HomeMy WebLinkAboutMULT DOCS - 03-00058 - The Village Apartments - Buildings #1-7I
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Name
CITY' 0,F R X URG
APPLICATION FOR PLUMBING PERMIT
OWNER
FEES
Address
�e I.
Lot B I k. Add.
PLUMBER
Address
Tel.
NATURE OF INSTALLATION
Use
cu.qh Plumbifla
Futures
Complete
DESCRIPTION OF WORK
Bate Tubs
Showers
L@undry Trac
Wash Bast~
. iOp Sinks
1t Mer? Sinks
I-10cr Drain
Drinking F untain-q
'mater Softeners
Dish Washing Man h
tAothes Washer
.6
..rF 41 n
h
PIumbin Permit
.
Sewer Ins
T 4 ■ �. ■ + i . i
Inspection of P ■ F . ,
F .■ ! F ! ! i
Inspection
peiy TLT' f FIXtures W i T ■ 7 ■ 7 i F 1 T i i ! i
TOTAL �
Received: date
By -
INSPECTOR'S RECO-RD
W � SEP 12 2003
Q7Y F RENRURG
0
P
CITY OF REXBURG
BUILDING INSPECTION SEQUENCE
Type of Inspections: For on-site construction, from time to time tk
notification from the permit holder or his agent, shall maV,-
inspections and shall either approve that portion
the permit holder or his agent wherein thesat
1. LAYOUT: Lot corners staked, S '
2 FOOTING: Commonly made'
areas are exce-
jr
al re''
3. FOUNDS
4.
5.
7.
Am
10.
11.
12.
PLUMBING \
TRUSS INSP
FRAME INSP
E
b r Cj
roL
Sta
LATH AND/OR Wt
COMI
bef orc
�i
taped
FINAL PLUMBING At\
All systE
SIDEWALK INSPFCTIC I
Alter forr-r,
FINAL INSPECTION:
Commonly
OCCUPANCY PFRMIT:
Issued when �
OTHERINSPECTIONS:
In addition to 1
make or4 require
code and other
L -'
The permit holder or his agent shall [)O<
and conspicuous place to allow the b'LlilG,
shall he maintained by the Permit holder`�\
I have read the above and will comply in n,
NOTICE prior for inspections to be made.
Electrir,al.- 624-3767
Plumbing: 359-3020 ex 326 or 313 or 359-3k�
Signature7-:S7-
,,)on
ecessary
,all notify
T
int
,,-*,uaPProved_
HOUR
trnding: 359-3020 ex 326 or 313
D a e
11,
I
8
r
11
�AR-03-2004 WED 05'04, PM
Anchor
MIDWEST FASTENER
not a maat�tursr
�nar qualilied to r$�omm�nd �uit��il�ty v�
I'Gations- It
pr000cts wo seii to� pedific RPP i
;s the respansEb;fity of the end usor to Oemli�
PLAnhil,iv
FAX N0. 2,693279798
P. Ot
WOE ArictioTis ORP TSL,
Type 47
T Averaoc Ultis -Tpiile shear volues
An0h or SJ103 Minirntim Embedment to en MmrW Up To Thread Len te
Tensile
L 1 1 ' 2 0 x 11-3/4 it 9' 11 or.
� J
114"20 F
I r
114-20 X 31414 0 41
J I
- 2500
6116-18 x
FY -1 i _
i 6 I Ile 2464
J
2/8--i p x 33/4 1-1/2
,
a/8-16 x,�
l i
1I '-13 1 A
112-41%'4L1�_a
Ing-1 5;1 Pa 2-1/4 2i1(8 1-1/4 4H2 6243
14-15x 7
- 1 �118r
i
' fro !'1 0 8084
rR
t
r I2 --1i
5 I
L {{
M_ l 14X 112
VI 4-11 112-
/ 4 i0 X 4 -314 4
314410 x 5"112 1A142
* -7
W4-10 9 8.1 4 4,,112
—04
All
ass
32
Mquest our Anchor Catalog for compmte information
SIMPson Snow offers two types Ot h�gh-strength
anchoring cartridge systems. Epoxy -Tie adhesives are t
oomponent,
low -odor, :1 ratio, 1 solids epoxy based adhesives.&rnpson's new
Acrylic -Tie is a two -component, 10:1 ratio, acrylic based adhesive.
innovative chemistry allows easy dispensing, cure at
temperatures down to Oc" Fa as well as fast cure at temperatures at o
above 40OF Both systems featurelmultane u dispensing of resin
n�
and hard r/initiator through a static Mixing nozzle (except SET -PAG).
