HomeMy WebLinkAboutZ-8487 Map 2,.
{
_l,-q Ali)AR4 -S
IKV) - efOAT AILMUL
CD
i
U
d
m
o /a�zor-/cam of �� �,Do� w.acL
"cv,KTA/A/ VL/ALL
ai
I
P A� �i' WALL Snl E.B� �1 EST D/FZE47r) FJ
AF NDKT/-! AAID S OOT14 E,VW 6P D!FGK
cv USE �$L� NON1SLAJ �Tz_L,dR/T/-
L
_30�° SiE�L G?LYarZ
M
HAND IGAP 9AMP M /'7EZT
V ALL ADA. Aq UIREIIEN73
F�
—I 2x W LL -2 1 6116" .C.
CDGFZi]M/NG BELtl1J NA�t!®i(At'
fZE5rH6to/1 N(T .S140�%1 c/ F6R
�LARt7�`.
�- v 7'L� EMERGENCY
PUS RELEASE W ALARM
3C 581-STEEL DO
rAl
rw jcv, / jl l L✓,4tL' /a� lTl t1 L10� S
, 40 —0"
'JBoVE U4L6 W )WCEEAT _M
r/N1514M F1669 FLOOR PLAN w/i LL 5� �A6FIt AaOvE
rL CI / A�/Q /� I SCALE: N.T.S.
c V/Q ! � v IV13TE.�%/ILL 4/pD1.7&7+! i''ir°L "Tt°3 139� 77R6Fi"EL3
AjOfZT14 IDUTSt0,E7 /xG
i.//E LLS - LsE 64LVANIZED �cr-?-w 7yPF . AS7rFrvL-�s 6A/Ly
6 T FA Ef�I l3uiilt`i PL.�i .t ,, A,,m-, 4t)AisTR%L7-/&" /5 /giit', c_nm5T/Zl cTlo.�t:
00
1'-6"
-/-tr A1nz7,4IL cmr 7D HE AP " b4 Lam . tg4x- - FX5TEA!
TD S IDE 0 F PONY W kC FULL L eAfM 6F fitNy WALL
40 —0'
z 14'--4" 23'—C„
1,
/ 1'-4'
2—
00
3068 Q
A16gThfv.53LTTN AAJD EA, 7 WAC
4 RAIL.
HANDICAP RAMP
SLOPE LESS THAN I" OVER 1'-0"
171 4'— 8Y2"
' ADD-0111-7AA11D/J FZ 86/-Z 70/5T 7D cXl5T,
7-645TS - _M I% Sly AS EX15T. - FRI a EAA 7
CD
7dE/JD DF
FULL LEiUL T/4
'rn!G �
e / \
17'-0" C-0" CUT SECTION
23- 0 ' SCALE: N.T.S.
(IT
AARM
RE/ 4L)\1E EV/57, e-l-WA/ LE/UGTN
FE/VGE A1,10 REPLACE W S-'-U'�
1 /�d L7 ��(IG� �TttIS _S6LTIH LAJAL
L
z
WOOD 0
g
1. DESIGN OF WOOD MEMBERS IS BASED ON THE LATEST EDITION OF THE
DESIGN SPECIFICATION, NATIONAL FOREST PRODUCTS ASSOCIATION.
2. FRAMING LUMBER SHALL BE SOUTHERN PINE NO. 2 GRADE MINIMUM
UNLESS OTHERWISE NOTED. STUDS TO BE DOUGLAS FIR #2 OR EQUAL. o
3. ALL PLYWOOD SHALL BE STRUCTURAL I CONFORMING TO PRODUCT
STANDARD PSI WITH EXTERIOR GLUE.
r
4• BOLT HOLES SHALL BE 1/16" LARGER THAN THE BOLT SIZE. RE- U)
TIGHTEN PRIOR TO CLOSING IN.
a
5. STANDARD CUT WASHERS SHALL BE USED UNDER HEAD AND NUTS W
AGAINST WOOD. W
6. THE BOLTS FOR PLATES SHALL BE PLACED 8" FROM THE END OF A PLATE AND
PLACED AT INTERVALS NOTED ON PLAN. a
7. ALL STUD PARTITIONS OR WALLS SHALL HAVE 2 X BRIDGING, TO 0
ACT NS A FIRESTOP, SAME WIDTH AS THE STUD AT MID -HEIGHT. o
8.00 NOT NOTCH BOTTOMS OF WOOD MEMBERS. OBTAIN A/E APPROVAL
FOR aNY HOES IN ALL WOOD MEMBERS EXCEPT AS NOTED BELOW, o
HOLES THROUGH SILLS, PLATES, STUDS AND DOUBLE PLATES IN a
INTEROR AND BEARING WALLS SHALL NOT EXCEED ONE-THIRD
THE PLATE WIDTH AND SHALL BE BORED HOES PLACED IN THE
CENTER OF THE STUD OR PLATE. NOTCHING IS NOT PERMITTED.
r
9. ALL HAILS SHALL BE COMMON WIRE NAILS. WHERE DRIVING OF NAILS Z
CAUSES SPLITTING, HOLES FOR NAILS SHALL BE SUB DRILLED.
