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. � . . � ; �� -�� t_ ,_ . <br /> , . � ' ��, �� <br /> �. - . <br /> - _.... ._._... , _� <br /> _ � � , ��: � �: � <br /> _ <br /> , r�__ ._ .,.,_. _. . ,n., _._�.�. .....� , " <br /> � , �. __.� _., ..... , ,. .,_....._... , .� . - - - - - = _ <br /> . � ..,. .�, _�_ ..,_�7 . . �_ _ _��; ,: _ <br /> ., w ..:. _,W <br /> , , <br /> _ _ _ , _ __ � __ .___. . w_. ._._ _ __ _ _ _ __ �,t� �:,; , <br /> � <br /> � <br /> � � �� . � . � � '� �'� ��� <br /> . , . . �� _ _._,__ _. __.______-.��_ .___ ��__. �_.._.. _ ---v ^___�.-- -________.___..__--- - <br /> _... , �: <br /> --___ _.�_..��_� ou.�_�..,�...u.�.,���m u_.W.__ � ; o; �;�� '� <br /> . ,.: ;, N � <br /> � J4�DtT'�C)lV F���CC��►T`(C}[� ! F�C�CiI� F��4�II�i�C� I�L�IV �V�°T�� � _ : ,�; <br /> . . . , . � . i � . <br /> � . . � . . . _ . . . . . I . <br /> � ° �. 1. ALL BEAMS TO BE 4x10 UNLESS NQTED OTHERWISE. (UNO) °� <br /> W Z. EXTERIOR & INTERIOR BEARING WALL FRAMING SHALL BE 2 x 6@ 16" o.c. (UNO) ' <br /> . . , <br /> ' ;, � � . � ' � ' 3. INTERIOR NON-BEARING WALL FRAMING SHALL BE 2 x 4@ 16" o.c. (UN4) <br /> s - . . ,, _ �. SOLID BLOCK OVER ALL SUPPORTS. <br /> ;� ��. �� , (r,�.. ����� <br /> S �' �i�'�,J � �n ALL �C��3�P�3�T� TO=���:�c���r�6 x�6{��8;�.�EA�M-8�l�"�'.��t��"�;� �t��"�PC.�f�T�A��..S��tl��.W/ <br /> � -� J �.� <br /> ' F - � ; ! ('''! i��,-�.-� � � � } �t�s�r� o� ��. ���rt�. <br /> .�. .�.� ...��..t.�..._._ ..,��.�..�...NH ...�.�w�.. .._�.�.�.u.�.�.���.�.�.__�_.��__��..�..�,.a.�.�.�..�.�_���...�_u..�,.�__�..� �,,� �,�qs,�. j - - ` e. � . <br /> µ. �,. � / � ` D � . /� <br /> ` � " � G'°' �"�% �s�--t'F'r``� ��' �.�,.5 � �,�,�. � �V� - <br /> . , � �' � g � � - � -� �' � �� j��'�,�'�!�'� 1�-�D 6. PERIMETER FOOT'INGS SHALL BE 16"WIDE (UN�) X 8" THICK WITH #4 �ARS AT 6" o.c. CONT. <br /> `� " - .._.;.__-____�_o_=.��_.�_..��_.�.�w,����,.��: �.��.. � C� , <br /> � � r: �� �p �,,����� , .�r- � ;� ���``�= ��.� f ��� - � � '' ,� � ���� : � �'�-� q.-G� HORIZ. AND #4 BARS AT 18" o.c. VERT. WITH 6" THK C(JNCRETE FOUNDATION WALL, REBAR ' <br /> _ � � �� � �` fi�� ,� ��-- �..''�� ����t�� � �� � s �-� ��-° �� ,� � � �, ��,,.� !� t s� �1�... � �f „ <br /> ��_y�w�._�_.A.� ,�...�..�.�__�.- �.,_..�,.,.�,..�.,.�.._.,.� ..�w.��...��.._.._a._....�.