" 13.0 6.9 6.9 33 13/16" 29 I/4" NO � i� � i i u i � u � �rj' -�] � � ' 3 '� �� '2�1 ' I- �tJ'_c��� 8 4 l2) 3165 TUJIN DOUBLE HUNG 6�-2 3/4" X 5'-5 3/4" 26.0 13.8 6.9 33 13/16" 29 I/4" NO w � i � }- � �- G 4 3682 3�-O�� FRENGH INSWINCa 3�-O" X 6�-10�� 11,4 18.0 18,0 33 3/S" l� 3/4" YES � `� � � ; ; W � � � - D 1 1282 6'-O" FRENCN INSU11NCz 6'-O" X 6'-10" 22,6 I8.0 18.0 33 3/S" ll 3/4" YES � � � � � �p ; �� N � 3 7282 6�-O" FRENCH SLIDER 6'-D" X 6�-10" 29,2 15.6 15.6 28 7/S" ll 3/8" YES N -�. v , , O , , v I I ,` � N � 3' �" � � u � 3�-�0 ' _ M,�ST�� ' M�S��� _ •� NOTE: vERIF1' aLL WINDOW INFORMA710N W/BUILDER IN FIE�D � -- - ---- --------- 1.I1 ��J../�OOI I ---------- ---------- 16TRSERS s 8" M ('�l ---------- ����0�1 I l.n -� ---------- ---------- 14 TREADS m 9" ����0�1 I #2 N ---- L�I�1-f I � Y ���I���IOI `4 �JV����i�� ^ STAIF2S: ---------- ---------- 111/ll) LANDING ^ ---------- STAIF2S: ^ 16 RISERS g S" ---------- ------ ---------- 16 RISERS g g�� 15 TREADS g 9" 18 TREADS m 9" MIN. ECsRESS OPENINCz ---------- ---------- LIGzNT VENT. ECsRESS IS.F,) U11DT1-! NEICsI-IT Sl"IOiGE DETEC70f2 ---------- SMOfCE ---------- SMOiCE - ROOM SQ. FT. CODE AGTUAL GODE AGTUAL CODE AGTUAL GODE AGTUAL CODE AGTUAL Q ---------- ---------- DETECTOR ---------- D�TECTOR Q -� ---------- tti GliylP� 16a�.3 �� N --- ---------- c� z�'6�� ---------- 2'_6" � FAMILY ROOM/IGITGI-IEN 364.5 29.16 55.2 14.58 29.2 5,0 I8.0 20" 33 3/8" 24" '1� 3/4" ���-O ii ---------- ---------- 2_6� � MASTER S�DROOM 181.25 14.49 26.0 '1.25 13.8 5.l 6.9 20" 33 13/16" 24" 29 1/4" � ---------- ---------- � SEDROC�M "2 129.0 10.32 13.0 B.I% 6.9 5.l 6.9 20" 33 13/16�� 24" 29 1/4" 0 0 -^ ��/�� `4 O � �,��� � _ --- ------ � �� � � ----- --- � ����--� � � ��r N L�F � � � � � SMOKE e C.O. � SMOiGE t C.O `�' L�� � � FAMILY ROOM/iGI7G1-IEN 383.1� 30.66 9�,4 15.33 41.8 5.0 18.0 2p" 33 3/8" 24" 'i� 3/4" � 5'-O" VANITY � SMOiGE � C.O. � � � � � DETEGTOR „ _ ___ 3 _ _ DE7ECTOR� 5'_O" VANIT7 � MASTER BEDROOM 282.0 20.16 22,6 10.08 18.0 �.l I8.0 20" 33 3/8" 24" ll 3/4" ___�_____ , , , 4'-O vANITY � � DET�GTOR Q ' '� ' ' Oi Q � ,�� O i� BEDROOM "2 142.41 11.39 26.0 5.10 13.5 5.l 6.9 2p" 33 13/16" 24" 29 1/4" � � - � , � , � - �,ar� � � - � � � � . � , � 0 0 0 0 0 � �Q � �� � � �� L�� �4 0 0 0 0 0 �f NOtE: �/ERIFY ALL IUINDOW IN�ORMAtION W/BUILDER IN �I�LD i 11�-0" S�-3" ``� 4 -O �J -S�� o c� 8�-3�� 2�-6" 2'-4" ��_O ii � �-4�� �_6�� LIN�N `9 _ `Q LINEN 6MOKE � ii 4'-O" VANITY Q SMOIGE DETEGTOR � '� � � � 0 i , ��'�"�,,,,� , DETEGTOf2 - A L/F � � i � i Q N � � ����OO� #� _ i-----i ryi � �C��� �� ATRTICIDE' _ � J--��L.��OO� #� PROVIDE � � � iATTIC i � r�(�i � -^ -n � _� iAGGE55,YIIN. i �M WGCESS,MIN._� � \Y c� i �i 1 i 1� 2��X 30°� cv r \Y _ ' j"' 2�"X 30�i - � i 1 / iOPENING i � ----------------------- --� 1-n' OPENING i � / � `-----' i i � •-----' 0 i i � � � 0 0 15�-0" 4�-9i�° � �; � 4�-3" 15�-0" '-" UJ,I,C. '' p p � � _� � , � - 1��-O" 4�-3" � N 9�-5��� � 4�-3" 15�-0�� � � - ----- ' 3�-O" � ----- - '� � � - iPROVIDEi Y _ - - - -`�y �'ROVIDE� � l-n � 1 � - iATTIG i �� `' i4TTIC � - I � 1 � iACGESS,MI . � ��{�_OII � !4CCE55,N11N.� _ ❑ � M i� �22"X 30'� 1 I -1� M ' � - ����OOI I #� r iOPENINGi i,(� - f* � OP N G � � �1! ����OOI I #� � '4 ,' i + r ' O SMOKE ' SMCKE C� � DETEGTOR � � DEl?:GTOf2 SMOKE LINEN � DETECTOR `F LINEN 2�-6�� 2�_4�� - � - 2���� �_6�� S�-3" ' 8�-3" , �9 m �9 � � ° a o o a a SMOKE t C.O. _� -i O O O O _ DETEGTOR � O � � _ _ � � ---- z -- M�ST�� � -- - z --- SMOKE e c.o. ��-O" VANITY O Q 5�-O" vANITY � O O --- DETECTOR ,� ����--� L/F l(� _� - _ ' ��Di�OOI"� ____ N - -- - - _ L/F -� � �' � �� ��TN � ------ --- ---------- >>'-o" � � >> -o ---------- ---------- 2�_6�� � N2'_(�" ---------- ---------- � ---------- ---------- - � O + ---------- ---------- O � :� �, � ' SMOKE SMOIGE (V . Nt: DET�GTOf2 ---------- ---------- D£TECTOR � ; , ` . ' � . � • ' ---------- ---------- STAIRS: STAIRS: � . . 16 f21SERS g g" ---------- ---------- 16 RISERS � 8" t . 15 TREADS g 9" ---------- ---------- 15 7R�ADS m 9° _ . 