APPLICATION: * Surfaces to receive adhesive should be clear.
For epoxy Products, the base .rnaterial temperature mut be
40" F or above at the time of application. For best -results the
adhesive should be -800 F at the tirn ()f application.
For Acrylic -Tie the base material must be 011 or above at the
time of installation.
* To warm cold epoxy cartridges before use, place there in a uniform
heated area for a sufficient tine to alit �� t� warm �r-r-apl'tly
. ,
Du not immerse the cartridges in watertof iftate warming.
Mixed epoxy material in the nozzle can harden in _7 minutes at 0" F
Mixed acrylic material can harden in SET -PAC or the nozzle in -7
rn I n utes. .
INSTALLATION (Epoxy -Tie and Acr li -Tie),: # Grill hole top ecified
diameter and depth, Always wear safety glasses.
Remove dust from the hole with i t -f rere F
air. ��� with
nylon bru 114 and blow out remaining dust. Dust left in the hole will
reduce the adhesive's holding capacity.
Before using, dispense a bead of adhesive off to the gide to check for
proper mixing, indicated by a uniform gray color. Fill hole halfway,
.ta rtin g frorn the bottom
of the h oie to a of d ai r pockets. With draw
nuzzle as hole fells up.
Anchors must be clean and oil -free. Insert anchor, turningfowl until
the anchor h It the
bottom �f the hole. Do not disturb during cure dine.
CODES: * 00 ER -5279 SET); ER -4945 ET), -5791 (AT); City of L.A_
RR 25279 (SET), 25185 and RR 25120 (ET); RR 25459(AT);
SBC01 9706 (SET), 941 5 (ET),
Cure Ti
niie
Materia I
e Temp
T .�
I t
4hrj1hrl
Sill Flats Shear Loads (SETIETIAT
Based on Concrete Edge Distance
tud rill Min E� a r� Avg. Ult hear
Dia Bit � far Load
Dia Embed Dist Dist I oadr
12 0 G psi
Load Applied Parallel to Concrete Edge
l 12 414 • 1�4 8IV. 8496
F -2125
58 13/4
` t .
I 1
1. The allowable load for the anchor will be the lesser
of the wood hearing capaGity or concreta strength.
Edge and end
distances for
threaded rod in
concrete slab
corner condition
Edge
Tension Loads for Threaded Rod Anchors in
Concrete Foundation Stemwall Installation
F Mull
Drill I li Allowable
Stud 1 Bit Iain ball I Ult Ten ion Load
Dia Embed Th -ick-, Dist is Tension ftp 2000 . f
f iia � ��t ��t �
ne ILLoad
_1
SET1
1
_-
11 ET
TWl n and zinear Loads for Threaded Rod Anchors
Tension toad Basedon Bond Strength
Had Drill Sit AT Drill Embed f' � ��� � i oncrete
Dla�- �i�i. - ���a�b - . SET _
I Dia, ET AT
Avg Allow. Avg Allow.
I q ill
t Codd Ult Load art . L
1 3/4 j0_0 —475
1 1/2 10,200 .1 3
5 1
4 1/. 10,610 2}655 �' !— 10A10
a
" 1/ 7.215 11805
1 / /8 9/16 114 , 1770 , �[jy ��'jI +��_yj �f�j
6 18,555 41640 193 180 41'
r 70
7Pn
11 1/p
26700
331402
15x456
421100
47-
8,350
-Qrr
M mmm�1!I
,720 --
t
-�I DIP nd
f 1 �4
j4
1
121/2 8 1
i 4
5
5
Edge and end
distances for
threaded rod in
Concrete stemwall
orner installation
6"' or 6'
2300 •} ,� . ,- + . .