�s., __�_.,�__���,,w����. ___�.�.� .�.:.�a__.�__ ,v.�.�__.._. � � -�����`�-- �'�`'� � } �--� _ r� � '� �1�� PER DETAIL. EXTERIOR WALL FRAMING SHALL BE 2 x 6 @ 16 �.c. ON PRESSURE TREATED �: <br /> = . j j .'j��� , � <br /> � y�,.��' � { �''"� ' �� i" � � �) ,J���� �� , r SILL BOLTED TO FOUNDATION WALL WITH 1J2" dla. ANCHOR BOLTS W/ 7" iMBED @ 48" O.C. & ' ��„ <br /> . ..' . � . s� � � �� � 3 � . .. �"�-'�"' � �� �E._../ . ._ . . . .� 9� ' �J�.�� ti"� �. . . � �i �i , . .,.�: � . <br /> , , � �,.�'' �� �j � _ �� �� . � � �,,, ��/v � WITHIN 12 BUT LESS THAN 4 FROM CORNERS AND �ND OF PLATE. PROVIDE ` <br /> -. -.__-_--..�.._��_.�_. __�_-1 . . � � � � , �-`' 3" x 3" x 1/4" SQUARE WASHERS AT EACH �OLT. PROVIDE ALL P�IANUFACTURE RECOMMENDED � <br /> ,�,°,`' _� �-_. _. �._ �� /� ..�--�_ <br /> . � � _ _ , . <br /> � . : . , �. . <br /> . � � <br /> � <br /> Fi���EP�E��. ��i� GC�f�tf�E�`��0�� �C� ���S�U�� �I����EQ �f��F�F�.F��S �FI��L BE HOT DIPP�Q � t�,, <br /> r , . ,� � • _ , � � . i � � <br /> .. � � . � <br /> � <br /> y , <br /> iifJy, � <br /> F S^ s � <br /> , i � , ✓��i�f' Sf� ��"''.� ������$ - � `. - 3 . , � � � "G . . . � .. . . . . . . , „ � <br /> ��LVANIZED �� <br /> � , <br /> � ��_.�.�...�...�.... _���._w_ _W_.._..w.w.,..�,mu ,..�..��.,�_�..��._ ..��.'..�.K...�. _w_MM�x.�_��.. _..,.... �.�..�� ._�....�.�.., _._.,..�_ , _ , _ � __ , � 7. FL00R FRAMING TC� BE 2 x 10 S 16 o.c., BL.�CK PER MANUFI�CTURER. ALiGN WITH c� <br /> . � <br /> ._...... _�___..__3_ �..��w �.��.�,�.�.,�..�. �._._ ��.�.��.�. .� � _ _ �, �.ti� � � @ <br /> , . � � � ..�w_.__=.-.�,.._.��_...�...�___.�_-____�_ . :; �.; � ._..�._:._.. .�.., _�--� -:�.��o _�..�w � : EXISTING FLOOR ELEVATION. <br /> ; ..._..._.:,.w�_�.....�__._.._��t.. _�.__,�_..���...�m��`�_�_.�__��_ �-,�-.. _._.�� � . r � . � , . . : �. . , � �: - , , <br /> � ; , ,_ � <br /> , _n» y,�,,�..�,_ _.�..:��..�.,,.__. . ..�., LL: , �_� ��� �.W�...�.....�.. __.__._..___ � L-� � : ; � - _ � �..--- , � 8. PROVIDE 3/4" T�G PLYWOOD OVER FLOOR FRAMING, GLUE ANfJ SCREW. ' �; <br /> . .. ..�.-•,�.-- , � .. <br /> � ; <br /> ____,�.�. .__�_..�.._.___��__ .___.. �° __._.__.�.��_ _. � ��H�,..,.._�._.�_�...__.__...,. ....._.. , f. z � <br /> . ..__., ...__,..:_ -.____���._._����n.N. �..