1 M�S I �� � B�Di�001� ---------- ---------- M t }� � . . � � � �'-�' I I�S I �f� N , - �. � -- ---- -- . � t ��1./���� , � � . � � � W , W _ ; - ; N_ � . � 0 � ; GD �D � � �� � . � : � J � , ' �,4L ON1' � ' � �' � 15�-9'A 3�_ �� �� 6�� 15�-9° . l � � � � .ry: ❑ � a a � �� � � � . ., �i'-O" ' �i�-O" �(�-O" 2�-6" 2�-6" �i�-6" ��-6" �i�-O" 7�-O" �f�-O" . � 21�-O" ��-O" 15�-0" 21�-O" . 62�-O" - . � � U1�1�' #1 . UNIT #2 . . S�COND ��OOi� �''�,�i�l ,,, . � � SCALE: 1/4" = I'-O�� ����������� V11 �i� �� I 1 �� _ = Q '"�y}��� y5 k'�',�k .- . - �'' `�. "�` � �. � . �t. , �;���a �' �,�r�, . . � ;'J a � ' t D�SIC�N UJITI-� A N�UJ }='OINT OF V I�LU : � : 4 � � ,,�� � � . ';1, �� ��� �� : . . O � _ ,...r' ��.i - 6 MECsNAN COURT � �, 4� ����(() �,y'- SAi2ATOCsA SPRINGS � ��i ��'�`'�,,..0 �a,�,.�♦ . NEU1 YORIG 12866 (518J 581-50�9 lP4-IONE/FAX) (K ```' .. "'r'�,"' /� /� l j . . . : DE9IGNEDDY: V�VOI 1� ��OO� ��, `� .. _ . .,_ .� '4 •. .. - DRAWN BY: I�V V����1 �\/O I 1 r/����� �. ' �. . GHEGKED BY: . � � - PROJECT NUMBER: DAiE BCALE DRAWING NO. 9NE-?NO. � � � • " • Z� 2014042 MAR. I�, 2015 AS SHOWN SFP-I - 4 . i _ -�-- _ _ _ _ . _ ___T __ __ _ _ _ _ _--. ___ �, : � . � •-------- Ci . i i � •-------- A , � ; � , ; � 62'-O�� ' � � , , , , � ; � � ;- --------------------------------------------------�-------------------;------------------------------------------------------------------------------------------------------------------ - � , � '. � > s � D � � D � D ' � t7 � Q ' D 4 D Q ' � d D 4 d O Q ' � � d p �d � c+ ' v d �d � � d � � - � � � - ' 4 1 � d p d o d p d o d p d � o d p d � d d D o D d o d D d o ' a . �� � . I i � . ---------------------------------------------�-------s-Q�-�- ----�--------------------------------------------------a�------------------------------------------------------- -, � i � i i � II i i II � 11 � i II � � � � � 18 -10 , 2o- ; 19 -0 2 -�° 18 -10 � � i a o � i ' � D' � 8" TNIGK POURED � �o 0 12" Xi24" CONCRETE FOOTING Q�� a 8" TNICK POURED i �4 i ' � � � FROST WALL , Q 1300�b PSU WITN C3) - "4 BARS ITYP.J ° ° , ' , , � �a� o o FROST UTALL � � , , a , , Ov�12 UNDISTURBED SOIL, FOOTINCs � c , � , ' ' � p a a TO �E MAINTAINED AT �4'-O" MIN. p p � ° � ', � �'� � � Q � o BELC�IU FINISNED Csf2,4DE ° Q o � D � � � o � � o � ° � � � � � � ° p , v � ��a � � ea � , � � Q � , , � ° � i ° p a� ; �° � 12" X 24" TNICKENED SLAS (CONCRET�J i �c i ' ; ' ; ; o � D a 13500 PSI) WITH (3) - "4 BARS ITYP.) ; ; ' � ° � i o4 4 a � � ' OVER UNDISTURSED SOIL, FODTINC= ' � ' � D' � � � ' � ° v TO BE MAINTAINED ,4T 4'-O" MIN. � �4 � a � � � � ; � ' �„ a po° SELOW FINISHED C,RADE ; � ; ; ; 4" CONCRETE SLAB 13500 PSI) , �� � 4 CONGRETE SLAB 13500 PSI) , , ' ' ° ' W/ 6 ML POLY MOISTURE SARRIER � ' d � W/ 6 ML POLY MOISTURE SAF2RIER � �D � ,o � � � � � REINFORCED ldJ/ "FIBERMESH" � ° � ; REINFORGED W/ "FIBERMESH" o � � D � ' i D'� i FINISHED SMOOTN OvER COMFAGTED i a � � ; FINISHED SMOOTH OV�R GOMPAGTED � op i ; ' ' ' CsRAVEL OR GLEAN SAND FILL i _ 'o � � CaRAVEL OR GLEAN SAND FILL o4 a ; ,'a ; � � � 4 � i � pa a � � a �J � � . � � � � ' ' � o � �v � �, , , � � , � ; � � a a � p p � 4" CONCRETE SLA$ (3500 PSI) � ; ,° ; ; ; a ; � N a � , a ° W/ 6 ML POL7 MOISTURE BARRIER cv � o � ' ' D ' � �<° � , REINFORCED W/ "FISERMESH" i , � � , � � ' a o � FINISHED SMOOTH OvEf? COMPAGTEp � p i � Q � I o � � � ; __________, , o CzRAVEL OF2 CLEAN SAND FILL ; ; � ' � � ---� -----�- • D I D i a i i a � a � o � � � ; ; ' ' . , v°ap .°pa .v • ; Da � p � � � , p� , i � d op • . Jo . p" � � o i � � � � � '0 . � a. � � a d i i �� 1 ' 1 � 1 e------�---- + r � a 1 I �. 1 I � 1 . � � � ' � p t •4 1 . � � 4 � I � � � � � I �0 1 1 . � Q � � � �V � 1 'a 1 . D 1 I � � , � p � � ' � v � ° p � o � � o ; a �-12" X 24" GONGRETE FOOTINCz ' i ,o � ; � D � � , Q' � i � p � 13000 PSI) WITH l3) - "4 BARS ITYP.J � � � � � � p � 12" TNIGK POURED D ° , � , � ' � OVER UNDISTURSED SOIL, FOOTINCz i � av � � i `o � FROST UTALL Q°� i 'Q i i � i TO SE MAINTAINED AT 4�-O�" MIN, i i • i i i � ° 4 ° � �• � � � BELOUJ FINISHED CxRADE � ; D ' � � � a � ' a � • � � v � � i i � d�' i � � 4�' � p � 0 � � i i i � i � � p i D i � � � i � G � j i p i � Q i i i i � � i � i � � � �4 � � i � a.� ; � a i i . � , � i � . � � � • � � a 0 � i •4 i � 4 � � � � � � � , � .