*
33600: 8400 112001 '
5: 072 �,:'2 680 - 3565
161604040
1; 5375
5 170001-42-50 j 5650
23340`5835 7760
Shear Load Load Based cm
Based an Steel Strength A307
/8 1 511611 1, 1'
,r { , , 045 I-19-2---
-, 1 5,015 ,�4� 1 � ��
1 8 l' a1 -z
,. MO 20, 600 4
. � � 11100
1. ion load based o n bond strength- and allowable f ear load based cm concrete
edge
tin d� de
. The allowabletension road i the icer of the arlo+d��abf•e Coad based � �tar��� �;�� bad �n � att tater �f .
hr� tr gtf and the allowableload based tel strength,
. Allowable 5hear load is the leer of the allowable IDad based era concrete
edge ditance and the allowable load based an steel strength,
4. I luwab f e loads can be increased by % ter wind or earthquake loading, no further
increase aflowed.
5. Minimum concrete edge distance is I 1/2x embedment and mill mum spacing is 4x embedment.
6. Anchors shall not be used lo t tension forces ln ceiling or vvall insta0aflons unless special
consideration is g iv8n to fire -exposure conditions.
7. Reference the Simpson nchor Systems catalog for spacing, �� distance rqU•irenant and other important information.
+6 ,ti �° ■
:8 �5 .
u
r�.nxllEaLu�si��+� F] l�
ja
+d�Mdgnla�
+ L - • • sIY
10, 22 & 56 oz
SET
—,,
CTCVU"0CC '1k
AN two T
A.UM E!VVF
: .A6)r_J.
a�aca�a A }.
• �� �e �Icsrea
_:
o. �r '►"mac
5.8,CAT 0 vx
�•�
C3
co
CID
4Z)
C.
CD
€U
6
CM
0
cu
C3
0
r
�
;
2-1/2 "
rr 3-11
Y
$r'r+di�Y�'•
� .
Up to
rr
241{ ,r
rr
3.1 211 rF. . ..
•
d1 •
+�� 1 dr
MIN
F. , , .• ; .. . . .aux' . • .
a�+nest
Nil Ill., 11 1 1
From
6rr
6_ 11 r'
}
Concrete, Block, Brick, Stone
J1A[ :
Y P.
114 rr I JI to 1-114 it , 9,11
AWHOR MATERIALOWN
Carbon reel & Type 304 Stainless Steef
flee Power -Solt anchor (formerly knc.-,m as the Ravv]-Bolt) is a heavy duty
sleeve style self -undercutting ancher ��r �h°� i i r o n resistant removable.
jr. is available with a finished hex head or flat head with a hey; key insert and
can he used in concrete, block, brick, or stone.
Washer
Bolt Length
h
11!
Extens-lon sleeve
Compression Ring
Fla H-ead Bolt
Flex I n5ort
V
Extension $ lve
Compression Rina •
-
Length
Diameter
'Expander Cone
0— Dust Cover
EXpa der Sleeve
rr Expander Bone
Expander Sleeve
Expansion occurs at two levels �%rithin the drilled hole. First, the cone is pulJed
into the large triple -l"0 expansion sleeve' developing a raid -le elr compression
force. Further to IT i n g causes the the ed bolt to advance into the threads Of
the expander core,, [erring its four sections outward. This acti rt UndrL-Ycuts the
base material deep in the anchor hole, r etl Increasing the, holding povver of
the 'ower -Bolt.
Tile bait and cone reran a in I Ocked together which prevents I oe ening ufid r eveii
the most severe vibratory conditions.