��_� �...,._�.._. . �- � ,�,.q� � ._-�-�_ �" � `� 9, FLOOR FRAMING TO BE IN PLACE F'RIOR TO BACK FILLING. , _ _, <br /> ! � � � � � � � _ ` ��"u" ' � 10. PROVIDE 4" PERFORATED FOOTING DRAIN WRAPPED IN FIL E F B : � � ,� <br />,� - - � � � � <br /> , s� �� � � i � � � � � ( �, �� . �E � , . �- , - � `� � � T R A RIC AND PLACED W FREE � � <br />' • � � �---.____:_..___---_--,-_.----,- ._. _ ____....__-..-._.,�.�.�....,.a,�,u-� T.�.�.,.v.�..�...x=.�,�x..:.� -_ _.._..�.__.��_----�_-. r- , i ���� � ��� ` --=�"""".�.�'-- � � �� ��i �y, <br /> � ., • " � <br /> ; � , ��� <br /> I <br /> , <br /> , . ,, , , � � �.�� � ��� , �� � �� � � �� �� , � DRA1141NG GRAVEL.ADDITIQN PFR�METER. � �� <br /> � � �'ar� ; r � , � f � � � <br /> . � � --- � ��� -`�"� , � � �� � � ;�� ��`��� �� ._._.__.�.wn. H ��,____w_ ��9a�F�RE.�3Lfl�K' <br /> - _, , <br /> �� I �.: � �� : ,� - � � !�� � y;p,��„�:II�T���IALS`UE�RTI�CALL�' !i� V11ALL�. � :�� -- � ` � � <br /> � �-- �-�- �----- --- � - � �-_.___-� � � ) t'��� �: � <br /> � .�� •- �� �� � .� � � v� � [�:;�� <br /> �� � � � ���---�,,,,- :� - -f{- �i �______ --��_� .._.. �� <br /> � � . �` ��" �',�� �� , �- � _{�`_.� {���������,,� � � � 4 _._��_ � � ' j � . . -�- -�.•.,,-- , ,;� �: � ��� ;�` , '�`' � , 12, PROVIDE 1/2 AIRSPACE BETWEEN CONCRETE & NON-PREASURE TREATED WOUD. <br /> . � ��� � , . �� � J � � w � ,�L,'; <br /> � � . - � . � , �:� . � - � ' -I �`� � _�y , � ��; - a - �93. PROVIDE SPLASH BLOCKS AT DOWNSPOUTS, SEE ROOF FRANIfNG PLAN FOR DOWNSPOUT � tJ � � <br /> : • r ___�--,�_m�.-��,--��_��-�,.,�",�`���` r_�_ _ ..�__ _-_�`.��'��f.�' -___- _-______.,.__ ._. , � ; ,� � <br /> � -�. °� � � ���� � ��� 1� �1- ���-���.�.�� � _ = <br /> . , �. � . _ - - _ - <br /> s ! F _ _.�._, ,,�. <br /> � �.�ma ��._,.,� ,���..�7���. , ,�.. _,� .,.� .���.m;� �.��..���.� <br /> � <br /> � � � : : ��.�.��� _ .� .��.�_ �. .& _ ��� � _ � w_ <br /> J <br /> .a . . .... . <br /> : LOCATIONS <br /> ; � <br /> � � � . � � , � �,�'�,�;- ; � �f ��,.�....�. .�.�.,�...�.,.:�,.ti� :�`I�v..,� . .� �_.Wu��.f. . N.,�.a � � 14. ALL FOOT'GS TO BE 18" MIN. BELOW FINISH GRADE & TO BE � > <br /> , � m <br /> � � �� �� , �� ` /�����Y��� � �-:� �. . AR ON UNDISTURBED SOIL. STEP � w <br /> ,.__._�___.�_.:.__�:._.___.__---_ - -- -.-_._ �_ .f_.,_.:._.___ ....._..._.��._.._.._�.___ __...._. ------______:..