�} 1 I _ i Q ; � � .vQ � � 1 'a 1 � V o D p � � � � � 0 , � p i i oo � Q , ,�' , _ � . � , � � � ' � i i � i � p e p v ' p � �a � ° P p0 a � ^ 0 < > - Q i .� i � i • � � ° • � Q p a ° � > Q pp a " e > _ o � � � p a ov opa p oo p � ov oea o eo p � a 'v �° � � � � , a a a � v a6 � 0 � • q � 4 � o v 4 � o d' � v a � � � .v � � o� � p e 4.o p0 a � o� � � � e o 0 a o � � , 1 I � i o Q� � p a 0 e p o �Qm p a � e p o �Q � p 41 � � � � � e � e 4 p � 0 Q e � � o " � � . � i i � d� 4 � � e e >4 e d� 4 d � e e Q C°J i 4 - i i � � � a OQ> � d e•d. �4 �e � a � �� Q ° ae d` 4 � � 0 � Q � e � d; � ; � � �------�---- �- -� �---------------------------------- --- - --- --------------------------- � I.n i--------- ----'� - a -�----------------------------------------------i --- --�_ A-� i � � o�D- --------------------- ------------ -------• i � � i i d�' � i � d�' i � p � i � i ' � � i i � i � � p � � D t � i � D'° � i � 4 i � � D , � � ° � � � �� � � � � � 1 � a, 1 � � 1 � 1 � �0 . � ; � � � 1 1 � � � � � ' I � � � 1 1 1 � 1 QQ 4 4 � ,Q � � . I � 4 � 1 'p 1 i 1 1 1 ' � i � i .v � t •v i e � _ 1 0 , � o i � ' � � � � ' �. ' � - ' o° � p ^ � o � g ; v � , � oo � ; O � D � � oo � � , �, � � � ' � � � � 'o ; ° a �� „ � � � 8 „ � � ,a , 12 X 24 TI�-41GK�NED SLAB ICONCF2ETE) � � � ' � I 12 THIGK POWRED � aa � i � � o � a v � (3800 PSI) WI7N (3) - "4 $ARS (TYP.J � p � � � 8 TNIGIG POURED FROST WALL - � i � � � ' ' ; � p , , ' , a , o OVEF2 UNDISTUi2BED SOIL, �OOTINC� , , , a , FROST IUALL � e� • �O�IVJJ��ION IVOT�S: , , � ; a�° ; � ; b • ; Q TO SE MAINTAINED AT 4�-O" MIN. � o � ' ' ' ' ; ' ' �° B�LOU1 FINISHED C�RADE � v � � � �' � � � 4 � i � D e � � o � � � � , � � � a. � � v � � � � � , 'o . , � , , ° � � ; ,a ; � � ,a° � ; � ' � a D ° S" THICK POURED � '4 � I. ALL CONCRETE TO S� 3000 PSI - 2S DAY UNLESS OTNERUJISE NOTED. � ° � � � � � ' � �� � � 12" THIGK POUR£D FROST UJALL ' ' ' ; , ; � ; �. ; � ; � ; ° �D � � o � 2. ASSUMED SOIL BEARINCs vALUE O� 2000 PSF. CONTRACTOR TO Y£RIFY PRIOR � � FROST UlALL � � TO CONSTRUCTION. � a � i � o° � � � D, � i i a i i � i i ° p a i � � ' ' L' � ' ' � ' ,a° ' ,7 � , � � o � 4" GONCRETE SLAB 13800 PSU � ; �O� ; � ; o . ; a4 4 , � 4 � 3• WOOD SILL PLATE SI�ALL SE ANGNORED TO FOUNDATION WITN ANGNOR BOLTS ; ; W/ 6 ML POLY MOISTURE SARRIER � - ; � ; � � � o - ' � ' AT A MAXIMUM SPACINCY OF 6�-O" O.C. AND LOCATED WITNIN 12" FROM THE � ° � REINFOF2GED W/ "FIBERi"IEBH" � � � a•. � ; � a 4. � a �„ '� i , i � � � p 4 CONGRE7E SLAS 13500 PSU i o ENDS OF EACH PLATE SECTION, � D•� � FINISI�ED SMOOT�I OVER GOMPAGT�D i � � '4 � ; � � � �� W/ 6 ML POLY MOISTURE SARRIER !I� ' � ' „ , ; GRAvEL OR GLEAN SAND FIL� � � � � � 4 � � 4, ANCNOR HOLTS S�IALL SE AT L�AST 1/2 IN DIAMETER AND SN,4LL EXTEND , , � N � � � � a•� � REINFORCED W/ "FIBERM�SN" � � � � , � � •� , � ' � - � a v � FINISHED Sl"IOOTH OvER CCMFAGTED � ��a ; A MINIMUM OF l" INTO GONCRETE WALL. � . , � � o� � ; � D o � ; � •Qo � o0 o CsF2AVEL OR GLHAN SAND FILL7 ; ' ; 5, FOUNDATION DRAINACzE SHALL SE PROVIDED AROUNp PEf211"IETER OF FOOTINCs ' � , o a / � �� � � ' � ' � ' �' ' � IT SNALL CONSIST OF A MINIMUM OF 4" DIAMETER PERFORATED Plf'E i a i i � o° � ; � D � � �° � � i s � � � � � � � � � ' � ' El"ISEDDFD IN CLEAN Csi2AVEL IUHIC{-! EXTENDS 12" OUT �ROM OUTER EDCsE OF � , p , � , ' , � , o , � Q a � � � . � � ' � �� � ' � �a � � ' d ' � FOOTINC= AND 6" ABOVE THE TOF' OF FOOtINC�. CsRAvEL SNALL SE COVERED UJITH - I o 1 . . � 1 1 � � 111 1 I a D 1 I � . 1 1 � . ' � � � � , � p e � r'J -O � � a ; o p �� � ' � . " AN APFROVED FILTEF2 MEMBRANE. � ' v ' � � °� •----- ' --- a � �- � � '. . : , ` ' -- • .' ---------------------------------- --- - � ° � ' ' ' i � � ; , �° � u i • 6. FINISH CaRADE SNALL NOT SE CLOSER TNAN 6" FROM TOP OF FOUNDATION. � , � p� � . �. i 4 .. , i i 4 � � v 4 , v� •� D ` •� . ` . v 4 , p .v . ' , v 4 , p .v � ' i i . .� . ' ' '1. SACKFILL PLACEMENT SHALL NOT BE PLACED ACsAINST THE U1ALL UNTIL � � i � � �0 , � p �� o� � a o� a � . � • � i � i � � 4 � � i � . . _ D � � � ' / � � � ,� ; THE WALL HAS SUFFIGIENT STRENCsTH AND NAS SEEN ANCNORED TO TI-IE � � � ' �---------- , .