The Power- Bo It is a Iso d es i g n ed to draw the fixture 1 nto fa l l bea ri ng a ga hist th e
base material through the action of its flexible compression ring, s the anther
is being tightened, the nylon compression ring ill crush if n ess tc) tightly
secure the fixture against the face of the base material
The internal bolt of the Power -Bolt 15 removable and reusable in the same
n her bole mak'lng it ideal for applicationssuch as mounting machinery which
may need to be removeo for sprvice and ler teMPOMPY appliCafl0n.S SUch as
heavy duty ' form �PIIIIIIIer ..
s }
Yrt s - . tid
.:r .. .:.3'. _.. ..
- n s• n:a
LLNGTH IDENTIFICATION
{
The Power -Bolt anchor has length ident-[ Jca ion mark stamped on the head of
the anchor as shown, making inspection of installed anchors easy.
Fro m
I -112x:
��
2-1/2 "
rr 3-11
4 !r
4-1/20"
5 fr
Up to
rr
241{ ,r
rr
3.1 211 rF. . ..
- , rr
d1 •
+�� 1 dr
MIN
Nil Ill., 11 1 1
From
6rr
6_ 11 r'
rr 7.11
BPI
8-112
TO
t{y�d-�-
UpUpo.
Ld rr
6-1/2 'J
7 rr
�J+I
! - � 1 Ys �7 rr
8-1/2"
9 ro . '
-1 f �.
Using the proms diameter bit, Grill
dole ' to th o base m a tenial to a d p t�
of at least 112 r+ or one anchor
diameter deeper than the edr-neat
required. The tolerances of the drill bit
used should asst the requirements of
1 Standard B212.15,
Row the hole clean of dust aiid other
mate at, Do not expand the anchor
prioF to installation,
V
Drjoe the anchor through Y7e fixture
into the anchor hole until the bolt
head is firseated against the
fixture. Be sure the anchor is drivent
the required embedment depth,
Tighten thp. anchor by turnMg the
head 3 to 5 turns past finger tight or
pp guide installation
torque from the finger tigIht position.
IA ME STEEL HEX 4 POWER -BOLT
Th following tables list the « styles f - st inl s
andard Power Bolt anchors steel Power -Bolt anchors are manufactured from 300 series sta'111-il'ess
r cl u di both zinc fated carbon st 1 " s
�. r r tee! passivated)
MI MUm a n hOF length, determine the embedment depth required t bt�i r
S.
r,
the d. s i red load caparc t + Then add the thickness of the Fixture, i n ll� a 1/441 x 11 „ 7/8 100 600 2
spacers or shims, to the embedment depth. -� 1/ - 1/4 1-1
. •J, 1Je 6 1/4" 4" x ' I 1 14 I f 1-114 lee 600 aJ
CARBON STEEL HEX HEAD POWER -BOLT f4 }{ ��` ff 'y y
.. aJ 0 3/8 ' +H T 1 A �
/' ' ` ry rd+q I I �" y.F 0 P
0 10
Carbon steel P w r--Boltnchor are manufactured using a Grade 5 kelt, The / x 3-1/2" / 2 )' 50 300 1 2
are Plated with ornmer i l bright ern finish and havesupplementary5916 3/8 I, 41 41 1
hrot treatment �� ��r��r�c ��^�Rth STM � I 0 � 1+I� � �I el. -� � �� � �
rn
(Fe/Zn 5) 5944 5/8" X 514 5/8" 2-3/11 15 90 47
pl�-MMFJM
15 60 6
r=a 5954 /4 x : -1 /4 /4 ' 3 11
r
15 60 70
6900 1/4" X 1 " 1/4 7/8.11 100 �''+1 � J
't 1 0 110
,1/4I� 1-�"'r,. � 1.x'4" 1-1/43.
'°
....
The piblished don is measured from below the skier t the end of the anchor
6907 5116,r 1-3/4" �1 `' 1;.112 100 00
6908 5/16
1 'iii 2-112 II 5/16 V2 50 30o....... t�
s �
6909 /1 " � _1 ?' '" 511 1 �1 � .Y � 0
-----
6910 y S ° x -1 i, 4 3/8
I� II
r
6 911 �` 1 1- 7/8 3/8 1-1/4 a 0 00
691 I
,� " " {� I
ANSI Dirill Bit Size � f `! �I ��,r�
�+ + y II p I � 'iris II
/f I{�' 11
F j �°y u ,
rl!r's LUI+a ['Mra C 1 1c 1 r, { I i 1
1• _
6914 '"€-�" ,5/16
0 309C 1-2r
/1
Jr7 P'q ...rrr•••..,,,, �{y� [r Ball
�j�' y!e, �71{yyr p[,+�7J 3/8-16
++ Ir1'+��' .