__._ ___._ , , • ' .,� � <br /> � <br /> ; �- . .�� � ._�.��.. SITE <br /> . . � V � �� �,� ��.�._.�.�.�.,w,�_.� ���.�sr�.,.�.�.,.. : �,�..�;,,�,.�.. ��.��K,N � g'- <br /> �.. � ,� �s � f <br /> . ... . .� . �� '� � . � F � .......� \ � � � 1 � <br /> .A, . . � � �' ..... . . i <br /> � ! � � i 1 � .,� _ s , � ��''� ��� ���j'� �� � _ �, � ���. I � FOOT G PER , . _. <br /> ,._.�_.__..�_._.----- _.____,_ -- __ __ ___..-___ ______.---------.- - _ � . . : �� . � PROVID ° 4» E D O D <br /> � ,- ,. [ . _�.....w._.�.._.. :,�� �.M1.,., �.___ .:_ ` �.,, .�..��. ��.�Fm�r._� ._w.�,;�.w..,.�.�..u.4.��,.�..._ - �.� ' a,��_u�.��... , 15, E 8 x 1 SCR ENE F UN ATION VENTS. 1sf OF VENT NET FREE AREA FQR EACH <br /> } � - � <br /> ! .� =�' ( �..__..�._._._�.__...��.M_..__ � t . , . �r�� a:,��`�,,� . <br />,. � � � ' � = I �,. �-.�.-�,( � , . �_ � 1'�Q�'.sf�� G�`t�L �f'RGE,�il�'�A. �/li�Pl�1�'�f� �I���f�l� �ENTI�{fa,�TR R'€LQC�r�'E l�S �lEEEIED. z �N- <br /> t �� � � ��.� � ` , _ . . f Y ; f,�', ; �� ,� t:»�-- �';r�- -����;� . 600 sf x 'fi't5�= 4 sf 576 s ir� � 25%0= 72t�t 112'= 6.4 {�RC)1ifC��'7 V�I�tTS !�T AC7�tT'i�N. ,�, rn <br /> , .�LL _ ...� _.�. . _ __ �. �..�_ � j � � � ���. �� � � C q l � <br /> : �. ,����. _ �. ..�.� �. �.� - - . r.�.�,�,.�__..n_._. �.__... �T..� � � _�_ � , <br /> . �-----�-----�__�. �_w� .�. <br /> . � 4 .�. _.� �.�_.. ���..� _�... �..���_�_��..r� : . <br /> . ����a. w.�� .____._.�.�.� ��.�.,� ��.a�. �:r .�.�. K..�.,.F�.F��.�:.�.�.��..��a.�g��,� �.a�...,..��n. �ry » �, . <br /> �.._.�...�.,.9.... � ._.__,��.�..___�_���.__..,_..��.�...�.v .,..�., _, : _,_,�.. -� Q <br /> �. ~-°�---� �� -�-- - � • �- , �.�.�,,:-,,,�..�,,,��,,.� �,Y,.�,,,,W,,,.�,�.�..m,�: ��.�_:�_-. - �.._.n_..+.���..,._.._:_-���;_.- - , 16. PROVIDE CRAWL SPACE ACCESS AT EXTERIOR MIN. 18 x 24 VV/ iNSULATION &WEATHER _, � <br /> . � .__ : �m_-�:�-----_,_.,__._ __. _ -- ___�_=�. _..._.�.._�_. tn._.__ ._ -_�._._ _�...a� g.�.; - j� -. _. _ y . . � �t- <br /> • � . � � a� - � . � {._� , . �! • SEAL AT PERIMETER. MAINTAIN ACCESS THRU OUT ENTIRE CF;AWL SPACE. � � <br /> � � i � ` � 17. ALL FRAMING HARDWARE TU BE SIMPSON. PROVIDE ALL MAN�JFACTURE REGOMMENDED = �� <br /> : <br /> ; <br /> � <br /> .: N <br /> • , . <br /> � ' n--�._r�,�.____.�.,.._ _.✓�._..._� _._�__R__-_�_ � . � � C�I <br /> ----_.,,_ ..