---------------------------------- ° � � 4 � ; � •vo i � i •v i ---, ,� , 12" X 24" CONGR�T� FOOTINCx ; , • � � � � � ' � � � ` � � �� � ' .a° ' 13000 PSU WITH l3) - »4 SARS lT7P.) ' °� ' � FLOOR ,4BOVE OR NAr-v BEEN SUFFICIENTLY BRAGED SO AS TO PREVENT " ' • �-12" X 24" CONCf2ETE FOOTINCs � ' ' ' i •' o � � o � � � � � ° � 13000 PSI) WITN l3) - "4 BARS CTYP.J ' � �° � , � ; D ; � � D � OvER UNDISTURSED SOIL, FOOTINCa � o � DAMACsE FROM SACKFILLINCs. � D , OVER UNDISTURSED SOIL, FO�OTINCa ' � • � � � ' .a° ' � � o° � t0 SE MAINTAINED AT �'-O" MIN, i , ' ' i � aa � . � � i . i 'd 8. FOOTINCs DOWELS SHALL BE PROVIDED TO CONN�GT FOOTINCxS 70 WALLS, ' � ' TO BE MAIN7AINED AT 4'-O" 1^'IIN. . � ' ' , ; � ' ° ' ' !-[1 � i BELOW FINISNED CsRADE � ' ' , ' ' ' , � � � aa � , ° , AND SHALL CONSIST OF N5 BAf2S g 4'-D" O,C.. BARS SHALL EXTEND A MINIMUM ' ' SELOW FINISHED C;RADE , p , � '� a � ��,�_On , , � � . . ' ° ' � ' • ' � ' - • ' � � � � • � � OF 12" OUT OF TOP OF FOOTINC� AND SNALL B� EMSEDDED A MINIMUM OF 6" ; •-------------------�--------------------------i--- --' �e •------1---- • a. `---------------------------------- ---• �, •------------------------------------------- -------- -• D° � INTO FOOTINCi. ' ' �' v , p a v . . o �v 4 . o a , p� . ` . v 4 _ v . � 4 . ' . • v . ` . � . v 4 v . ` . � . p 4 v . ` . . v 4 . " . . v . ` . v . p 4 � . . . . . � � o a o' � � ��' 4 �� o• . a �i0 � � o• � a � ' 4 a � v ' � v . d � � : � � � . , , � � �. � 1 �� ` � �� � � �� � � � �� � 9. VERTICAL REINFORCINCY SHALL GONSIST OF MB BAi25 m 48" O.C. AND . .: :. ' � . SHALL BE LAPPED TO "5 FOOTING DOWELS EXTENDINCz vERTICALLY •- ------------------------------------------------ � ' � ---,--------------------,------------------------------------------------------------------------------------------------------------------- - '. ' • � � 12" OUT OF FOOTINCs PLAGED AT 4�-O" O.C. 4 , � ' �� ' ' ��' ' �� � �� � 10. NORIZONTAL REINFORGINCz SNALL CONSIS7 OF (1) "4 BAR AT 1'-O" DOWN 2) 'O � ; rJ" -O ' �S -O 2I -O FROM TOP OF WALL, AND (I) "4 SAR AT I'-O" UP FROM TOP OF FOOTINCa. � � , , _ , , ; ; . (o2�-O�� , , . . � . 4 " �-------- G �-------- ,4 . � . l.F��,�!���I V ��,de I V � : ` 6GAL�: I/4" = 1'-O" - � , � a ����������� �1 ���� � 1 �� 4 �y ,� � �` ':;:, - t F �,"�.,r�i�;,. F ,,.'� . • . , •' ��,�� '� "��, .� . � D�SIC�N UJIT�I A N�UJ POINT OF VI�UJ ' : ..,t , �°y� � ,� � �, ', - ` ; � ::, � ��;�; . � :. � ,� . �: � z Z`'a ��� �ry� 6 MEGsNAN GOURT . O k��°° SAf2AtOGA SPRINGS � � �z,����«��'`��h1� N�UJ YORiG 12866 1518) 581-80'19 lfi'HON�/FAX) w �{ �•,� ���,�, . � R� ��; '" �>�..,..�s..�� � � ,. ���������� ���� �� - � DESIGNED B7: �� ' � � oRA�Br, :1�8 J����i�s01�1 51'i���� . : ' . � CHECKED BT: " � � , PROJECT N1IMBER: DATE SCALE DRAWING NO. 9HEE?NO. -� � � O . Z 2014042 MAR. 4, 2015 AS SNOWN �DN-I 5 • -- _ _ , _ _ ____ _ ' ___ _ __ ._ _. I�__ __ -----_ _ -- --------,-- ---- - _ __ __ _-- — --_ __ _ _ _ � �"'"� .__ .. � _ __ --- _ . ____ __ _ ___ . _ _ CON S RIDCsE vENT NOTE: � YENTILATE ROOF TO I/150TN OF T7PICAL ROOF ASSEMBLY: INSULATED GEILINCs AREA • 5/S" THIGiG PLYWOOD ROOF SHEATHINCz • 15 LB. FELT PAPER • 30 YEAR ASP�lALT SHINCzLES TYPIGAL EXTERIOR WALL: 12 12 • ROOF FRAMINCs PER PLAN PRE-ENCsINEERED ROOF TRUSSES 6� �6 _- EXTERIOR FINISHES AS m 24" O.C, pESICsNED IN AGGORDANCE PER ELEvATIONS WITH THE BUILDIN�s GODE �a • "TYVEIG�� AIR BARRIER OF NEW YORK STATE PRE-EN�sINEERED ROOF TRUSSES �' . 1/2" O.S.B. SHEATHIN�s � s� 24" O.G. DESIGzNED IN ACGORDANGE `� . 2 X 6 W A L L S T U D S g 1 6�� O.C. W I T H T N E B U I L D I N f s G O D E � R-21 FIBERCzLASS INSULATION OF NEW YORK STATE . 4 MIL. POLY VAPOR BARRIER . ' • 1/2" Cx.U1.8. INTERIOR FINISN NOTE: NOTE: WEB GONFICsURATION WEH CONFICsURATION TO SE DETERMINED TO SE DETERMINED . BY TRUSS DESfCsNER BY TRUSS DESICsNER 1'-O" OvERNANCs ITYP.