6916 �r.11 4 II I " " 5 ' 1. 14
I I'1 t��L.l LFV�i ti�ll,� 1 W � 1/4-20 -1 i -1 ,J
^ e• r Ir it 1 II
6930 1i 2-3/4 112" 2-1/2" 200 1. H F��+dq,�t ��,6 11 11/64 15/64'
I,
6932 112`' -314" 112" -11211 5 1 1 �'�'� 1��r �.� 5/8" 1311 � II
a I}3 +qI Ir��' � •
69,34 112 x 4-3/4,. l� retic I Iz '' il�� L,l ]I �'I �I�''I II
�'IF`.rJd +'"r I''' I'L'L I rf�
.. .. .., .
C
6936 1127 3-3/4 " 1'� -1 Y'i 5 150
32
..- � .1 0'
_ r
6942'" x 4"N1 gill fit re
- 1
6944 X 5 go•
�i i e �ear-ance Hole � 1X11 �! ;� `16F. 1. � b 1
1-3/8'' - r
6945 /8F' 'x 5/8
_'"
15 90 57 !-'Itorr.al BoIL Size
"25/84'°' 1{'-d 3ffi4
"
6950 /4" x -1/4 314'' " 1 7 Wash r O,L� 1 r..y ,
6952
}j'��7; ��, ,}J+ IF''.^ry /,f'J5 31411
,lJ' 4-1/4
���J11� rjr rF-JI� ,j j} yI �{�7� I — ° �� F� F � �IL , r +l —� ��f 2-3/8
"
Ld iii .• ., .
reach Size,
,
10 7
6956 3/411�1�' ,fr f1' E�1� ..
40 A o5
" -1 �' dl 110
CARBaN STEEL FLAT HEAD POti�'l�M-BOLT.
1-rT 1 �
yAr `f�
I I F+ 4-V4 f I 10 1 �f �`J I..� � f -fes i
ii4...fff YJ 1 tiJ'5 r NSJ DOI Bit Size, �ei°� Y° ; rt T I 1
+fir ++.9j ff f+ y�.+
-` '� 5
444!!} ��ff 66--+��1 FixtureJ.1--� I --:'?1 �-'�° dao' iI, 1 �`•II
Th ,�Uhlished length I ease d from below the washer to the end of the anchor
3/8-1 k� -? ,� - �
This sire d not have a O,�p�ron ring, Head Width 314 Y ';8il ?118
H Height 15/64 114 " 2111" 4 II
CARBON STEEL FLAT HEAD POWER -BOLT Allem " ��rfn�h Size /32
The flat head Power -Bolt anchor has hex insert formed i
' n the ho of the
STAINLESSSTEEL HEHEAD, P :.. ....
-BOLT
bolt. ac o o�nta[n an l rerl wrench vvh i li matches the 1 risen size,
.P
SEI Drill Bit Size 1I'4" �7" �j' rI� (�Ir { rr
6981
°-��' 8. 13 3-3/4 "e7 r� 4!'Ip7I r '_'I
4I r rir rr�e Hole =1 #i7/16
698 "
r — IF S 300 7 Internal Bolt Size 10-24 5/16-1 B � `r a _l
5 00 0 •1I d H i ht 7/ 4 'jj+'�*'yI P1
16' rr
6984 112" 'a 1 / " =112 . 150 Washer G. D,
1` 13/16, 111 1-1/4'1 _�-1�I,.,
Size /1 r' 112 " /1 6" fel ``
rhe Puh?x. he?d length is the entke length of the anchor mea5uredCnd t0 end.