�.. _ <br /> ..,�,# �..a,�a ___ t ._.._..�_... ; : � _- . �w.. �.-.:.,..... �. �..�.�: ; � � <br /> � ; � �!�,��, ` �� , ' ,; - � _ � , - - - .__. .�...e...�.,a�.�.,�;... _�__� __ fASTENERS. ALL CONNECTIONS TO PRESSURE TREATED MATERIALS SHALL BE HOT DIPPED � ' � v <br /> , � � , GALVANIZED. � � <br /> � 4' -•--- � ' �, �� � <br /> ��������� � � <br /> _.�;^_._�._._.___-- ,..� . �' __ . _�.�..�_� �._�,�.. _�t._... �,_..,T..� �..�. . � . . � . <br /> , �._...,..,n.�.� <br /> � � � ., . , � � ; 1 - �8. �/UATER PROQF EXTFRIOR 51I.)E O� FOUNDATION WALL GQNTaN�OUS OVER FOOT�NG. PROVlDE i � � <br /> . � , . _ � _ � , . _ <br /> � . V�p .� ��-�� ; . <br /> � . _: , � ��_�- - ---__ �._..�.��._....�.,. _.u.�.�.�,�,n.�x,�:x=��... .�.�.,. �.....�..___..e..u........w_ .,_.��.�..,.� 4 �RAV�� B �K F:l T•F HElGN"�' C. ; - � <br /> �.,���.w.�._.. ��,.��. _.._�.� _ r_�.� _,�____.__�----� --- -________._----�:�.__ ; . � ,� • A. ��L.A . U�.� 4�1�F�E�".E Va/A�L �ER DE fA�L. , <br /> � � _._ __ <br /> ' ��`� -��I 1�`�-� � � � � � � � � - - . �._ _,�,._ d--�- .�_ �..»,.,�..,�_� �.� ��.�----�,; 1L1 � <br /> � � . , , <br /> � � . <br /> � ; � . S�/ <br /> , . _.��_��e --l-�t;--I � �- .�__ __-�-------��---�______. ___ . ._,._._ .� ��,_r � GENERAL NOTE� <br /> � � �� ` _ �.��. �,��.e �.p� <br /> - � � � � � <br /> � - � __�. ..�..�� .� �_��_.� <br /> � � ( <br /> _ r . <br /> � � ;�� , � �-�..�.� � � <br /> ��.... _��.����.�.��� ., . �._. � . �..� , <br /> � <br /> ! -� -__-,-�,-_�_.��_� � , �1� <br /> � " _�� .. -� � <br /> _ � <br /> �r =: J ___:_v__.____..�.�_w. .�.Y�..s -r,_ �._._� � �,.� ��_.V.,����.._.,_:._.__�� ._ _.,.. _.., ' -.._..... _._.. � � .,_ p � . . . . • ' : , r 1, ALL JOISTS RAFTERS STUDS BLOCKING AND BRACING SHALL BE HEM-FIR #2 OR BETTEF� <br /> � � I� � � r t. ....� �. � � � , � , � � _ � � <br /> � � ' � .,�} � �t(�; - � � ,,_,_a__w �,w__. __�_�_y : Fv = 75 si, Fb = 850 si, E - 1300000 st UNLESS NOTED OTHER�NISE. �� �- <br /> � � _.- ___�__ ..______._�...v��..__�_.s_.__ __ . . _ .._. ___.�. . ,e_ � .�. <br /> . �.__� _._..�.. _.��..�.._ ..�,._..�. _._.w, _ .4�.....�,..,�.... s� ___ . . _ � p � P � P '. <br /> � - ,_.,_�_ _-«i .{ �. .� �-,�.�.-�.�_:.....,._..�.�.�.._._..m.. ...�. <br /> _�_f ._�._r._W�,�._t._�._.�..���_._.