0
10. NAILED CONNECTIONS SHALL CONFORM TO TABLE 2306.1 OF THE I.B.C.
A. END DISTANCE, EDGE DISTANCE AND SPACING OF NAILS SHALL o
BE SUCH TO AVOID SPLITTING OF THE WOOD. ch�
O
B. THE PENETRATION OF NAILS INTO THE PIECE RECEIVING THE PINT w
SHALL NOT BE LESS THAN 1/2 THE LENGTH OF THE NAIL
PROVIDED. HOWEVER, 16D NAILS BE USED TO CONNECT PIECES Z
OF 2" NOMINAL THICKNESS. >
C. NAILING NOT NOTES SHALL BE AT LEAST TWO NAILS AT ALL o
CONTACT POINTS.
0
11. ALL WOOD PLATES BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE
TREATED LUMBER. a
12. ALL JOINTS IN DOUBLE TOP PLATES SHALL BE CENTERED OVER A STUD AND SHALL o
BE S"AGGERED 4'-0" MIN. SPLICES SHALL NOT OCCUR LESS THAN 4'-0" FROM
CORNER. �
13. ALL IvuAL HOLD DOWN CLIPS SHALL MEET THE FOLLOWING:
A. HC_D DOWN CLIPS AND FASTENERS SHALL BE CORROSION RESISTANT. a
U
C. APPROVED BY S.B.C.C.1. AND OTHER REQUIRED LOCAL CODE AGENCIES. z
a
D. INSTALLED AS RECOMMENDED BY THEIR MANUFACTURER =
w
0
14. EXCEPT WHERE NOTED OR DETAILED OTHERWISE, ALL NAILING SHALL BE IN }
ACCORDANCE WITH TABLE 2304.9.1 OF THE IBC. a
15. ENEER WALL TIES SHALL BE FASTENED 13�Z" MINIMUM IN Zo
WITH CORROSIO K ICK TIES SHALL BE
CORRCSION RESIS A ORIZONTAL AND
1 .. TICAL. w
I
16. PROVIDE '%2" APA RATED PLYWOOD SHEATHING OR 1%2" O.S.B. SHEAR WALLS AT ALL z
EXTER'OR WALLS AS NOTED ON PLANS. ALL SHEAR WALLS ARE TO EXTEND FROM SILL ,<1
PLATE TO DOUBLE PLATE SUPPORTING TRUSSES ON TRUSS BEARING SIDES AND UP 5'
TO TC? PLATE BELOW ROOF DECK AT THE END WALL GABLE ENDS. '
Z
a
1 • SEISMr SHEAR WALL SHEATHING TO BE 1%2" APA RATED SHEATHING OVER O/S FACE >
OF AL EXTERIOR WALL STUDS WITH ALL FREE EDGES BLOCKED AND NAILED. m
SHEATHING TO BE FASTENED TO STUDS WITH 6d COMMON NAILS 0 4" O.C. AT ALL
INDIVIDJAL PANEL EDGES AND 6d COMMON NAILS ® 6" O.C. AT ALL INTERMEDIATE
STUDS.
0
18. 8ff5#J: OF DIAPHRAGM TO BE "" APA RATED PLYWOOD SHEATHING OR: ArsB-
OVER "v00D z
FfERS 0' O.C. PLYWOOD T9 ASTEFIED TO a
TRUSSES AND RAFTERS WITH Bd E""6C. AT PANEL EDGES AND Sd z
C0MMCN NAILS ® 12" O.0 DATE SUPP G BETWEEN
TRUSSES IS
AT PANEL JOINTS EXCEPT WHERE REQUIR
RT
+ L EDGES AT RIDGE, HIP, AND VALLEI AREAS.
Z
19• A"6I4QILL PLATE TO FOUNDATION WITH N' DIAMETER A307 ANCHOR �Bgt aT"
4'-0" O.C. TO CONCRETE SLAB (SEE DETAIL, 8 RP OVIp (4)
BOLTS MINIMUM PER EACH T WHE L-Pd O�EGMENT IS o
LESS THAN 8'-0" BETWEEN WALL 0 mALL R WALL POSTS PROVIDE
SIMPSON HD2A HOLD_- Pl-A'NC OR"H INTO THE FOU EDGE
TYPICAL W €rtd D ON FOUNDATION PLAN. SEE DETAIL 8/S-4.1 FOR b o
ANe DETAILS.
