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� SIMPSON L�10 � �� ����, � ��,��� '""' � - � FAX(303)623-6602
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�g� '' S� �ON � ROOF FR.4MINC� NOTES: i ADDENDUM 1 8.01 .12
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,r4°'� -► ��� I fr �`F4`���ra��,��� I,; I. ROOF SHEATHING 5/b" (40/20 SPAN RATING)AT METAL ROOF. ROOF 5 AS�—���J 11 .14.12
"��� � , �� NEW ��> 1 � I 3/4„ ��-'''�"''�� , - �m I PA ELHEND JOINTSBAND FAS E/N WITH OdR AILS AT 6 OD ROOM ALLGGER
�`� EDGES AhtD I'-O" MAXIMUM OTHER SUPPORTS. 6 FOOTING STEP 11 .26.12
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� _ � __ °'">�-. � Q n �� 2. RE: ARGHITEGT FOR ROOF SLOPES AND BEARIN6 PLATE HEIGHTS REVISION
� _ v� �� �.� s NOT NOTED. 7 F00TING 2.26.1
�.--�o, $� `, �=,6.� _ �° '�;``;� --_ ~ �6�X(�� a* E NEW ��� � 3/ ,. � 3. ALL HEADERS SHALL BE (3)-2X10 UNLESS OTHERWISE NOTED. ALL
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`�,k�x= `�� �" ' GOLUMN ROST�NG �q... � x Q' LV� HEADERS SHALL BE BUILT OUT TO 5 I/2" OR 3 I/2" WIDTH BY ADDING REVISION
'� �� °"'�� � OF JD�ST PLYWOOD SHIMS AS REQUIRED.
��� ��NNEGT � 2p�� -
W17-H �4 _ F SG' ��� � x Zp„ 4. ALL HEADERS LONGER THAN 6'-O" SHALL REQUIRE TWO TRIM 8 PILASTER 2.01 .13
C3)_��.. <2)_�4„ � ���GqT��N �pENING q STUDS AND TWO KING STUDS EAGH SIDE.
G ) 3/4 � A BEAM � REVISION
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F EAGH GL ��' App � �'`� ,��..-� H'� 5. ALL JOIST HANGERS SHALL BE SIMPSON LUP, WP OR LSSU TYPE
LI i � "�' UNLE55 NOTED OTHERWISE.
� '��; E� � e ���a, q ROOF FRAMING 2.20.13
°�' " T►MgER � �,�.,_ 2 ►�x�gT�NG �4.. .
� BRAGE � "�, ��F Jp�s�. 6. ALL BEAM TO GOLUMN GONNEGTIONS, BOTH TOP AND BOTTOM
"'� SHALL USE SIMPSOhi PLATE GONNEGTORS UNLESS NOTED R E VI SI O N S
� ���y � � �'`"' H�k� OTHERWISE ON DETAILS.
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� � Lq - �. ALL EXTERIOR WALLS SHALL HA�/E GONTINUOUS STUDS FROM
'^� ��� ��ER Fl�,c�M�NG - — FLOOR TO ROOF (INGLUDING RAKE WALLS). SEAL:
�;� � � E� � - � 8. ALL GOLUMNS SHALL BE (3)-2X6 UNLESS OTHERWISE NOTED.
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,�� ' 10. RE: ARGHITEGTURAL DRAWINGS FOR ALL OVERFLOW SGUPPER
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LOGATIONS.
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��}� G� Miv ER I II. GENERAL NOTES RE: SHEET 5300.
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� I I DATE: 07.26.2012
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ROOF FRAMING PLAN
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Q �� ' LL , I By David Rhoades at 3:30 pm, Mar 12, 2013 S H E E T N 0.:
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