__ � , I � . �,� , : . � �� . : : � � ,� ,� � �' Z: ALL SAWN BEAMS, HEADERS, P�STS, LINTELS,AND GIRDERS14" NOMINAL, SHALL BE ; � <br /> f . � . . � . . . . � <br /> x , � L = ��'� ���- �" �`� � � ��` �_ - � , , <br /> . � y �_� � . • � � . - � . - - •�- _. . ___ . .._ . . _ - � . _.. . . . . _.. ... . .. . : ....., . : .. . �. ...� . �.��.- .... _ ���.��. . ^ �..:� . .. �._. ... � . _ :� . :•. _rF. .. : <br /> � j � � , � • ; � . ,-... _ . ; D�U�LAS �IEZ-LA�ZCH#2 QR E3ETTER`Fu- 95 .st Fb 8t� s� e -- 15Q040Q. sr �. R10�11 SH�LL- � <br /> � � - � �_ __-.r.�.___�.�._.�.�.�.r. _.�_..._. __._. ._,__._:_�_._,_r�..o.�.�.��,�� �.._ � ,, 4� , , � <br /> �. � � �. ._�__ _:_.._ ___._.__ � � � �, � � � , <br /> . . <br /> . _ � " i . 87 <br /> : . � . <br /> � Y <br /> J <br /> p <br /> . s -._.� �,.�.�..� � � ��r.�._�. ..m.,� ��,��„�a�.,.,.��.n,�,�.�.�.�,_..��...�....�.�. ��.. ,�..r., .��..��....._�_ .�_n,�, _x� .�.,...���... � BE DOUGLAS FIR-LARC #1 OR BETTER Fv = i F = � <br /> � �- n H 85 s , b 5 psi, <br /> � <br /> . <br /> ' � � � �. E = 1300000psi. UNLESS NOT�D OTHERWISE ON PLAN. N � <br /> �' , ��� ; -� � 3 ' � � � � I . � � . . <br /> - � <br /> : <br /> ` � s �___,__�.�_._--------__ _.__.�,�V�._ ____.__ � �._ _T��-:_,. ._ ___.__. _.. __. � _. _ I . � �� . � � � � � � <br /> '� � � _ �. : . �# � �� � _ , ! , � ` � . . 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' ' x <br /> ��. �� <br /> , . <br /> , ( ) <br /> �._..�..�...�,.�_.�..�.�-�...�,._.....��:., 2�.� ...�.._ ..���,�.���u�.�._.��w ._A.��...,��.-.s�.�.��..�..���.,.,.�,.��...�,,,.._A..,�� � <br /> . . , . , o <br /> .�.��....F.n_. K....�....�n:,�...� . .,.x.w�.. .._ z <br /> ...... ,._.�T_��_..-___--_�_.__.�..�.�...�,�__...,__._.�____..M�w...:�.�.�_�._.,_,�.�_��.�..-�,,4��...�..�.�.�uµ���.�.��.�,. � <br /> �__�4....�..._..�..m�� _�� ..._...�....__...�_.�. ,_.�.� � <br /> .� �_ �_�s�. .��� �_�..�_..�.��_w�., W,_�_...._.,_ <br /> ' - - -----_ .._.._:__�____,____-___._:_,_.�_.____---:�__ .�_ ---- ---- . _. _. ____�__------------_---_______�___T�__ _n:.,_.__. . _____'�___. _, _ ` . �`- 2. SOLID BLC?CK OVER SUPPORTS. � <br /> , � : � Y . .. o � <br /> � � � " ' � �� . LL - ,y . . 3. PROVIDE PRE-MANUFACTURED ENGINEERED TRUSSES @ 24° o.c. & PROVIDE SIMPSON <br />, rt , _ , � � <br /> , � , � - , - -- .�_�_ ___._.^_-- _ _.N_._�.. _.m__._.�.