13-1219R-006'%� PLYWOOD ROOF SHEATHING
EXPOSURE 1. SPAN RATING 32/18 .
INSTALL WITH THE LONG DIMENSION
ACROSS SUPPORTS WITH PANELS CONT.
OVER /2\ OR MORE SPANS. --�
EXISTING WOOD TRUSSES
EXISTING CONCRTE TIE-
BEAM
SCALE l"
NBVPRE-FABRICAJB\ -
PRE-ENGINEERED WOOD
TRUSS @)24^OI.(rYP)
EX|ST|NCRDDFPLYmOOn -
-
BEYOND TU REMAIN (rYP.)
NEW O^xO^CONC. [AP
NEW 8~OMUKBNF0y-
12 A Ilia al AJ IQ 0q A&IIIII
14"x8" BLOCKING
BETWEEN JOIST W/ (2) 10d
TOE-NAILS AT EACH END (TYP.)
T111 DECORATIVE SHEATHING
-3x8 WOOD JOIST @ 24"
0. C. (TYP.)
CONNECTOR S|WPS0N /WTSM16.
FL#11473 W/ 4-1/4"x1 3/4^
TAPCON IN CONCRETE BEAM
PLUS 7-10d IN WOOD JOIST
An
EXISTING PREFABRICATED
TO REMAIN
EXISTING CONCRETE
T.BEAM TO REMAIN
EXISTING FOYER
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3-PLY ASPHALT FELT ROOF W/TINCAP
ON '%2" PLYWOOD ROOF SHEATHING
EXPOSURE 1. SPAN RATING 32/16 .
INSTALL WITH THE LONG DIMENSION---
ACROSS SUPPORTS WITH PANELS CONT.
OVER (2) OR MORE SPANS OVER T111
DECORATIVE SHEATHING
3x8 WOOD JOIST
" /�
FRIF
CONNECTOR S|WP3OW /2H5^
FL#10456 W/4-8d IN JOIST
PLUS 4-8d IN WOOD BEAM
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7-Y4.x JY4.x Y4"x 10^ STEEL-
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BOLTS A-307 WITH WASHER
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(E-70XX
7 SECTION - G_ A,
71
MATCH LINE
2"x8" P.T CONT. TOP
PLATE W/ 1/4"x3"
TAPCONS @l2^D,C, (rYP.) 2^x4^OUTLOD[KEKS
Qn24 O.C,TYP.
NBmPKE,FA8R|[ATED^
PRE-ENGINEERED VYDOD \
TRUSS @24^ O.C. (TYP.) \
NEW ENTRY PORCH
EXISTING ENTRY DOOR
NEW 4~ CONCRETE SLAB #3'
912^[\C, EACH WAY TYP
EXISTING 4^ CONCRETE
--'
SLAB
DRILL & DOWEL W/ EPDXY
INJECTION 4^MINIMUM
EMBEDMENT
SECTION - F
SCALE 1/2"
0
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WOOD CONNECTORS, SEE PLAN &
SCHEDULE
NEW ASPHALT SHINGLES DN l
LAYER OF]O#ASTMD-226My2
LAPS TIN CAPS @l2^[/[EVERY
DIR. 5 NAILS PER SHINGLE OVER
5/8'' EXT. GRADE COX PLYWOOD.
FASTEN TU WD. TRUSSES MylOd
COMMON NAILS 6" C/[ AT PANEL
EDGES AND INTERMEDIATE
SUPPORTS &4^9 GABLE ENDS.
ROOF COVERING TO MEET D[A&
MANUF. SPECS.
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