� PROvIp� GONTINUOUS - - SOFFIT VENTILATION (TYP.) ' TOP OF PLATE TOP OF PLATE R-38 FIBERCsLASS INSULATION ' 2,0 HR. FIRE SEF'ARATION TOfi' OF WINDOW lU/ CRAFT PAPER VAF'OR BARRIER IUALL GONSISTINGn OF (2J 1" TOP OF UJINDOIU CsYPSUM LINER PANELS SUPPORTED BY ALUMINUM H-GLIPS, ALUMINUM GLIF'S, d STO���� - ;Q - C�OS�T ST�I�S A 2 X 4 WALL EITHER SIDE �° . �p O PER U.S. CxYPSUM'S pETAIL p �p � 4'-I1'h�� 10'-9�° R-21 FIBER�sLASS � INSULATION W/ GRAFT C�OS�� _ PAPER YAPOR BARRIER 3/4" ADVANTEGH 3�-6" 12'-O" Il'-8" STRUCTURAL FLOORINC: SUBFLOOR SUBFLOOR _ � T\a - - — - — _________________ -- __________ -v • -----: �• t=====____= m\ _ � �� i �9 '. _ � t=====_____ , ----------'-i---- --i - � . TOP OF PLATE 5�_3�� � ' ��_3,� E_________= TOP OF PLATE . i � ----------- Q ` ' = TOP OF WINDOW z M�G�. . � =� =� � i�001`1 �NTRY COY�U ,m . ; �, � - �, 12�-3" 3�-6° ST��� 0 � R-21 FIBERCsLASS STAIRS: 4" CONCRETE SLAB 13500 PSI) S INSULATION W/ GRAFT 16 RISERS � 8° W/ 6 ML POLY MOISTURE BARRIEF2 PAPER VAPOR SARRIER 3�-6" 15 TREADS g 9 f2EINFORCED W/ "FIBERMESH" I� FINISHED SMOOTI-4 OVER COl"IPACTED CsRAvEL OR GLEAN SAND FILL TOP OF SLAS TOP OF SLAB - - — , a — - a '�� , ,� 'e u '< �° INSTALL 2" RICsID FOAM ° a a a^ ^ S" THICK POURED °•� INSULATION TO LIMITS '°•' °•� ° Q FROST WALL '� SF-40WN (TYP.) � q`o. 12"' TNICK POURED D^ ' UNEXCAYATED EARTH, •� 0 FROST UJALL � � � a „ >'. n u •o o, o • a; 12 X 24 CONCRETE FOOTINCs a;, a• o• ,p � 13000 PSU WITH l3) - "4 BARS (TYP.) ,o 0 0.0• ,v •�.v o ` TOP OF FOOTINCs 'o��°" ^ OYER UNDISTURSED SOIL, FOOTINCx •o'�°' ^ •o•� •o'� TOP OF FOOTINC= I TO 6E MAINTAINED AT 4'-O" MfN. � BELOW FINISHED CsRADE �- GONTINUOUS RIDCsE vENT— TYPIGAL ROOF ASSEMIBLY: Il'-6" • 5/8" THIGIG PLYWOOD ROOF SNEATHINCs 6'-O" ' • 15 LB. FELT PAPER . • 30 YEAR ASPHALT SHINCsLES ��C� � O� � � f'RE-ENCsINEERED ROO� TRUSSES ' ROOF FRAMINCs PER PLAN iJOTE: g 24" O.G. DESICsNED IN AGCORDANCE VENTILATE ROOF TO I/150TH OF IUITI-I TNE SUILDINCs CODE �� _ ' �� INSULATED CEILINCs AREA O� NEW YORK STATE SG�4LE: 1/4 I -O �� 12 � �i6 TYPICAL EXTERIOR UJALL: _ . EXTERIOR FINISHES AS PRE�ENCsINEERED ROOF TRUSSES m�a fi'ER ELEVATIONS g 24 O.G. DESICsNED IN ACGORDANGE � • "TYvEK" AIR BARF2IER IUITI-I TI-4E SUILDINCs CODE �t OF NEIU YORK STATE . I/2" O.S.B. SHEATNINCz NOTE: NOTE: . 2 X 6 WALL STUDS 9 16" O.C, WES CONFICsURATION WEB CONFICsURATION R-21 FIBERCsLASS INSULATION TO BE DETERMINED TO BE DETERMINED . 4 MIL. POLY VAFOR BARRIER BY TRUSS DESICsNER BY TRUSS DESICsNER • 1/2" Cs.W.B. INTERIOR FINISH I�-O" OVERHANCz ITYP.) PROYIDE CONTINUOUS SOFFIT vENTILATION ITYP.J TOP OF PLATE TOP OF PLaTE R-38 FISERCsLASS INSULATION R-38 FIBERCsLASS INSULATION TOF' OF WINDOUJ W/ CRAFT PAPEf2 VAPOR BARRIER lU/ GRAFT PAPER VAPOR BARRIER TOP OF IUINDOUJ G�OS�T LINEN GLOSET GLOS�T I"EN GLOSET � _ ST�41i�s ST�f RS ;� � O II 11 N II 11 II II II 11 11 O � � � R-21 FIBEF2CzLASS 4'_g 9'-9� 3�-6 I�-6 5�-8� 5�-2� I�-6 3�-6 9�-lih 5�-O � INSULATION U1/ CRAFT � PAPER VAPOR BARRIER 3/4" ADVANTECH 3/4" ADYANTEGH STRUCTUi?AL FLOORINCs STii'.UCTURAL �LOORIN�s , ,` SUBFLOOR � `� SUSFLOOR - - — - — ___--� _ ___________________ -__________________--_--____- — - m\� . �>_— — , — —— `` — �y. . � i � � -' � ` � .� . - — '- - --=--------------�= ------�- — - - ^ TOP OF PLATE 4�_������ � � Q Q �� � �� TOP OF PLATE 5�-3�s . . . , = z �. � � � ST�Ii�S � - - - - - - M�C�. ����' � � � TOP OF IUINDOUJ ST,41fi�S � 1"�UD � � =� �, i�001`� fi�001"� ROOM ��TI-E � o� STAIf2S: = a� 16 RISERS 9 S" STAIRS: � R-21 FIBERCsLASS 15 TREADS g 9" 16 RISERS B 8" �0 INSULATION W/ CRAFT S�-6" 6'-2%a�� 6'-O" 5�-O" 15 TREADS g 9° PAPER VAPOR BARRIER 3'-6° - " w ,�„��. TOP OF SLAS TOP OF SLAB � �TM��r��\ jj �C)/` Ifj �C] Il 1I ^' VI � Q ':�4..+r y`ds;� x 4 ���/—{�V V/���i V Vf 1 1� �� I��� Q d. a d. a d. a a. - d e a. a. a. A. • d ���x� �� _ _ _ e o v• • � `�� �-*�. Qe . ° INSTALL 2 RICsID FOAM a . a. .. . a . e .. . . e •• . . e -. . . o a,o eo ' a. .. . . .. . a . .. . . , e •• . a . a INSULATIONRIO IDI110S M •�a �� �- �j��1�.at�� J�`>V„ . ` " � � DESICxN I.UITN �4 NEUJ POINT OF �/IEUJ � � �° 8 THIGK POURED .,.� � -�,� � � � � 8" THICK POURED � I SNOWN fTYP.J °•> FROST WALL � � , i; ���� p.e INSULATION TO LIMITS ' , Q FROST WALL ,� SHOWN (TYP.� 12" X 24" CONCRETE FOOTINCs •� �,.� `� � . �UNEXGAVATED EARTN � (3000 PSU WITH (3) - "4 BARS ITYP.) ,. � ,'� �'` ,r'-C� ' D .v 12" X 24" CONCRETE FOOTINCs � I I D ,o O �W'�� .