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10' - 4" A.
ISHALL
IN CONTACT lU/ CONC. OR 1„CASONRY SHAL L
2'-0'' 2 -8 2 -8 3'-0"
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5E PRS
SSI�R TRATD. END ZONE (5) INTERIOR ZONE C4
N
20,30 2. l=I �.D �� RIS' ALL D I1NSI Olds. SIz _ _
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S
S I S I1 IINATE D 5Y PLAN.
C�l�I G �L
3. NO D � R�
R� R�
EUH I 4. RENDER ALL PATCHES SMO
OTS, LEVEL
INVI5I5LE. 0 - 20 25.9 34.7 25.9 28.1
EXIST. I 5. PLANS MEET CHFIT. I(c , .C., 2010.
20 50 24.7 32.4 24.7 2�.9
p
(o . EXISTING ROOFING TO REMAIN.
288 I
50 - 100 23.2 29.3 23.2 25.4 ~'
7. ALL ELEC. OUTLETS NEAR PLL�M5ING OR AT EXTERIOR SHALL 5E GSI TYPE. � CIA
CONT ALTO SHALL INSPECT EXISTING CONEDI TI ONS PRIOR TO ANY D E1 IOL I TI ON. P IOO 22.0 2�.9 22.0 24.2
8. R R
;� o
N � (P O 1
w 9. NO NEW ROOFING AND/OR PLU� 15ING THIS PLAN/PVRMIT. eLL
e W \
? AT Sly LY VENT DRAIN IN NEW UTILITY
I0. ROI�C��-4-IN SOT � COLD llJ �R PP �
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EXIST. LIVING NEW FAMILY RM. X = x
Iw 8
CO1� N CTOR �C� D UL E W
I
EXTERIOR STUDS TO 50TTOM PLATE SIMPSON 5PH4 AT 32" O.C.
�4 EXTERIOR STUDS TO BEAM SIMPSON 6PH4 AT 32"
m
w
,�- EXISTING ONE-STORM' HOUSE
EXIST.
0
2'-0" (ol-411 2
THREADED MASONRY ANCHORS SHALL 5E 5/8 IN QIAMETER $ A
10 - 4
MIN. OF 8 N ANS FOR EXACT 6IZE5a
IN LE GTH-S EE PL
EPDXY SHALL 5E SIMPSON 'SET' HIGH STRENGTH.
LOADS: ANCHOR IN HOLLOW CMU CELL OPENING...67JL5S SHEAR
R
ANCHOR
IN CONCRETE SHEAR TY
P.
AREA OF UO
RK
Floor F 1 a nA
FLATE 5FLICE
I�
1
NAILS REQUIRED FOR COMMON PLATE SPLIdE ARE I7-16d
FRONT - -
0 o m p
Z lu
EXISTING ROOF - TO RE1IAI 4 Q }
W
ROOF TRUSSES
SIMPSON SP4 @ 16" O.C. N.T.S.
1
EXIST. CONST. TO REMAIN
EXIST. 5M. AT GAf;Rf=OTqcll R3O F.G. INSUL. — _ EXIST. CONST. TO BE REMOVED •
HDR. NEW CONST. z
HARDELAP SIDING OVER I/2" CLG. SRD. 2"x4" KING SIDs S SINGLE POLE SWITCH LTJ
110V DUPLEX OUTLET
7/1(o" 0.5.5. 5�4TG. SIMPSON LSTA21 220 V OUTLET W U
NAIL W/ 86'5 AT 6'' O.C. EXHAUST FAN-IN PARALLEL W/ LIGHT cy_ •�
O CLG. FAN JUNCTION BOX-BRACED (n U O
EDGES � IN PIELD 2"x4" CRIPPLES/HDR. STUDSL-
RI3 l=.G. I SIAL. 2-FOR SPANS TO 6 FT ® NOTE-SEE 'NOTE' O __j
'T%T EVE< OR EaU I/2�� DRY ALL 3-FOR SPANS TO 9 FT ® SMOKE DETECTOR-WIRED z v
2"X4" SILL PLATES �� CLG. MTD. LIGHT FIXTURE 1 FOR SPANS TO & FTt W
EXIST. CONC. DRI� �U 2 X� �.�' T DS ,4T Ido O.C. 3-FO
FOR SPANS TO 9 FT W m
F r U
r
2- 16d TOENAILS
P.T. 2 x4 PLATE W1 7/10''x 8 A.5. AT -48 O.C. Q p
_ �. l
NEW (o" LT. WT. CONC, 5LA5 UJ/ FI5ERMESH ON rt' --rte v LL_ Q
II C. S A
VAPOR SARRIER OVER EXIST. CON L 5 Project summaru 00
CRIPPLES @ 16 O.C.
PROJECT TYPE: ALTERATION 4 REPAIR
2"x4" N
PROJECT
16d TOENAILS
NTERSEG ADDRESS:
�REETS: ATLANTIC 4 FLORIDA B
FCURRENT USE/ZONING: RESIDENCE
e . rn
EXIST. CONT. CONC. FTG. sTORY: I uz�
a
WIND (mph): 130 W
AQ
IMPORTANCE FACTOR: I O U A O
A
EXPOSURE CATAGORY: B A ¢�v
i Setc I INTERNAL PRESSURE COEFFICIENT: +/- 0.18 O p
w
NEW CONDITIONED AREA: 240 s.f. 2.)
NEW UN-CONDITIONED AREA: 0 s.f. �y
T ICal Exterior LUall > � a
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GHIt 1NEl'8 SHALL E AT;U%AAT TWO FEET. .
HIL•--..R THAN.ANY ON.4?F WIILDNG
7x4 '8f°F
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INSTALL:DOOR SHIM C�OOR t0 LEVEL
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NO,TE� ALL FLASHfWa WILL BE 8ELF ADHEARING:AND.ROLLED 611pC�TH AND FLAT WITH A J-ROLLER
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