Public Works Building - Engineering Department Additionk
�T ���VATION
12
3�
NORTH ELEVATION va"= i'-o"
SOUTH ELEVATION va"= i'-o"
TEXTURE 1-11 51DIN6
1, F LOOR
P.
FIN. F1,002
(TYP. )
(M I N.100o I, B)
* H �i '4' 12 012
6 4� L13. EA;
51511 X 1Zi1 J-eot:r CTo "'�
A NC HOIZ TOP PLATE) S
1211 Q,G, � N 1 WL.T WITHIN
1 l, OF P OF PLATE
1 �,4 WA*H E� I2 FQ n
I N*TA LLAT10N
DETAI L
EAST ELEVATION va"= i'-o"
PROPOSED ADDITION No
EXIST, BUILDING
WEST ELEVATION
rl I
NO SCALE
1/4 11= 111.011
NOTE;
-- M U1Z>zlGAN E C LI P57 TO M
2ATED MIN, o F 900 Lam.
UPLIFT; A� MANUE 1�5Yl
51MPt�6N N6TIE
#MTS 1f?� oR (1)+H15�
QR EQ U I VAL ENT
EXIST. BUII-DING as
PROPOSED ADDITION
FIGURE ZC -TYPICAL ROOF TRUSS TOP CHORD BRACING
NO SCALE
PUBLIC WORKS BLDG.- ENGINEERING DE
ELEVATIONS DETAIL.
-J 1- I 1.0. 1 1 1V 1 .-1 1
ALUMINUM WIN90W5
DI/ GON C. 51 L.L. TO
MATCH r X 15T. (4 R EQ' D.)
DESIGNED
PT. ADDITION 1DRAWN
CHECKED
DATE:
Roof sheathing
Truss top
Diagonal brace nailed
; chord
to opposite side of web
at maximum of 16'-O"
• `''`` Truss web,
on center
sloping or
vertical
Gable end
•
See Figure 28 for
correct orientation of
2"x 4" gable and
members for full -height
wood gable walls
Continuous
2" x 4"
a
era race net IF
to webs Truss bottom Two 12 au a wood
chord screws; minimum of
1 " penetration (typical)
} Wood or NOTE: 0 the length of the building is more than 30'.0",
masonry wall add diagonal web bracingat each end of the building
and at a maximum of 20on center
FIGURE 2.7. DETAIL "A "- TYP. TRUSS WEB GRACING. DIAGONAL WEB BRACING
AS SHOWN, AT EACH GABLE END OF BUILDING NO SCALE
SHEET NO. I OF 4
6 e nr�9
,� CITY OF EDGEWATER,
FLORIDA
ti
co REV.
M N0. DATE REVISION DESCRIPTION
BY I "tin ' I DATE
REVISION DESCRIPTION
BY
SCALE: AS SHOWN I PROD. NO.
Roof sheathing --
Diaggoval-brace- �� Attach
Gable end to -whaler /�' diagonal to top
connection and bottom
chord with steel
angles; two
• '�'� per rafter
•roil =;; '
horizontal
Diagonal 2" x 4" lateral bracing
braces alternate at at 5' on center
top and bottom (continue length
chord; for spacing -:.. of roof)
see table above -� x -�•��
Wood stud
wall with 1 i
horizontal spliced
top plate
Gable End Diagonal Bracing
Gable Height
Brace Spacing
From 8' to 9'
3' on center
From 6' to 8'
4' on center
From 3' to 6'
5' on center
NOTES: Additional bracing not shown for clarity
All wood screws shall have a minimum of 7D embedment into connecting members
Recommendations for bracing of gable ends on masonry walls same, except
orientation of 2"x 4" gable -end members may be some as shown in Figure 27
Attach two 2" x 4" whaler
plates with two steel angles
to gable framing member
Thru-bolts with
washers
(typical)
Note: Diagonal
brace plates not
shown for clarity
i
IGURE 2.8 DETAIL "B"-TYPICAL WOOD GABLE -WALL BRACING
10 SCALE
NOTe e
WHEN FA157E5N IN O F.."00D 1-0 TRU�E� ; NAIL e
OPND - toEE i, 1ZI o.C, -HYZ W(jH0ur IZEN1AINDFIZ.
`IAO 168 EAL TA E3
16HINCiLEry ON; PRE -ENO. / P1ZE- FA5-
r5- Lpe FeLT ROOF TRUE,
No. 2 FT, ZX 8 PLATE VEIZ I/Z C DX 2 -o O, C e
PI'YWOOP
HURRICANE GLI P 1.
tl ll U L.
