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F TYP. <br />U3 (!1) (7) <br />u5_ u� <br />1$aa <br />P —M--\// �w 1 <br />S1 S1 8 <br />1� <br />18 <br />—o <br />CONSTRUCTION NOTE; <br />-- <br />PROVIDE DRAG STRUT <br />TRUSS OVER ALL INTERIOR, <br />I <br />z <br />z <br />I <br />SHEARWALLS PARALLEL TO <br />, <br />TRUSSES. TYPICAL PER <br />: <br />: <br />DETAIL G��i, <br />� <br />� <br />i ;. <br />m <br />� � CORNER < <br />I � <br />� <br />CORNER <br />ISET <br />_ <br />[ A�I SET <br />TYP. <br />! <br />® <br />_ <br />CORNER <br />1 I <br />) <br />I <br />SET <br />�:lL �L. <br />L <br />ICORNER <br />I <br />ISET <br />GGRNERI <br />I <br />�� <br />��` <br />; <br />JIL <br />J <br />SET <br />L J <br />r :.. I <br />r HIP MASTER ., <br />.. <br />_. <br />�. <br />-, <br />�, <br />.... <br />a., <br />Lu <br />r <br />IN® . <br />JL <br />L <br />JL <br />JL <br />JL <br />! <br />JL <br />JL <br />a . <br />" <br />r. <br />..HIP <br />. <br />MASTERMONO <br />,. <br />r. <br />- <br />cI <br />;< <br />.SAP <br />— — <br />— <br />VALLEY SET <br />", <br />P <br />�� <br />� <br />� ® <br />CORNER <br />SETS <br />�, <br />:. <br />. <br />:.. GVERFRAME <br />- <br />! <br />� <br />MONO <br />5-11 <br />—11' <br />ma.1�2�, <br />RIDGE <br />' <br />I; <br />M, �m ... � <br />- <br />o <br />j o <br />. tea �, L <br />• <br />&NNg .. <br />n <br />. ,. ._. .:.. .�. .;. ... ., <br />. as s➢ <br />� �12 24w V4 ���. FLUSH{�� � �)...�- <br />:... <br />017,... <br />..'....... <br />:.. '.. <br />...., <br />-., <br />.:. <br />.. <br />'� <br />q-p3 F/ q <br />` <br />` ...-. <br />. <br />�: <br />�,>..-3 x1824F-�V4 GLB, FLUSH 13'-1D ±� <br />9e <br />_ ... .. <br />% 4 G —SH 2.� —�9 � .... ,, , .. :..... <br />( ) <br />, <br />5 �1�a �� � GLB <br />FLUSH <br />1 4 <br />( ) <br />� <br />: <br />� <br />F4 <br />JL. <br />JL <br />J <br />!. <br />9/`�-�g �g RRpp <br />FxTEND BYV9e <br />as <br />... 9 by <br />� x1 � 24F�V4 e F m � ,. <br />�_ SIMASON ISO <br />77 <br />. <br />, 12 <br />WALL BLW. <br />— — <br />�i GiNNEGTGR..: <br />— <br />— <br />— <br />I <br />DRAG STRUT TO <br />I <br />t <br />.I <br />F <br />CORNER <br />DBL. TOP PLTi ° <br />SET <br />_ <br />_ - <br />i <br />04 <br />'!7S2� <br />cq <br />.' <br />0 <br />GG!MIN <br />— <br />MODIFIED GG7N <br />RIDGE <br />— <br />MONO HIP GAP ! <br />; <br />412 <br />RIDGE <br />CIA <br />— <br />RIDGE <br />TYPJ <br />lGI31FIED <br />GGMGN <br />r _�4 2 -- <br />S i <br />BEAM <br />* SI PSON HANGER <br />(*USE NOTED I3M. WIDTH & DEPTH FOR HANGER SIZE) <br />1/2' x HGUS <br />5 1 /4" x <br />F U <br />1/2" x <br />HHGjU <br />/4" x <br />HHGU <br />7" x <br />HUS <br />ROOF RAFTER SPAN TABLE <br />PER 2015 IRO RAFTER SPAN TABLE R802.5,1(3) FOR 30psi GROUND SNOW LOAD <br />BEAD LOAD = 1 Up3f <br />— <br />MEMBER <br />MAX. SPAN 24"o..c. <br />MAX. SPAN 16"o°c, <br />-- <br />MAX. SPAN 0 12"ox. <br />��99 <br />2x H.F. #2 <br />g'-7- <br />q1 —9" —_ <br />13' 7" — - <br />2x8 H.F. #2 <br />12➢-2➢0 <br />14'-11" <br />17'-2" <br />2x10 H.F. #2 <br />14'-14" <br />18'-®2" <br />— 21➢_0" <br />2x12 H.F. #2 <br />24 —4' <br />5>PS lL�l91L19 bYR�� <br />(BEARING) <br />(HIGHEST RIDGE PER PLAN) <br />TYP. TRUSS PROFILE <br />DENOTES 2x PARAPET/DECK RAIL PER ARCHITECT <br />HATCH INDICATES 2x ROOF ®VERFRAMING AND/OR LADDER FRAMING <br />INFILL. REFER TO RAFTER SPAN TABLE FOR MEMBER SIZING. <br />DENOTES BEARING WALL BLW. (EXTERIOR BEARING WALLS ASSUMED) <br />CITY O� ERE"IaT <br />roof framing plan REVIEWED IFFOR KERN111 <br />SCALE. 1/4" = V-0" <br />0) <br />5, <br />Cq <br />00 <br />cq <br />€q <br />LO <br />cq E <br />M <br />Dro1:ec, <br />2712 Taylor Dr. <br />;-ILLS NUMBER <br />DRAWN <br />Datc Rev. <br />5.22.2020 1.15.2021 <br />