Linkside Drive North 1621 GENERAL NOTES.
1. 00 NOT USE STAPLES AS FASTENERS OR TEMPORARY HOLDING DEVICES
2. USE 518r FIRE RATED DRYWALL ON BOTH INTERIOR &,E�TERIOR SIDES
OF WALL WHERE APPLICABLE ON ZERO PROPERTY LINES
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3. ALL INTERIOR LOAD BEARING WALLS SHALL BE PROPERLY BOLTED &
ANCHORED INTO INTERIOR FOOTEER 0 48r O.C. W1 NUTS, Z' DIA. WASHERS
& 1/2- -X Er ASS TYPE (RED HEADS)
4. STRUCTURAL FASTENERS: HURRICANE CUPS & SWPS, ANCHOR BOLTS, z
STRAPS, WASHERS, & MUD SILLS SHALL MEET OR EXCEED THE REQUIRED C
UPLIFT AS PROVIDED FOR BOTH TOP AND BOTTOM PLATES
0
5. SECOND FLOOR: STRUCTURAL MEMBERS SHALL BE AN ENGINEERED FLOOR
TRUSS SYS.
6. ROOF SYS: STRUCTURAL MEMBERS SHAILI BE AN ENGINEERED TRUSS SYS.
OR DETAILED ON PLANS FOR CONVENTION FRAMED CONSTRUCTION WHERE
APPLICABLE 0
> 0
FINISHED FLOOR 4� CONC. SLAB W/ FINISHED FLOOR
6X6- 10/10 WXM. cn
FINISHED GRADE FiNISHED GRADE
F-1 4_0
6 MIL POLY VAPOR
A BARRIER OVER CLEAN C 1 0
IN N
q- COMPACT TERMITE
1v
2C� Q)
2—#, 4 REINF. BARS 7 TREATED -FILL '\3—#4 REINF. BARS 0 .>
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MONOLITHIC FOOTER L4.-i
SCALE: 1/Z'= V-0
0
ALL INTERIOR BEARING WALLS SHALL BE
0
BOLTED W/NUTS & 27 WASHERS ON LO
O.C.
1/27 X T ASS (RED HEADS) 0 4 C) C:)
CONC. SLAB W/
6X6 10/10 W.W.M.
2-#4 REINF. BARS
INTERIOR LOAD BEARING FOOTER
SCALE: I/Z'= V-0
7.y
- HOUR FIRE RATED WALL
ON ZERO SIDE
reE=_CS SH*X�LES Oq raT use no staples Use no staples in shingles and or sheathing
OVER I/Z* O.Se- SszkT�04 -use no staoles FIBERCWS SMCLES ON MT
ERED RW 1 2' o-S.8. %1.474NG
ON PRE-DK;)< v
TRUM 0 2<* O.C� ENQNPEEM ROOF
TRUSSES 0 2,Ir O-C- VARIES
CARMM *0JLAT10" aWTU
AppRC4 nL HLpjxm cLP o EiZH TMISS
ALLW. EAVE OR9 CLF 0 D'01 TRUSS CEILING SOARO
1'rf P.T. kuu. EXrE ORP
fvS7 P.T. FASCA . larr P1. DOUBLE fkC
sorm LF? FA=k TOP PLkTE
1/-Z- COLNC 804Mto VINT SOFFFIT
VENT M?. BOARD
i* X FREEZE z*xlr
VAPOR 0,0"qR to X FRME
(rNEK OR 80%) --------- WAPOR BARRIER
5/9"Fire Code %Vn)CL t VC OR RETTER) Ir O.C.
I S
no stanl f X46 m
Drywall 5/81' fire coda moisture 7-W <-22ga ties 16" ocv
Ir -1
resistant drywall 8= OR S`T= ---J (-- 22ga ties 22*
C�S wqL SHEAMG
1/2"anchor bolts .imbedded 112" XS" bolts r. nuts wit!h 2'was ;:r?v ii ov s> �,-kvLv-,,ol
in 6"Concrete or so Von center - exterior walls j1fX3' LONG MCHOR R� I�11
mazonr- 0.r.
units (red heads) J*X4* S'CLE PLAIT- SET 4� CONC. gA W/
A I on center iri all inte- N CON'T SCAO (>F SEN_AKT P.T. Sar Purr. S�7
rior bearing walls FLOO6 LN CON'T BEAD OF SEkka 6X6 to/10 W.W.m. MR
wATERPM VEMSME
Ali
COUPACT fIL
r CONC. KXX
11cm CONC. rrC
W1 2-14 $LIDW. BARS 16%r CONC. FTC.
W/ 3- t4 RM BARS
CITY-OF ATLANTIC BEA
RUTUDINC, It Ll L 19 1994
. WALL SECTION. AU-0 03 1q.94 Building and Zo"ilii
SCALE: 1777-77'
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