���}�� �'� SARATOC�A SPRINC�S . OVEf2 UNDISTUF2BED SOIL, FOOTINCs . e, o, •,,d f3000 PSU WITN (3) - 4 SARS (TYfi'J TO BE MAINTAINED AT 4�-O MIN, o ' ° ' ',, �1 TOP OF FOOTINCs o ' ��°� OV�R UNDISTURSED SOIL, FOOTINCs , o o�� � TOP OF FOOTINCs j �1�:"Q;�"� NEIU YORK 12866 1518) 581-80�9 IPHON�/FAx) ,. . BELOUJ FINISI-IED CsRADE ' ' � �� " ' - - _. ,....a+., TO BE MAINTAINED AT 4'-O" MIN. 2��_0 � BELOUJ FINISI-I�D CsRADE //� {/�� (/�� {/�� �I /^ 54'��11 DE5IGNED BY: l ��O� J� J � J����O' V � $j 1 - r� �.�. �. � r-� �� � DRAWNBY: � I � ������ /� O� ������ ` ���� � ' � � � � / C� �L/ �/ CHEGKED BT: � PROJEGT NUMBER: DAtE 9Cl+LE DRAWING NO. 5N=_'No. SCALE: 1/�" = 1'-O" o Z 2014042 MAR. Il, 2015 AS SNOWN CS-I � ------- ----- ---_._ __- ---_ _— _ _..� _ ------ _ _ _ _ _ __ ---- ------ — __ _ _. -- _ .-- _ ,' �. _ _ --^�r^�'^^-•....,..._ _._ _ ___ _ _ , � � • - .; ' . TYPIGAL RODF ASSEMBLY: • 5/8" THIGiG PLYWOOD ROOF SHEATNINCz • 15 LS. FELT PAPER ' NOTE: + 30 YEAR ASPHALT SHINCsLEB . VENTILATE ROOF TO 1/150TH OF • ROOF FRAMINCs PET2 PLAN _ INSULATED GEILINCs AREA GONTINUOUS RIDCsE VENT Pf2E-ENCsINEERED ROOF TF2USSES PRE-ENC�INEERED ROOF TRUSSES ' TYPICAL EXTEF210R WALL: g 24" O.C. DESI�sNED IN ACCORDANGE g 24" O.G. DESICsNED IN ACGORDANGE . EXTERIOR FINISI-IES AS IUITN THE BUILDIh1Cs CODE UJITH TI-4E BUILDINCs GODE PER ELEVATIONS OF NEIU YORIG STATE OF NEIU YORK STATE • "TYVEK" AIR BARRIER ' . I/2" O.S.B. 9HEATHINCs 2 X 6 WALL STUDB g 16" O.C. � R-21 FISERCsLASS INSULATION . 4 MIL. POLY vAPOR BARRIER � • V2" Cs.W.B. INT�RIOR FINISH I'-O" OVERNAN�s ITYP.) PROVIDE GONTINUOUS I SOFFIT VENTILATION ITYP.) I TOP OF PLATE TOP OF PLATE R-38 FISERCsLASS INSULATION R-38 FISERCzLASS INSULATION R-38 FIBERCxLASS INSULATION TOP OF WINDOW W/ CRAFT PAPEf2 VAFOR SARRIER W/ CRAFT PAPER VAPOR BARRIER W/ GRAFT PAPER vAPOR SARRIER TOP OF WINDOW � R-21 FIBERGLASS R-2) FIBERCsLASS M����� Q M # PAPERTIO�NPOR BARRIER INSULATION lU/ CRAFT �j���OOM #2 C�OS�T C�OS�T I��D�OOI I 2 _ �' � STOi��4C� �,�Dfi�001„� ° � � � � PAPER vAPOR BARRIER � � � 15�-0" 4�-3° 14'-O" 4�-3" 15�-d� F 3/4" ADVANTECH 3/4" ADVANTECN 3/4" ADYANTECH STRUGTURAL FLOORINCs STRUGTJc:AL FLOORINCs STRUCTURAL FLOORIh1Cs SUSFLOOR SUBFLOOR �\a - - — - — , �\a �9 , ' �0 � � ' TOF' OF fi'LATE QRE-ENCsINEEREP FLOOR TRUSSES PRE-ENCsINEERED FLOOR TRUSSES TOP OF PLATE " g 24" O.C. DESICsNED IN ACCORD. m 24 O.C. DESICsNED IN AGCORD. UJITI-! TI-IE 6UILDINCs CODE WITI-! TI-4E BUILDI1JGs CODE OF NEUJ YORIG STATE 2.0 HR. FIRE SEPARATION OF NEW YOf2K STATE - - - -- ��� I�I��� ����' WALL COh1SISTINCs OF (2) I" }-�I�r*�� ��C�. � /� ����� TOP OF WINDOIU l.F I�l �� I 1�l t-+e CzYPSUM LINER PANELS 1�I�C1"��� �OOI I �OOM SUPPORTED BY ALL{MINUM ���� �OOI I �OOM 1`�ITG��� R-21 FIBERCsLASS _ �I�IT�� INSULATION W/ CRAFT 'f' H-CLIPS, ALUMINUM CLIPS, t '?' ' 10'-6" PAPER YAPOR SARRIER � A 2 X 4 UTALL EITHER SIDE, _ oi PER U.S. CsYPSUM'S DETAIL � � R-21 FIBERCsLASS 4" CONGRETE SLAS 13800 PSI) � INSULATION lU/ GRAFT 10'-6" 5'-O" 3'-5%�s" 5'-O" 14'-O° 3�-5�" 5�-O" lU/ 6 ML POLY MOISTURE SARRIER PAPER VAPOR BARRIER REINFORCED W/ "FIBERMESH" FINISHEp SMOOTH OVER GOMfi'AGTED TOP OF SLAB CsRAvEL OR GLEAN SAND FILL TOP OF SLAB - - — „ .e . a . . . bd . . . . �a , . "G a . . . . . a D;� INSTALL 2" RICiID FOAM eD a '�a INSTALL 2" RICsID FOAM e�a INSTALL 2" RICaID FOAM INSTALL 2" RICsID FOAM �•e o � e�,.a INSULATION TO LIMITS �, >�... INSULATION TO LIMITS INSULATION TO LIMITS o,e 8�� THIGK POURED S TNICK POURED a INSULATION TO LIMITS - -� - �� 12 TI-IIGK POURED p FROST UJALL � FROST WALL •� SNOWN CTYP.) � �. . 12" THIG4G POURED ..`� SI-40WN (TYPJ FROST WALL q a SHOWN (TYF'.) SHOWN ITYF'.J •� O i q io. 4�• e. � i 'n a' UNEXGAVATED EARTH� � � �ROST WALLS ,�a ,�a e, in o�� n u .e o. •�'o. •�•o. . � . � � e. 12 X 24 GONGRETE FOOTINCs a; o;e c;n a.o ,� (3000 PSIJ WITH (3) - "4 BARS (TYP.) a �o.> .d o .d o .d o TOP OF FOOTINCs 'o �°` ' OYER UNDISTURBED SOIL, FOOTINCs ; •e'� ' o '�•' ; o o'�°' " 'o'�° ' TOP OF FOOTINC; , . . . . . . . . - - - TO SE MAINTAINED AT 4'-D" MIN. � . , BELOUJ FINISHED CsRADE 21�-0" 5�-O" 15�-0° 21�-0" 62�-0" ���� � 0� �_� SCALE: 1/�" = 1'_p" � r _ � ����������� Vfl 1� �� I��� . .. . . .. . . � : . ' . _ 0 Y� �r= k :. . . f '� � �` fs� ' -- . " . . � . � . . . �-., ,-�f t`\��;.� { .