�_---.v.�.....��,��____.-------- HARDWARE AS NEEDED FOR A COMPL,ETE INSTALLATION. <br /> - (. . ° � • � � � �C�"�.�� � . ���.' ��'��� - '� ' j 4. UVER FRAMING AREAS SHALL BE 2 x 8 �RAFTERS @ 24" o.c., OF� OVER FRAMING TRUSS <br /> , <br /> , . <br /> _ <br /> : _ . <br /> _ � _: <br /> - / �. �- �'AC����. �EE�L��t. <br /> � ��___�._.�..�.__.v.,____�.;�""��' �'`.,Y.w-�___�1,�?��',,-,_ _._ _._ _ _ __..��, � � <br /> . � � ': � �� �.r� � . ' �. PROVID� C(�f�Tlf�IU�US !!�E'T�� G�JT1-�F� Ot'1 � x 11�/t7UI� �ta�C1A. <br /> � : ' • - ' � `-�-� - . " v . ��` G. PROVIDE 1/150 x ATTlC SQUARE FDOTAGE OF ATTIC VENTILAl"ION AT EAVES OR 1/300 x ATTiC <br /> _ . <br /> i € j � �` � � . � . �,��'` � � SQUARE F�OTAG� OF ATTIC VENTILATION IF 50% IS AT THE E,�VE AND 50% IS AT THE RIDGE. <br /> � �:,{ . ��, ._,�..._��.�_ .�,..p.r.�.._.�..:.. .4w.���,_A.�.��.._�.�._�._...,�_� ..e. ,. - � . 0 sqfit x = Z sqft a 8 s+� in <br /> _ . - � . r 28 NET FRE� AREA <br /> � � `�� - �. ADDI1'IUN ROOF• 60 11300 <br /> , ' � � ; - -r - � � � ' �, , � ` 7. ROOF FRAMING SHALL NOT BE ALTERED IN THE FIELD WITHOUT PRIOR BUILDWG DEPARTMENT ���' <br /> � � �.. <br /> # � � � , f�PPROVAL OF THc ENGINEER'S CALCULATIONS & MODIFICATIONS. � � <br /> f <br /> � .� � , � . � � <br /> � � •_ � , �, �`��`��y��� �m'�����'��w�4�' � - � � 8. ROOF FRAMER ShALL FIELD V�RIFY ALL DIMENSIONS AND ALL NOTED SETBACKS. � � � � <br /> . � �� ���-������ � <br /> � } ! � - b�s.:�.y� .....,.��.__�.����r �� w,�.�.�...t...,�;.�.�,�n�.���,.:F.��.n,.a��..,,�_t_..��.. _r��,���.Ram�_.__m.�.._.. �' 9. ROOF FRAMER TO PRCJVIDE ALL METAL HANGERS FOR ALL ROOF FRAMING CONNECTIONS. � ��-_ � � <br /> . . .. _ <br /> ,; , f <br /> ' � .�` °� ' i 10. ALTERATIONS OF FRAMING LAYOUT SHALL BE COORDINATED WITH THE ENGINEER. � � <br /> � i � r ' � , � � �� � �'�� ��..��'� � „ �, � ` � <br /> . �._,.�.�- .�._ . <br />` ` v 11. PROVIDE 22 x 30" min. 20 MINUTE FIRE RATED ATTIC ACCESS �OOR WITH 30 CLEAR HEAD - � � <br /> � ; . , . ". a � . <br /> � '; .. , <br /> � j � � . '� . � SPACE ABOVE. DOOR SHALL BE SELF-CLQSING HINGES AND SMOKE SEAL AT PERIMETER OR � . <br /> � � � � � <br /> � �: � " � 1 � ��. �� � � � � � � � �� �� � .. �-,--�-�--, � �,:_--_ �'' � . � � � P��ROVlD��A��ESS TN�� E��1�T#��A�CEESS�`3��3�NT. �lN�A�� �1+C�E��7HRl� Ol1T �.