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REVISIONS BY
NEw 9'-O'+X6',8" THREE-PANEL FRENCH DOOR WITH THE CENTER PANEL 21, 8" LINTEL BLOCK.
Y OPERABLE AND. THE 'SIPE PANELS FIXED. 22. #3 TIES AT 12" Q.C.
2,_'` NEW CONCR)aTE. HEADER EXTEND A MINIMUM OF 8" TiEYQNp THE NEW 23: (4) #5 REBAR CONTINUOUS,
OPENING: ". 24r (2) 2X12 P.T. WITH CON'T'INUOUS BLOCKING BETWEEN.
3. FILL EXISTING CONCRETE BLOCK.CELL AND SET IN #5 REBAR FULL 25, ALIGN WITH EXISTING EAVES.
VER#C. AL,,HEIGHT` AND :zNTO NEW' HEADER',- MINIMUM 12". 26. CONTINUOUS SCREEN VENT IN EAVES AND AGAINST BUILDING TO PROVIDE
4. 6X6. P,.T. IPOST•?, POSITIVE VENTILATION OF RAFTER SPACES.
f. 5. 2'-610' 'SQ„x10`,DEEP CONCRETE FOOTING WITH '(3) .#4 REBAR EACH 27. OFF-SET TO 'PROVIDE FOR VENTILA'T'ION AND 2X EAVES SUPPORT, NOTCHED
iDIRECTION.; INTO RAFTERS.
s 6y`. 4";�CONCRZTE SLAB, WITH 6X6 :10/10 WWM UN -.006 MIL VAPOR BARRIER 04 28. BUILT.-UP ROOFING TO MATCH EXISTING ON 1/2" CDX PLYWOOD.
CLEAN .OMPACTED:'SANDPILL, 29. 1/2” PLYWOOD SOFFIT.
ALTEIiNATE7 :'AECK;.SURFAU,. BRICK PAVERS WI.TFk REINFORCED CONCRETE 30, CONTINUOUS BEAD OF SEALANT.
EDGING OFF COMPACTED SANDFILL AND. PER'MANUFACTURER.'S INSTRUCTIONc;•
7. TOIL JOxNTS, AS,INDiCATED
8. 1/.2" MOVEMENT;:JOINTS AT FACE,:'OF BUILDING,
9. 2X10 P.'T' ,LEDGER, [,AG. BOLT, 'T0. EXISTING FRAMING AT; MIN. 16" O.C.
10. GALVANIZED JOIST HANGERS Q
11. 241Q P T AT 24'° 0 C SE.T 'TO SLOPE 'AWAY FROM BUILDING.
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12. CO,NNECT. 2XIOrP T. 'TQ. EXIST.ING 8", CONCRETE BLOCK WALL BY DRILLING r ++
TipT,IaS AND''SETTING 1/2 '{, GALVANIZED ANCHOR BOLTS INTO EPDXY GROUT AT 1 cc
32'1 O;G: STAGGERED o
13. !$IMPSONi, BEAM 'HANGER x.NSTALL ;PER MANUFACTURER'S INSTRUCTIONS.
14. 1X CLEAR'CEDAR., (W11,0•.ENfIRE BEAM AT TRELLIS.) N LL
15. 'SIMPSON' 8C6 `P9ST. CAP:`xNSTAGL PERMANUFACTURER'S INSTRUCTIONS.
16. 'S1kPSO CB66 'COLUMN BASE INSTALL PER MANUFACTURER'S
!N$TRU.QTIQNS
17.. DEEPENED SLAV AT ALL SLAB EDGES WITH #4 REBAR CONTINUOUS.
18. CONCRETE COLUMN STAND 6" SQ, AT TOP, 121" SQ.. AT BOTTOM, X S" HIQyH. Q
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