`�, v ;; ��r`+�,;: ".:, � -� DESIC�N UJITN A NEUJ POINT OF VIEI,U � 7 :,�r,. �.- t _. 3 � �"'� � i ; n "-� �' �� z ,' �, - g R'. „g -/ 6 MEC=HAN COURT � " � SARATOCsA SPRINCsS `� ���l;� `. `'' NEW YORIC I2866 1518) 581-SO19 IPHONE/FAXJ W �'�m,,,`xr�,�+,��S,Y ' ' . � h�"►q�,.��%h.., DESIGNED BT: C�O S S S�C��O� ��� ` DRAWNBT: ��� �������0� /� y����� � � • ( � I CHEGKED BT: " . O PROJECT Nl1HBER� DATE SCALE ORAWING NO. SNEET NO. � Z 2014042 MAR. il, 2015 AS SNOUJN CS-2 � ------__ _--- _ _ __--- __.__._ ___ _ --- _ _ ----- _ ----- ,_ _ _------_— _ _ ___ ___. �--- I ---- -- _ --_____ ___ ___ . --- ---- ---- _ _ -11 __ _ _ - - _ a�aRiN� WALL . � U p w q � w 4 0 , 3'-�0" N � � � � � z z ��R' � � � � 4 � Q � � 4 � ozm ozm �4 =n � � Q ►w- �4 � Q �a ►w- w � U Q 61 � QI� WN Ql Ql�IU1N z (Y N Q (Y N Q � � wow � wou`�i � � � � , z (KO � � Q w� � w w � ►�- w 3'-�0" � � � u 3�-(0" � � � LL � � J (L@ � O 0. w � O ��-9" � N Q ,� z Q � 0 w � � � BEARINCs BEARINCx � N � � UTALL WALL B�ARIINCs WALL BEARINCs UTALL 1tl � Q � � Q ' � ' " . N � z Q ' � '. � O Q N � � _ z ' O z � � o Q . , ': ; � pQW �-, Q � � � - - O z LLW � ,Q � � � �q � �z � �Q �4 � Wqw . u, ' . ww � a[ � � � 1Z'J WN � . . ZQ � � • � a[ . . U �„ � � `� (X w � � W z Q � � ' u w� = z zo � � � � N ~ LL � 3�_��� w f-- z . . a @ � O 3,-6" � � � �. . U O > . , -------- ------------•� ^----------------- : — � :: � • ---------------------N Q�====_____________ � ' ____________________-X ------------------ . . '__'N _____'____________ " . � ' .I ���OI 1� ��OO� ���1 1 I I 7� ���� , .. • , . SCALE: 1/�" = I'-O° . , � � � . . _ , ' _ . • u �����i.` A�� % ( _,� ����������� ��� �� ���� . ' � aT - � � � �����Y�;� � >a: �_ � • . ':J�f'c �^ ` � yy RA �<.'�''�, • ' _ � ' D�SICxN WIT�-I � NEUJ �'OINT OF VI�UJ. ��'' ��""'��` ��'. , ' � � � � '� ' � �� :"'. ��? r z ? y.�;�� `" 6 MECsHAN GOURT • O � ,� a� 7���� ,E°�� SARATOGA SPRINGS • . �y�' NEUJ YORIC 12866 f518) 581-SO19 lf'HONE/FAX) � a �`� w�� . w �. ���°�'{� . � °�'°`^,"�. �;,;..w► l � . , . � DESIGNEDB7�: � ....,...., ���0 1 \� ��OOI � ���1 1 � 1 ♦�I�� ��/� 1 1 � . .. . . � ` . . . - DRA WN BT� � 1�V V����1 �\/O 1 1 V�1 ���� � �, . � . � CHECKED BT: - � � � PROJEGT NUMBER: DAiE � BCALE DRAWINCa NO. BNEEf NO. � � 2014042 MAR, il, 2015 AS SNOWN . FJF-1 8 � . _ ----._ .. _- __ ._ . --.__ ___ __ _--- - __ ------------ _ l _ _ __---�I ___ _ __ _ _ _ . _ _ �---- ...__. _..... ._-_.__ ___—i.i.— __. _____._____.. ___ _—.—.— . . . _..._ ._ __.. _ _.... _._......._--- -.__ ____.— ._ _._____ —_ ___. .___..__ . . ___.___ b . I�������� / V 1 I � �________ A I � � 1 1 � I � � , I � 1 � I � � 1 � I 1 I � 1 ' '_ '_ __ __ '_ __ __ __ __ _' __ _' __ __ __ __ __ __ _' __ _ -_ _' _' __ __ '_ '_ __ __ _� �_ �� �� __ __ __ __ _' __ �� �_ __ _� _� �� �� �� _� _� __ _� �� �� �� __ �� �� �� �� �_ �� I 1 � I � � ' I I 1 � I I 1 � 1 � __ __ _ _ _ __ __ __ __ __ __ __ __ __ _L __ __ __ __ __ __ �__ __ __ __ __ __ __ _ __ __ __ __ __ __ __ __ __ _ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ � � I _ _ _ � ' � 1 � � � � I I I , � � ; � NOTE: ; ' ' � ICE d WATEi� SHEILD TO EXTEND ' � � � �ROM EAVES EDCzE TO A F'OINT � � � , � ; AT LEAST 24" INSIDE TI-4E EXTERIOR , � , ' ; ' UJALL LINE OF TN� SUiLDINCs (TYP.) , � � � , � , � , � , , � � � , � , � � ' � ' ' � � , , � � , � , � � ' � ' ' � � ; � ; Ia��a Ia : « ; � � ; , --� � � , , , , � � � � � � � , , � , � , � � , � , � � , , , � , , , , � , , , , � , , , � , , , , � � � � � , , , , , , , , , , , � , , � , , , � , , , , , , , � , , , , , � , , , , � , � � � , , � , � , , , , , , � � � � � � , , , , , , , , , , , � , , � � , , , , , � � � , , , , , � , , , , , � � � � � � , , � , , , , , , � , , , , , , � , , , , , , , � , , , , , � � � � CONTINUOUS N ' ' - � , � � � � � ; ; ; RIDCxE VENT •� , ' ' . � , � , , � , , � � , , � � � , , � � - � � � , , � � � � � , � . r____'''___'''' ' -'_' _ _7___''�'''___�___'__��''_�_______'_'��___''�4'��'''�'�''�'��'�'�'�_��'''_'��_��'��'''��'_��''�''�' _'_'�����'�'___'_____''''''__''__'''__'___''_'_____''__'_'_''''_'____'_Y '' ''''__'__'__' �. I � I � _' 1__ I I � � � � � . � � � . - i 1 5 i I " i I I . I I � � I � I � 1 1 � 1 � 1 1 I � I I � 1 � � � � � I I � � � 1 I I 1 I I I � � � � � 1 B 1 � ` 1 � � � � � j.! � � � � � � I � � I I � � � I � I I . � � � � I I i I � � I I � � � 1 I � I i � t , I � � I � � � 1 � � I � I 1 � ' � I I � � I ' � � I � I 1 � I � I � � � � I . I � � � . � . _ . I ' � � .. � I . 