�i�T1�lG � � � � � � � <br /> � � � . . _ � ����, � <br /> . ::, . �1TTIC �1VHE�1 �Ui�DlTI�C?�1���M��T AB�►1/E Ft�C2�IF���E�lT�. <br />:.� � � - �;i . j <br /> � � � . � . ' . . , . ' � , i� � � . �. • . . � ' � • . . . . .�.».^..�.... s..r��=.�e.��ur.��� . . . . . .. .. - . s :.'f � . . <br /> _ ; <br /> � � <br /> _ � � � <br /> .<.,.n. ...._ . .. <br /> � ., ... . ,... <br /> � , . <br /> ., � _ . ....,... <br /> _.. ,..... ... <br /> � i � � _ � � � <br /> - � ' T�USS N�TES � <br /> . <br /> , _ � <br /> . ._ . : <br /> , � - . . <br /> � <br /> � � � � ,��-��� �� �/�� �� ,��'�' i � '�C-�,� - . ; _. <br /> , ; i ' ' ' � _ . • . ,� LLED AN <br /> } ;. � . . ALL TRUSSES TO BE DESIGNED BY A PROFESSIONAL ENGINEER AND FABRICATED, INSTA D�: <br /> i � � ° '�� } ` � � "' q �� ,.�� ��� �'��°� i ' ' �� � .- . ; � � BRACED AS SPECIFIED BY ARCHITECT, ENGINEER AND TRUS� MANUFACTURE. <br /> f`-�� � ��''I� �",����`�` �.�`�-� a�� ,� � �z, � ; <br /> � , � � � � �$ � <br /> ,.o . <br /> � � ,# � . - . � � , ' � ` .' � ; ' 2, �t1F� i��€�F�Rl.k������k-1A��. �Pa'i�R� �i�Pt;�NUFR�T�.}i��f2`S��1��ik6�. � '. <br /> �i.�C.���_.. �'���..�`` � €� <br /> ; � - =� . ` ; � ' � . ... _ ` 3. �O«F �'�USSES �HALL i�f7l" BE /�LT�F���:C�} THE FIEL[7�WfTH'CJUT F'RfOR BUILDI�G I�EP�RTMEN:`(' "; <br /> I � i . • . <br /> s i ` M � # �,� . . , �' APPROVAL OF TME ENGiNEER'S CALCULATIONS & MODIFICATIONS. 3 <br /> � � ; � $ 4: PROVIDE TRUSS DESIGN DETAILS & DRAWINGS ON SITE FOR FRAMING INSPECTI�N. <br /> � , ,� , � , <br /> � <br /> ` ; � [ , I ' � � f � � s. TRUSS MANU�ACTURER SHALL FIELD VERIFY ALL DIMENSI�MS AND ALL NOTED SETBACKS. � <br /> , � � � , �t --------------=--- ---- -------_ _ __- � ___ ::�`.. --_ ,:__�_______ ---- _-_ --..__----._. .__ _____ ._ .w_�... . _.,._.. . � �, <br /> 3 � • � �` � 6; TRUSS MA�IUFATURER TO PRQVI,DE AI�L METAL, HANGERS FOR ALL TRUSS CONNECTI�NS. ' <br /> , k SF , , � . i � y ' ` <br /> : � _ � -• ' 7, ALTERATIOI�S OF TRlJ,SS LAYQUT �HALL BE G�OR�INATED U�/ITH 1'HE ARCHiTECT AND � <br /> � - � � � � � � � � � � �� � � � _�"",�� � BUILDING �EPA€�TMENT. � �� � �� � <br /> . { � : _ � � � � � <br /> � f : Y . � � . � . . � . � <br /> � • a <br /> , S f . <br /> � � j ' , . � 1; . . .� � .. . . . <br /> � -. 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