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30 CONCRETE l.0 THERMAL AND MOISTURE PROTECTION -ALL ARCHITECTURAL, STRUCTURAL,
63 3,1 CONCRETE PATIO "L1 FiBERsLASS 5HINGLES
32 CONCRETE STEPS 12 CRICKET MECHANICAL AND ELECTRICAL DRAWINGS
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33 '-MU WALL 1.3 METAL FLASHING I SHALL BE FULLY RDINATEp BY THE
3.4 CONCRETE FOOTING -1.4 STEP FLASHING CONTRACTOR TO VERIFY ALL DIMENSIONS,
f i , 35 CONCRETE WASH 1.5 COPPER ROOF SLOPES, DRAINS, OUTLETS, RECESSES,
l BOLT SETTiWxS,- SLEEVES, ETC., ALL
�? I I ' 4.m MASONR? �� SPEGIA TIES D!$GREPANGtES SHALL BE BKZI,(JCs�-iT TO Z l &0
' , 4.1 BRICK VENEER: RUNNING BOND 10 -i THE 'ATTENTION OF THE ARCHITECT
GOVT. RIDGE VENT w
= 2 . 4.2 BRICK VENEER: ROWLOCK COURSE BEFORE. PROCEEDING WITH THE .WCFW_ O
4� " � _ 102 24'• DIA. VENT W
;1 4.3 BRICK VENEER: SOLDIER COURSE 103 12' x 30' VENT ALL DIMEN5k7N5 ARE Td
- - - ; I )0.4 "RE-FAB METAL CHIMNEY TERMINATION
ROUCsH FRAMlNCs.
( 6.0 WOODS AND PLASTICS - ALL EXT. WALLS gNAL.L BE 2x6
I 6.1 WOOD FASCIA BOARD: 1x6 STUDS AT lb' O.G. MAX. UNLESS a
62 WOOD FRIEZE BOARD: .x4 NOTED OTHERWISE I+�f
O 41 63 WOOD RAKE BOARD: lxb - a
6.4 WOOD SUB -RAKE BOARD: Ix4 ALL INTERIOR WALLS SHALL BE 2x4
6s WOOD TRIM: 1 x 4 STUDS AT ib' O.C' MAX. A
6.13
6/0 WOOD TRIM: i x 6 UNLESS NOTED OTHERWISE. $
6.1 WOOD CORNER TRIM: I x 4 - ALL LUMBER iN CONTACT WITH
6B 6x6 WOOD P05T WRAPPED W /ix TRii
6.9 8' DIA. WOOD COLUMN MASONRY OR CONCi+�TE
4.1 SHALL BE PRESSURE TREATED a
6.10 WOOD GUARD RAIL T ALL EXTERIOR DICK LUMBER Cl 11 WOOD BRACKET bete
SHALL DE PRESSURE TfWATED.
2ND FL_R 6.12 +HORIZONTAL 51DING t -WHERE DRAWINCS ARF iN Z Z
6.13 18'x 60' WOOD SHUT . EFi►
T O fE 6.14 1x2 WOOD SHINGLES MOLD GOAL ICT . WITH OTHER
6.15 VERTICAL PLYWOOD SIDING D'j�AWIN*6..CCONTRACTOR _
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__ -- '- - SHALL NOTIFY THE ARCHITECT. 10 E-0
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