5/5 ANCHOR E30LT--j 7
c� P»AA'T"'T I N5
A L.
FANG IA T. I I
5/5 DRYWALL
FASCIA POu15LE 6" KNOCKOUT
,LOCK FILLED W f CONG4
AL. SOFFIT _ *5 IMP CONTe
VEIZT, IZE I N Fe
,;�7T UCGp 105 1�3Al2 EA. CONCe
FI LLED C4012E 0
= C7U Ito InIAL HOIZ IZ.
TRues, 16
00 o,C. VERT.
314 4-v0-*TYh0RAM I N'5U L.
W 11X4 FURRING STiZIP5
�15 BAR W/qo 1 ' o,C• Il
61�NP W 1 RED Il ooNG.
TO FOUR - = /Z DRYWALL LACE
kESAR ;,Oav is I.
Cox(v110/10 W WF
CoM PAN
20 SED 501 L.n it CoNT.
(TYP-) SECTION rA%
1/211- it -oil 2
V Np DATE REVISION DESCRIPTION BY Np DATE
REVISION DESCRIPTION
FOUNDATION PLAN 1/411 = I'-o" ZS'-a''
3'•011 1 51_411
FLOOR PLAN 1m" = 1'-o"
BY
arF-16E/FILE *TOR.
REMOVE, EX14-5T.
S C.M.Us WALL
N �
=0 3y21 t �u 3�1i
c�
12-0%q.'►
ENG'RCi, TECH e
JZE LOCATE -_
EXIT. W 1 N PON
+t
.,-11., —
t 0
�N
31�21 1Z-0 �*
61TY ENG 1 N EEL
E)0ST, WINXW
(1Z1=LOGA'1'E D)
REMOVE PoinoN aF EyC15T, _ %9
6TUP WALL AO NECES�Y �-e�0;2121
011
lm
To N�UCT HM.A.C. CL� Dole
WPOOR/V-0" _ + EXIT 120012 OZELor-N
12LOCATE
3 ��I 0009, FRAME
t - HAl2PWAIZ E
IZEMoVE EXIST.
p.�2EMoVE E.XI ST. $ { � 51 DEV�IALK
C.M.U. WALL
I GO NFEizE NGE ROOMEXI TFIN. FLR. IZEPLAGE W/ STUD
—
EFLEV. 11 # 17 WALL ct1
RELGZATE EX15T. I EXIST. WINDOW
( 12 E LOCATE D
W I N DO Ent +� C )
n 1 I'ZECTOR OF _
P1IJ15LIC WORKS A
W
EXISTING PlzoPoSED
PIJI LDING ADDITION
oft aw
PUBLIC WORKS BLDG.- ENGINEERING DEPT. ADDITION
FLOOR PLAN, FOUNDATION PLAN,, SECTIONS a NOTES
DESIGNED
DRAWN BV B
CHECKED
DATE: SHEET NO. 2 OF 4
SCALE: AS SHOWN PROD. NO.
N
to
EXIT',
r
WALL TO 5'E REMOVED
pe-or-106ED WALL
5 W q0�
1�
"69,1a/1 WWF
Zoll
SECTION B
1/2 11
= I 1 - 0' 2
CONC. 51 PENALK
I� N
0 B nr 9
CITY OF EDGEWATER,
�e
- FLORIDA
co
M
N
M
M
REF2I6E12ANT
LINES RUN IN
NEW PARTITIONS
t
H.V. A.C. PLAN 1/411= I'-o"
3/4" COW Q L I N E
,tlllli1,111�-
4-WAY, 5U ZFAGE MT' �
SUPPLY 6I21 LL-EI "zoo
GFM EACH
CoRRIDoR
C�
Ll �_ LI
- WAY, �50RFA6E MT'D, SUPPLY
GPI LLE, 200 GPM EACH 11=-1
Lill 1
N
PUBLIC WORKS BLDG.- ENGINEERING DEPT. ADDITION
H.V, A. C. PLAN
DESIGNED
EW4T�q
, *CITY OF EDGEWATER,
- - FLORIDA
toAq, ' .+
TALIT`�
DRAWN
eve
CHECKED
SHEET NO. 4 OF 4
DATE:
PROD. NO.
SCALE: AS SHOWN
REV
DATE
REVISION DESCRIPTION
BY
Np
DATE
REVISION DESCRIPTION
BY