|
. � . . � ; �� -�� 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 /> '� � � _ �. : . �# � �� � _ , ! , � ` � . . F . , � �. 1�LL GLUE -LAMINATED TIMBER SHA.LL BE IL D IEQ D ' c�
<br /> ��`'' I(� �� " , ,, , �,,. � � ..5 ` ' � • �- � , � Q . _ K N _ R _ OUGL�S �If� 24 F-V4 (�R BETTER, Fv =
<br /> u_.�.�..�.�,h,�,.�,�.. _,...�_....�_..M�.�_._� �_�_�.�,.,�.�
<br /> _ .
<br /> � � � � f --� , � _ ,� ��..�, �,�..�...�.. �- -, r=,�., �_.� :��.�.�..�..�.�.�,.�..��w�a ; .��.: u .��. . _ ,. �.� ,��� � �75 si, Fb - 2400 si, E = 15Q0000 si. �
<br /> -� ___:_- -�_ ._�.__.. � _.__. ___ . ---__ __ .. ___.__.__. _ .,.___ � P p p
<br />� . . . �� g �......_.Y..._,.»,-...�.._..,�.-._-._.- �..._.�-__�.-_.._T..._....... --:-� . . . . . . . ( .
<br /> . � . . � . � { � . � . s.- . . ' . � £ . . . �- � . � � � �� . � �.-:;, � _ �
<br /> - i .� ' � � -�
<br /> � �,, .,. _ __ _ � .- � � - _..
<br /> 1 � � _ .,..�. <,
<br />,� � � .
<br /> .
<br /> ,
<br /> _� , _ __ � _, ��. �;
<br /> �� .
<br /> � ��, .. �� �.��.n:� _ .,.�_���_ _ y� .� : ., _.,:__. . :� . r.. ��_� : ��: :
<br /> � �� € �._� �,_..��. _�. _....�.���, �..� �w.-_.�.�.-_ __�__._�__._,rt�m
<br /> , ; .,.-� .. . .._ .. ._..,,�. . . :.� .�.
<br />�. , .�..� ��� .�.�,��,� �.,,.�.���� �. _b,;,�, � r .;..�.-,���. _��� _,�.,�, ,.:�.�.�;:.��, _ . ..., .:;, _:e, . ..�- ._ _�_..__..__..�.v. __ �z �
<br /> � �� _ � � ���� �������� ��� .M r � , � �
<br /> � � � � : .
<br /> � ° �__.V.�..._...�..___._....;�_ � � - _
<br /> � - ._�.�.�.____...�._.._ _.__ __ _-- .,__._._...___�_.. ___ ..._.__o �� _
<br /> � � ,.._..� ___.- -----_.__--- _ _��.� ��.,��,� ._s__.n.�.w _
<br /> � ` Y . -
<br /> S
<br /> ; , �.J,� ,�v.t..�.�., ,�..��,�..a..�.,�. �.0.�.... .. �..�.r��.,�...e:.,�. ,��.�. �� ..
<br /> { � , � t . � . ,�. u... .�:� � �
<br />, .
<br /> 9
<br /> �.�..ss.,�- .-. ..��.
<br /> r � ' :
<br /> _ •
<br /> .� . .:��.�. �. :-�. ... :.
<br /> "... , .r" . ,
<br /> _� . .____...r.___. .�._�__ __ ._._ _---.. ._.__._.___ __.___.....,._�___.__._____�,._.___.,--. .._..._ ,...__._____.,��.m.__��__.�._ ._,__. ___.._.__.______�_.�m.__m_.�__ _..,_.._ . _.__------�____�_-�__ ._.___.__ ..,_..�_ ..- ---.__: �.T,� , _ �s'�'" ,�'
<br /> , � $ .-- � � � � � �
<br /> .�..µ�.:_ __.� .w�...���R.,m.___.��, .�.__�._.��.�._ .,�__�..�___ p.�_ . �_.�___. � �: �.�,���.: ..��-� �� o
<br /> . ;. ,� �
<br /> - _
<br /> .�.�„��... ��r .
<br /> �,�.�_ . _ m. ..� _ . ..__..._,_. .��,
<br /> �. � .�...�:��. �....���._..�.�_v..� �.. .w___
<br /> �. :.w..��.�-._�.�....,.�..:�..,. � ��.,�.. ��,.;.�.-..�.n...�..�- n...._._..m__C�� v.�.�...�..�._Y.,T_�._�..R.m...�__.,.�._,. ?_.__.�..__...�..._� 1, ALL BEAMS AND HEADERS TO BE 4x10 UNO . ' ' 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 /> � -. S . . . � �� ...- � j . . � ' ' .; " . . . . ,h•K,.- __. . . . . . . . . . .. . ... . . .. . ... . . . . . w .._.._ .
<br /> 7
<br /> ..-
<br /> . , ; . . . � � i . , .�.
<br /> . � ; � � .�. . . . � . . � .
<br /> S . . . � � _ , � . #. � . � . i � �� .
<br /> � � � � �� . � - ° � .
<br /> : }_ � n � � � ,,,�� � . � - .
<br /> � - � ! � �� � , . � �
<br /> , � i i � � . . �;���
<br /> � � . � � � � _ � � - , -
<br /> , �.
<br /> , ' I ; { . ��`.:,�`� .
<br /> , { � � � 3
<br /> l ' � __ _ __ _
<br /> � . 8 � � . ' � . k.."��� . . ' ' . _�._ _ .. .
<br /> . � E . � ' ° � 4 . � � �.� � . . . . . , . , �i:� .
<br /> i 4
<br /> � �� � . . . ' ., � i ` ' . . � . .. . . . . � ' .
