|
�
<br /> . ,
<br /> � ATTACHMENT TO W�ODEN DECK FOR SINGLE SPAN ATTACHED EXISTING R�OF
<br /> - PATIO COVERS �NLY, SEE GENERAL NOTE #24
<br /> Revisions
<br /> 3� x 3� METAL POST roof snow load
<br /> POST SPACING RESTRICTING SLAB SACING AS
<br /> SH�WN IN SECTI�NS 2.0, 3.0, 5,9 AND 6,0
<br /> DETAILS LA09 OR MU82 h I
<br /> , : THESE ADDITIONAL RESTRICTI�NS APPLY� _ �_
<br /> ,.
<br /> _: : TW�-3/8` x 5' LONG MAXIMUM WIND SPEED�;IS : ` � �' �" : �.
<br /> Q � y LAG SGREW w/' 1'W ❑N ,, �. K> :
<br /> S❑LID C�VERS .: � . : ,
<br /> EACH SIDE ❑F C�LUMN. -
<br /> O. O : FOR 10 PSF LIVE/SNl1W LA❑D M(�
<br /> iso MPH ExP B PATI� COVER M E T A L �
<br /> 130 MPH EXP C ° _ __ . -
<br /> - , _>�� �., , ;
<br /> ` : FOR 20 PSF AND GREATER LIVE/SN�W LA�D
<br /> STRUCTURES COMPLYING ..WITH THIS DETAIL
<br /> _ -
<br /> iao MPH ExP c DO N�T REQUIRE `ADDITIONAL DRTFTING
<br /> DOUGLAS FIR LUMBER SN�W C�NSIDERATI❑NS
<br /> 3' MIN FLODR J❑IST OR ' F❑R LATTICE COVERS, ALL SN❑W/LIVE LDADS �R • ��r��
<br /> HEADER 160 MPH EXP C ' ' : �' �. •�t.y i�
<br /> _ , : GR�UND SN�W MAXIMUM ,�, : _ •.,., 3
<br /> M1
<br /> - LOAD <PSF> ph" CIN) = ' f'� �_
<br /> ATTACHED STRUCTURE POST ` -
<br /> �. _�
<br /> _
<br /> _ _ 20 17
<br /> TO DECK FLOOR JOIST _ ' 25 18 ' 3 F6o .:� aW�
<br /> . ; _ - 3 0 2 0 �'.S�;,..s.�,��•�U`�,> �
<br /> . _. >. ' , _- ` S t A L,[-,�` ,..,N�o
<br /> ; , , . SIDE M�UNT BRACKET `: 4Q 25 ^-�a Z o _
<br /> 50 30 �� .� .
<br /> SEE .GENERAL NOTE #13 FOR _ w rW-Y ch ,_
<br /> CORRQSION PROTECTIDN wa.n
<br /> : ; ' aasnric EavE w000 �iNc 60 33 �t�,s S j2 .¢>�u'
<br /> SEE GENERAL NOTE"/21 C, �R1,.,
<br /> FOR WEATHER PROTECiION _� ' aQ O � E In 2�
<br /> � 3/16'ASfM A653 GRADE 33 5TEEL
<br /> SEE GEN NOTE /13 FOR CORROSION _ �. �'f' L S� ' . _ � _
<br /> PROTECTION � _
<br /> _.,,
<br /> 8' . �
<br /> HRACKET 1S 1,5' W2DE �� � : � - - >.9 �
<br /> _ : :
<br /> � �,125r ��P
<br /> : � . 1.5 ; _ �oFessto C+ �S
<br /> _
<br /> � e. sxe �ocER eonRo �n�} : �� , „ ALUM STRUCTURAL _ : ��°e �' ti�, PUjNP p PROF
<br /> s�_c�� NorE #z� 0.125 (Fy=33ksi) 3/� .z G �i y � c�sd'
<br /> A�uM � PANEL ❑R ALUM ; U n m —. �S G�rvF,F io
<br /> t4xt.s' actewa STEEL.: BRACKET 9
<br /> PANEL OR wwcER ` _...
<br /> , .
<br /> 2" SPACING #14x3:5"- RAFTER _ , � $� : �. � c' 2y
<br /> _ RAFTER �4x3.s• scREws SCREWS _ � 72580PE.,, r
<br /> TOP MOUNT � BETWEEN SCREWS * .6-3 , 15 *
<br /> �t,�N� LEDGER BOARD ' ,. s IV��" �P ,
<br /> '- WppO
<br /> � 2 x ' ; 9�OFCAl1F��� _: ' .
<br /> OREGON
<br /> SEE TABLE 7,5.. . LIVe `�(/ O�
<br /> F�R FASTENER
<br /> FEB;24 2014 c L y 31 2°
<br /> TYPE AND' 1' MIN GAP BETWEEN LOaCI WIflCI Sp@QCI MAX NL�� FOR TOP OR SIDE MOUNT ` qN� NP�
<br /> SPACING ROOF AND LEDGER
<br /> PUT
<br /> _ TD PERMIT DRAINAGE $ s�nd EX �$ure �6�� Q��'. 24����ri 16�� D�G 24��0��'i
<br /> T�P M�UNT BRACKET 10 130 mph Exp B 23'-9" , , 15'-10" 23'-9" 15'-10" " EXPlRES:DEC 31,2016 :
<br /> - - THESE DETAILS .ARE APPLICABLE
<br /> ALTERNATIVE EAVE ATTACHMENT 140 mph Exp B 2�'-�0" - . �a'.�" z3�.s�� �s�-�o�� T� SD�ID ❑R �ATTICE C�VERS � fEB o2 2016
<br /> : EAVE ❑VERHANG AND 'L' MUST ALS� "' ��� ttlptl EXp C 23��8'• 15•,10,• 23'ti9" 15'-10" , Car1 PutnaM. P. E,
<br /> C�MPLY WITH DETAIL MU107 ❑R LA32 ' 115 mph Exp C 2s�-��� �s���� 23�-s�� 15�-ao�� saar rvY�aNK P�acE
<br /> _ _. ,: : _ : _ �YNGHHURG. VA__24503 .
<br /> �30 117�?fl EXp � 18'-4" 12�-3•• 23•�9•• 15'-10" CARLPUTNAM2COMCAST.NET
<br /> N�T AL L O W E D I N S N�W L DA D A R E A S 140 m h Ex C �s�-0�� �o�-s�� �s�-s" 15�•�0��
<br /> MAX W I N D L OA D I S 14 0 MPH E X P C 20 140 m h Ex C �2�.s. . s.-�" �r.��� a�-3�� .
<br /> � � CMP
<br /> Solid Covers Lattice Covers �„��,
<br /> CMP
<br /> o�e.
<br /> . � � . .. ' � . . Fdencme . .
<br /> Mlscla.DWG
<br /> sa,�. NTS PO� f
<br /> ICC ESR 1953(2012 IBC)2/24/2014 Page 97 of 106
<br /> : ��„ .>,.,�
<br /> �/����
<br /> �
<br />
|