HomeMy WebLinkAboutAPPROVED STORM - Pages from P_BARBOUR_1117DWG sealed_20220915_v1(2)#5 DOWEI.S -EPOXY 6" INTOEXISTING FOOTING AND EMBED 25"INTO NEW FOOTING (TYP.)EACH END
(2)DOWNSPOUT LOCATIONS(AT EACH END OF ENCLOSUREFRONT WALL) WITH SPLASHBLOCKS BELOW
SLOPE DRAINAGE OF 5% FOR A DISTANCE OF 10' FROM THE ENCLOSURE. NO PHYSICAL OBSTRUCTIONS ARE IN THE WAY DRAINAGE TO FOLLOW EXISTING DRAINAGE
NEW RAINWATER DOWNSPOUTS SHALL BE DISCONNECTED AND RUNOFF DIRECTED TO A LANDSCAPED AREA. DOWNSPOUTS MAY BE CONNECTED TO A POP-UP DRAINAGE EMITTER IN THE LANDSCAPED AREA OR MAY DRAIN TO SPLASH BLOCKS OR COBBLESTONES THAT DIRECT WATER AWAY FROM THE BUILDING. "THRU-CURB" DRAINS ARE NOT ALLOWED.
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5'� . SHEAR WALL TO REMAIN
I I I I I I I I I I I L
EXISTING HOUSE
EXISTING WINDOW TO REMAIN
NEW SHEAR WALL PER DETAIL A/9 AND B/9 I 6• I NEW 144" OPENING WITH (2) 2 X 12" HEADER
FLOORS SHALL BE BUILT AT
2" BELOW THRESHOLD
APPROXIMATELY 12" ABOVE GRADE
NEW SLAB AND FOOTING WITH FIBERMESH; CONCRETE TO BE 2500 PSI MIN.
DOOR PAD {NO MORE THAN
7n LOWER THAN THRESHOLD)
B 4
0
NEW CONVENTIONAL CONDITIONED, HABITABLE ROOM ADDITION
CONSTRUCTION TYPE: VB
OCCUPANCY GROUP: R-3/U
NO FIRE SPRINKLERS EXISTING
EXISTING EGRESS TO BE VERIFIED IN FIELD
ALL CONDITIONS/DIMENSIONS TO BE VERIFIED IN THE FIELD
SCALE:
1/ 4" 1'
FOUNDATION PLAN
FOUNDATION DRAIN TO BE AROUND ROOM PERIMETER AND CONNECTED TO EXISTING DRAINAGE IF REQUIRED BECAUSE THE ROOF GUTTERS CANNOT TIE INTO THE EXISTING HOUSE SYSTEM
---10'-9"-----l•-4'-6"-.. -i-l------14'-9"-----of 11-----------------30' -----------------
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