1 � � � I . . , . I . � I � , � � I I . . ' • � � I : I � I I I I � I I - � . � . . . � � � � � � � .. 1 . . . I I � � � � la;i2 ��� ti2 � � � , � � , , � . � ,�-- ^--�- , , , , , . , . , � � . , , . , , , , � � � � . , , , , , � � � , . - , , , , , , , , � - . , , � � � , . .. � , , � � , , , � .-- - =- -- -- - -- -- -- -- -- -- - -- -- -- -- -- -- - -- -- -- -- -- . , � , � , , � . , , . , � , , , , , , , � � , � , � , � . , , , , , , . , � , � NOTE: ` ; ' -- -- -,'- � i -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- � IC� d WATER SHEILD TO �XTEND � � ' � � ' ' � � i � i i � , FROM EAVES �DCzE TO A POINT � � � ' ' ' � � AT LEAST 24" INSIDE TNE EXTERIOR ; I '� I � I I � � � � � � , � WALL LINE OF TNE BUILDINC� ITYP.) � � ", � , � � , � ' .� I � � � , i , � � � -- -- � _ ' � , , , � , � -- -- -- ,-- -- -- -- -- -- -- -- -- -� -- -- - -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -,- � -�- � ' � � � � , � � � , � � � � � ' � � , � , , -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - - -- -- - -- -- -- -- -- - - -- - -- - -- -- -- -= -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- - -- - ,-- -- -- ,- - -- - -- ' � � � , � ', � � � � � . � � - .. . K. � ' , � ' � � , .. . � � �OO� ���, 1 ' . � • � ' ' . � � SGALE: I/4" = I'-O° ' � � . � � . , , • � � iu , ` i ' q �-------- C �-------- A .,Kw '� � � �4��/ �.�r �� .,..... ����������� � I l� �� l��� , . . . .. `r+'f.�s1J,� . Y� � . _ . d �� y��Y G p,� . . . . l L:✓ � �p �'2��,� - � �4� ��,''`�,.�� . �.� � i ' : D�SIC�N UJIT+-� A N�U1 i�OINT OF V I�UJ . . �:� � � . � �� .; . ,� �, �: ���; z .,.; ` ' n ,,r e��� 6 MEGHAN GOURT � , ��(';A� '�' � SARATOCiA SPRINGS � '' � � `� /f•w .� �� NHW YORIG 12566 (518J 581-8019 IPNONE/FAX) w "�` .:� '� � .,. . ' �_ . DESIGNED BT: , �O O� ���� � . . . ' DRAWN B7: i 1�V �/����1 �\r O l , �/�1 ���� , � .. -\ � . � CHECKm BT: � �, . � � PROJECT NIJitBER: DATE SCALE DRAWING NO. SHE=T NO.' . Z� 2014042 MAR. Il, 2015 AS SHOWN RP-1 9 _ __ _ _ _ ._-- .. . ---- ----rTr _-- _, _ _ _ _—__ _ ----- --- _ .. _ __ _ _ _ _ _ _ --- _ -- _ _ _ _ _ . --- -- — --- __ _ _ .__ I'I -�.�----^�--- , i i ;. ..-_ _.;._ ..,..y.:i�,.......�..__ i � _ __ _ _. _ --------_ _ — _ -----_ —— ---- � i � J __�__ ____� _��__ ����� ����� ��_�� _���__ �__�� ___�_ _____ _��_ �____ �__�_ �_��_ �__�_ _____ �_��_ _____ ����� ���� � ____�� ����� ����� ����� ����� ����� ����� ����� ����� ����� ', PRE-ENC�INEERED ROO� TRUSSES PRE-ENCsINEERED ROOF TRUSSES PRE-ENCzIN�ERED ROO� TRUSSES ', g 24" O.C. DESICsNED IN AGGORDANCE m 24" O.G. DESICsNED I1J AGCORDANGE m 24" O.G. DESICzNED IN ACCORDANCE '' W�TH TNE RESIDENTIAL SUILDINCs GODE IUITH TNE f2E91DEN71AL SUILDINCs GODE WITH THE RESIDENTIAL BUILDINCs CODE ', OF NEIU 70RfC STATE OF N�UJ YOF2K STATE OF NEW YORIC STATE • , � � ! _.. I �" j � PRE-ENC�IN��RED ROOF TRUSSES PRE-ENCzIN�ERED ROOF 7RUSSES � m 24" O.C. DESICaNED IN ACCORDANCE s 24" O.C. DESICsNED IN ACCORDANCE WITH THE RESIDENTIAL BUILDINC� CODE WITH THE RESIp�NTIAL BUILDINC� GODE ` •t OF NEUJ YORIG S7ATE OF NEIU 70RiC S7ATE • � . . . , , , . � � , 't: � . � ���� ����(�� ���� � �� � � • , SCALE: 1/4" = I�-O�� w � � ° .,�;� .��� I�i��,�1�SC��'�S 1�1�1� I 1� I��I� �. � , �. � �'� `�'- ���f'' � `r �� �.'?`� DESICxN U11TN A N�U1 �'OINT OF VI�UJ� �,.,�,� � ��, , ..,t � ���,,��_ � . � � � � , j ��:� t C, � z • � 6 MECsHAN GOURT � �,. " SARATOC�A SPi21NGS `� ' � 9���'� � NEUJ YORIG 12866 1B18J 581-8019 lFl-IONE/FAXJ . . W ;;..:,. ,.r-�;��t1,d � - � �,... d z�"� � � , . ,. . . � DE5IGNED BT. � � �O O� ����I�� ���' V . �r � . . � ` DRAWNBY: I�V V �����1 �VOI 1 V�1 ���� ... . . .. CNEGKED BT: � - ' �� . : PROJEGi Nl1MBER: � DATE 6CALE DRAWING NO. BHEET NO. ' � Q z 2014042 MAR, ll, 2015 AS SHOWN R�P-I 10 -- __ _ . _ _ — ` . __ _._- i _— _ -- _ _ _ _ _ _ ---_ --- ------------ -, ____— __.. ___-- ---_ __-_ _ _ ._. �^---- _ ___ ___ . _ _�'"�" - . , ; , _-- _L ..---- '--�--u --,,.