! t
.- ULTIMATE LOAD CAPA TIES _ CONCRETE * TATN
LL
Internal Bolt
Grade 5
Grade 5
*Type 304 SS
Washer.
AI 11040
N/A
Type 18-8 SS
Expansion Sleeve
AISI101
A& 1010
Type 304 S
Lxtension, Sleeve
11 101 aDISC
1010
Type 304 .55
ExPansion Cone
MSI 1204
NISI 12L14
Type 303 SS
ompresslon R[ng
Nylon
Nylon
Nylon
Dust Cap
Neylon
Nylon
Nylon
Plating
ASTM B 633, SCI, Type I
I I (F-P./Zn 5)
I
*Manufactured with a m6'Mum
yield Vength of 65, 000 psi.
'2,450
.
The foll'owing load capacities are based on testing conducted ordie t
.ASPM Standard E 48R
W,114� LOAD�I��A�IT#� - CONCRETE.� - -CARBON�TEEL��IL�'RI�I�T.
1 /4
7/B
3-4
1,275
1,480
1.445
1J690
1.650
1,690
. .:..:.
T J•+3
1 la i,
1�14 ..
�'y{
r�-Ir, {j.�
_.2 070
r'j�
- L.r
r/y �[''yp
,• +L•r� tiJ•.
r/� }"�� °ry{y
•L°! -i v�
ars}'
x.130:
1/4
1-3/4
3- 4
1,975
2,11 U
2,380
2,540
2,450
2,540
1/4
2
3 - 4
,230:
2,11
'��
.:� 5
'2,450
.
V4
-112
3 - 4
2,300
2,110
2.400
3. 3 B5
2.500I385
1.975
5I1"
1.112
1 15
2.320
2,80.0;543:200
1'8
.
15 -
20
5116
2
1 15
2.5'40
3!280
3,120
4,230
3,270
4, 230
5/16
3
lid 15
3,280
4,240
3.780
5.380
4.1260
5,380
/8
0
5
3,895
4,980
4,585
6,425
5,920
7,875
/8
-1/2
5 - 35
4,200.
4,9804,870
7,1
6, 7
7-960
318
3-1/2
5- 5
4,400
4!980
6,150
8a 0
7, 5 50
8.770
112
2-1/2.
45
5,380
8,b45
7,32 5
p 75 .::
7,4 856
r ` 5•
112
3
45 - PJ0
7,325
10,1504
9,780
10.690
9,830
12,005
112 :m..
3112
45 - 60
7,745
10,160
MUD.
10,690
10!775
12,0'
112
5
45 -60
8,060
11,930
!
12.320
11,460
12.320
_�
- 100.
6!5150
9960}
8,440 .
-�4,4e4d3�
a250:
1 �100�
518
5
80- 100
6,665
10,980
9,905
1 6r58O
11,1 5
17,063
4
80 100
7!085
14,065
!,
,
1
13.1,10
20,540
5/8
6
- 100
10,200
'19,54 5
13,665
20395
16,955
22.055
4
31
95- .120
1.0, 460
1 a,r170
10,475 5
,
20,140
10. 7
0.140
314
4
5- 120
11,545
2 2, 9 35
1 Z345
2 6, J �
12,840
2 1795
/4
4--11
9 120
1 2rO75
24,055-
13.575
27,615
17,350
30350
/4
5
5 120
1 2,61 0
25,175
15,700
2 BJ 705
18,05030.90,;
3/4
7
5 120
14,17
j'-8:-2'10'.:
33r]25
24.070
13.155
1 II
4-1/4
1 B5 - 200
14,800
30!000
20!400
35,606
25,500
40,800
185-200
1 6.200
35,200
21180E ..38!400
26,900 .
42,000
1 `
6
185-200
1i8,00
37,000
24r2OO
40.000
23,600
42.000
6
3JO - 375
24,600.
53.200
33,80
r443,800
74 C
7
350- 875
27A40
57,800
35,50066,800
45.6(",0
7,rj00
1-1 J14
350 - 375 ` -
1-0 0
60,000
VILVY ...