a
w
20. CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AS REQUIRED TO KEEP w
THE BUILDING TRUE AND PLUMB AND IN A SAFE CONDITION UNTIL ALL STRUCTURAL
ELEMENTS ARE CONNECTED IN PLACE. THE BUILDING SHOULD NOT BE CONSIDERED }
a
STABLE UNTIL ROOF DECK, SHEAR WALL SHEATHING, ALL GYPSUM BOARD SHEATHING
c
ON INT4!CR AND EXTEr2lGR WALL STUDS AND ON BOTTOM CHORD OF ROOF TRUSSES
AND AL PERMANENT BRACING NOTED ON PLANS AND TRUSS SUPPLIER SHOP
DRAWINGS ARE CONNECTED IN PLACE. r_
21• ALL HORIZONTAL FRAMED LUMBER (HEADERS & BEAMS) SHALL BE STRUCTURAL GRADE
NO. 2 CD SAS SOUTHERN PINE OR ANOTHER APPROVED SPECIES HAVING DESIGN
VALUES EQUAL TO NO, 2 KID SOUTHERN PINE. 0
a
22. ALL WCOD STUDS AT THE FOLLOWING LOCATIONS SHALL BE STRUCTURAL GRADE NO. o
2KD SOUTHERN YELLOW PINE OR ANOTHER APPROVED SPECIES HAVING DESIGN 7-
VALUES EQUAL TO NO. 2 KID SOUTHERN YELLOW PINE.
ALL EXTERIOR WALLS
ALL BEARING WALLS Of
ALL SHEAR WALLS
W
I HEREBY CERTIFY THAT"HE STRUCTURAL PLANS SUBMITTED HEREWITH ARE DESIGNED WITH THE STRUCTURAL.
LOAD CARRYING ELEMENTS TO RESIST THE ANTICIPATED FORCES OF THE DESIGNATED SEISMIC ZONE IN WHICH a
THE STRUCTURE IS LOCATD IN ACCORDANCE WITH ARKANSAS ACT 1100, 1991.
REVISIONS:
N0. DATE REVISION
/ - PoRT i4-Pdi!'Y
ADD FEN
z YY-6r Sounvo �z Jexs
FULI- AoA A07X,&t
ka c, I
�# u LP
e:
Li
i"
L E3 Zr
O
L9 1Y
UWJ�
U _
Z
m L)
O Z
-- Z 0 W
0� a0w
W J ❑ . 7-
�<MM to
Ix ❑ IIl
Z00�
Z
e U O in
O�W J
zG r 4
O
WEO,a W
PROJECT NAME:
SHEET TITLE:
NOTES Ff1A1"1iref1?
A DIE-74 /LS
PROJECT NUMBER:
L)7-Di-0 7
PROJECT DATE:
TUL'YI Z06i
SHEET NUMBER:
S/D
ALL EXTERIOR WALLS
ALL BEARING WALLS Of
ALL SHEAR WALLS
W
I HEREBY CERTIFY THAT"HE STRUCTURAL PLANS SUBMITTED HEREWITH ARE DESIGNED WITH THE STRUCTURAL.
LOAD CARRYING ELEMENTS TO RESIST THE ANTICIPATED FORCES OF THE DESIGNATED SEISMIC ZONE IN WHICH a
THE STRUCTURE IS LOCATD IN ACCORDANCE WITH ARKANSAS ACT 1100, 1991.
REVISIONS:
N0. DATE REVISION
/ - PoRT i4-Pdi!'Y
ADD FEN
z YY-6r Sounvo �z Jexs
FULI- AoA A07X,&t
ka c, I
�# u LP
e:
Li
i"
L E3 Zr
O
L9 1Y
UWJ�
U _
Z
m L)
O Z
-- Z 0 W
0� a0w
W J ❑ . 7-
�<MM to
Ix ❑ IIl
Z00�
Z
e U O in
O�W J
zG r 4
O
WEO,a W
PROJECT NAME:
SHEET TITLE:
NOTES Ff1A1"1iref1?
A DIE-74 /LS
PROJECT NUMBER:
L)7-Di-0 7
PROJECT DATE:
TUL'YI Z06i
SHEET NUMBER:
S/D
ka c, I
�# u LP
e:
Li
i"
L E3 Zr
O
L9 1Y
UWJ�
U _
Z
m L)
O Z
-- Z 0 W
0� a0w
W J ❑ . 7-
�<MM to
Ix ❑ IIl
Z00�
Z
e U O in
O�W J
zG r 4
O
WEO,a W
PROJECT NAME:
SHEET TITLE:
NOTES Ff1A1"1iref1?
A DIE-74 /LS
PROJECT NUMBER:
L)7-Di-0 7
PROJECT DATE:
TUL'YI Z06i
SHEET NUMBER:
S/D
PROJECT NAME:
SHEET TITLE:
NOTES Ff1A1"1iref1?
A DIE-74 /LS
PROJECT NUMBER:
L)7-Di-0 7
PROJECT DATE:
TUL'YI Z06i
SHEET NUMBER:
S/D