<br /> + ..' . , i .,�
<br /> ; ; � a j ad�� ,� F� ....
<br /> l { ' � `� _
<br /> . ; ; ;
<br /> � � � _ � � � � $ � � � � � " ' � � , �� � '
<br /> , � � , j _
<br /> . F
<br /> . ' I .� � / C�
<br /> .
<br /> , � ' �'°____---____,.__ .� _ __. . .a__. , . _ . �____ ___._.._.__.� _ _ � _ . ,� �
<br /> - � __ _.�.�_...�.._..� v �. �,..�.�....�,..,�..�.._.:,��..���..�a��Mv.,� -
<br /> .
<br /> , , . �
<br /> r . _ ____-._�._��.�._�_�.___._._�._.__.._.�_�_._ �. - -- --- ,_
<br /> ;
<br /> � _ �- �._._ _ _ _._. . _._ _ . . _. . ._ �;
<br /> �,
<br /> � e.� �-�t
<br /> � ,
<br /> .
<br /> _-_�__._.�._...�.. �..�..��.....x.��.�.���.����Fz��w.��..�.�.w�.�,���,wv.�.�M_,�_�.��.�� ,
<br /> , �
<br /> ; .
<br /> g , q � �3 i , * • ' C� C) �
<br /> � � � " " � �
<br /> � � - . � , . � � ' .
<br /> ; � _. �
<br /> :�
<br /> . �� a �
<br /> , � � � , ' . . .
<br /> . ; - ..�. .a.����».,..�„w.
<br /> : �! tta
<br /> ' ,
<br /> 5 � , ,�
<br /> . � �
<br /> . - � . �
<br /> � � , �- � �C �
<br /> � � .. � ` ' "� w �
<br /> _ ; .
<br /> � .- .
<br /> . _ . , , '� �
<br /> ,�
<br /> � Y �� �
<br /> � � � 1 . , . €` � � � �
<br /> . � � � ,
<br /> �
<br /> � ( . � p t�
<br /> �
<br /> , , ��- --�_� _ ��.�a.._.�_..,.._.._.___�..._�.. _.__�_..�_.�..v_._a_.�,��,ww...,..,Y�..m�__w_n_ � ._m.___ °
<br /> r
<br /> . _ ,._ _,___...��._.�..�r_..�,,.�...�A�F�.��.�T.���..x���,.��._���,���...,,�a_�.�_�x�.r�_�_��___�___,�_.�.�,.,w,,.��._.�_.__.A._.m�.r,..�.r__
<br /> .. � �.
<br /> � , . _.
<br /> �
<br /> �
<br /> , .
<br /> .
<br /> �_._�____._._..�..�..._..�..�...�.�._�..w.....�..�e�...���._�.,�._.:.��, r_.._...�.__���_.�..n.�_.�.w�_
<br /> n.�_.µ_ ,w_.�.,.d......a__w._ __,___.�._.�v._.�� ...�_��.�,�__»
<br /> ^_ _,�n___....�.. __�.�..__.�.e�,�.�.�..��._��.a__..__..�.d.�.__ .rrr�.,,_.�.. ..���_-___�_
<br /> .� _..�_�_..�__��. .._.�.�_.. � �
<br /> , . _ , , ....�-�____. _ . . � �
<br /> � � , � � � � � � � � � � � � � � � � - � � � � � i:,� � �
<br /> i , � �
<br /> � + � .I
<br /> . � � ' ` � _
<br /> .
<br /> ` !�3
<br /> .
<br /> , � � � �
<br /> M .
<br /> �; ., ,��,.�,�.<.,�..�,.�.� _ _ - �
<br /> _ r � . ' ' . � ,
<br /> . : . G ,
<br /> - ✓ � :
<br /> , - - � �� . - � � � s���r NUMr��p
<br /> . � w, { . . ;
<br /> � . ! �
<br /> � � - . �:... : � � . � s
<br /> r � _ _ ; . �
<br /> : F _ �. :._ . . _ __. -
<br /> �
<br /> � � � g � 9 .� ,�� � .� � - ._ - , � - �
<br /> � r
<br /> � � .: � � - -���� I � ;, � ; .
<br /> � A
<br /> .�_ �
<br /> .
<br /> � � � � � �� � �� � ��. I���- . : � � � �� � � � .
<br /> � � �.
<br /> 3 ��.�..Y. . _ � : _ .
<br /> .�.�.� ,����..�:. a_.�.�.��4Yu�.� �M.�..r�. �..���..w�s�����W�r��������.y��..���a��.����..�r�a.�����..��...��..�a�.z����u.�.:.�._. : w%.T __
<br /> _ _ e���._ _ � � �: � �_ �. . . .��__.
<br /> , _
<br /> � �
<br /> . �� ___ �._ _ ___
<br /> �� ��� � .�. � ��
<br /> � . .__ . _ _
<br /> ��� � ,
<br /> , _� �
<br /> ,� � � ,� � �� _ ��§����� 5 { ����,- ���� ���������
<br /> � . ���- � �
<br /> P
<br /> r
<br /> . � . � '. . r .� � .
<br /> .. . � � ' S. ' . ,, a . _. � . .... .. . ,. . _. �
<br /> � . , � . . � �. .
<br /> . . . . � ' . . � . . . � ' - . ' -- .
<br /> .
<br /> _ . . . . �' , , ' . . . . .
<br /> � . ..� . . . . � ' . / ' � . . . . . . . ' . 2� � .
<br /> . . . . . � � . . . � .
<br /> '
<br /> �
<br /> . _ p � ��
<br /> , , , _ -.�_.___..
<br /> _ �
<br /> _ _��„�.e. t.,:�.�.. �a_.�_...
<br />
|