38,000
r0%0
7dL
482 0
, 7 1O'C' 0
14
7/8
3-4
� 10,690
1,275
1,480
1,445
1,690
1,650
1 6X
14
1�14 ..
10.950
1 r 290
1,760
2,070
.11760
2,1301r
r'. f
,1�._i
4
1-3/4
3
-4
1!760
p11-0
1,760
2,540
E,760
2,540
114.2
20,140
3-
4
_1,76,0
2,110
1'r760
2, 825
1,760
2,82
1
2-1/2
12,075
- 4
1.975
2,110
1,9 7 5
3,3B5
1,975
3,385
1'8
.
15 -
20
" ,
1+
5 p �
....
585
......
6! 425
5,920
7,875
3/
1 �
-15
20
4.200
4,980
4,870
7,160
6,670
7,960
-1 i/2
15 -
0
4,400
4,980
X11 50, .
8,660
, 900
3,770
112 -112 25 - 5
5l5 X1545
7,325:. 1,15
7,745 1OJ519
f. -1i4
2�I0
p48&
� 10,690
-10.7 75,
2-3/4
45
-60
50560
9!960
7a 32516375
r4Q 10,690
10.245 10,690
10,55 5, 0 11 j 505
8,440 14,965
1 I I V!5
9.675
p48&
� 10,690
-10.7 75,
'12, 0 0 5
9, 250 15,005
5/3
3 45 m_ L0,
63.F,65
IRM
-9,805
1�1 �
1115��
"17l .
5/8
45 _60
7, 08 S
14,065
10.950
1 r 290
13,110
20,540
�1 - 6
r'. f
19. 54b '
13r470'
,�
150000
,05
3/4
3 ) C 00
10,460
18,170
10,475
20r 140
101780
20,140
60
70-.90 ..
11,545
'? 2,I 35
12,3 45
' 26,525
2840.
26,525.
/4
4-1/2 -70-90
12,075
24,055
13,575
27, 615
14,5 7 0
27.61
3J4:.
' ..,. ' :..
12,610::
5 � 5
K
!705
1 300
28.705
311
7 70- 90
14,170
9104
16,54,
29,040
20+120
29,040
NO Ee
The I'Ares lided above afe
inti atc 1084 Capdaitie,5 vvhichl should be reduced by a
+fir Lr"rnlLety factor of 4 of gr ter to ,sena the
allowable Fling lbaL(
ti
1) MIA ATE L 54fJ`'I, D CAPAC NTI B = LI GHTWELIGH T 'GO•��� E,�•:
114
1-1/4"
4
1,� �
1.480
...
.. .... .... .. .
: :...: -1 ,:
1 r 540..
1i!'
-112"1
5
3,280
7,120
112
SrJ
-3/4
60
4,830
1 �'
314
1r
5
7,320
13,790
!r
r 4
it
-
t
1 9,740
NO TE,
i? !f lu' ' lister'' above are Otmate lor,,,4 cap cities for
both Me carbon and qa�hjess geol
'.ver-B101t
l)rs which 5hould be reduces' by a" minimum Safety faCtOr Df 4 or
greater Ito
det [Mthe 'the aflmable or ,1-,jio d,
ULTIMATE LOAD CAPACITIES - -90 BLOCK AND BRICK
7/rr
4
1,030
1,360
I r`i5
ir
1/4
318
2,480
1/2 r,
- :
IAM:...
1540.
1-1/2 P'
0
1,840
3,250
Y 11
yr ye
a'{}
4 J1
.4-230
Id4rr
V8"
1.480
1,360
I r`i5
ir
1/4
318
2,480
1/2 r,
-112II
rI rr
2 rr30
35
2,520
4,570
11
3/4 rr
331
4 J1
3,200
518 rr
2 3/4
30
5,670
6.840
3/4
311
10
5,310
8,460 '
MOTE. The values lister' above are Wmate load cap-actes ,for both the cartonteel �n� sta�,�les5
steel Power -Bok anchors. Depen in y upon anchor applicatibn and governIng building code,
06M& 10ad capacities should be reduced by a minimum safety factor or 4 or greater to
determine the alidwable working fond. The design professional' ijiar itt7 actual product
fnstafladon ShoUl # to Consuked. Please refer to the general section entitled Ekrajoation of Tt5t Data
that appears WAPf in this manual for current industiy standards. The conq�texy of hoitow biock
or bnr varies gr at1 The 10 capacities listed :(e sbouid be.usad as guidelines ons; Job site
tests should to conducted to ve ba5p materjai con%tency, proM installation torque values and
Xtt)af anchor perfor ante. The 712" size bw'i cons�stenr fail hollow block, The 518 or 314" &{ zes
can be used, but the ultimate capacities mil be no higher than those hor the 712" Sze.
ULTIMATE LOAD CAPACITIES - GkOUT FILLEC) (.90 HOLLOW SLOCK.
1114
1-1/8 ri
1.480
- IIIA' Ar dens Of SDJid
318 rr
1,480
318
2,480
1/2 r,
-112II
rI rr
4 F3
35
3,045
3r JJ
11
3/4 rr
331
4 J1
3,200
4
1,520
1.480
- IIIA' Ar dens Of SDJid
base m t rla�, BMT, when
1,480
2
2,480
3.830
20
,6503183
of 4 a� � the base material
the thickness of the face
35
3,045
7,060
35
3,360
7.0
0
3,200
11,250
0
3,720
11 +5"
85
1,180
1 L....340
5
5,310
12,340
NOTE The values listed above art uiti 'te load capacities for beth the carbon and stainless
steef POFD. -Bolt anchor Depending uPOn ar)cbor application and governing building code,
Ultimate )0 -ad WBcitras should be redaced by a n41 imLim sant, factor of 4 or grater to
determine the allowable workirig load. The design prOfeSsional familiar with the a chum
rOduCt I stallat0fl ShOtfid bP COMiced, Please refer to the general section ended
Evaluation of Test Data the appears earlier tri this Manuel ror current industr stn ar �. The
consistency of grout filled b lock varies gfeadY, The 10ad Capacities listed abo ve sh o old be
uJcd 05 guilleffnes Of dYy JDb We EeZ 5=0 be conducted to verify base materia)
consistency, pfoper in5t lllathOP, torque vailues and aetU I anchor erfori P anCer
D
D = Anchor Size t
Spacing
E = Edge Mstance
BMT` Base Material Thi k"es
BMT
BrFl. 1 Y LA1 OWT! i r f NI L S "f,.�+sf�r{er � :-tt �{�`• �'�r'f'�r+-�•*{- ^i7. - 7�M1 xY} T��!�7.�C'.:t
�?ry•'An vt r• -3;'..y }^ �. to .ar . - S }•v'•• -n i• e�Y}:{�}
The minimurn recomrrie.nded
- IIIA' Ar dens Of SDJid
base m t rla�, BMT, when
LNng the
Power -Bolt anchor
is 125% of the embedment to be used. For
ample,
this koess
when installing ars
shoo I d be 5" . Th'6
anchor to a depth
does not apply to
of 4 a� � the base material
the thickness of the face
shell In a
f
3018
i IF
-31+r
-5/
2-1/4
1-7/8
112
n
y
4-11
4
j J •
3
�' y!, � 1:: - � �
•
6-1 r'4
♦$,fie
" :
5
�}:y.#
's" '..err
' �' . `• �
{ •: { } t
1-1Q
n :.
6
tir 1 �r
4— 1 r2
3— 4
1
10
a
7
5
1-1/4
'12-1/2
11--1 4
D
D = Anchor Size t
Spacing
E = Edge Mstance
BMT` Base Material Thi k"es
BMT
BrFl. 1 Y LA1 OWT! i r f NI L S "f,.�+sf�r{er � :-tt �{�`• �'�r'f'�r+-�•*{- ^i7. - 7�M1 xY} T��!�7.�C'.:t
�?ry•'An vt r• -3;'..y }^ �. to .ar . - S }•v'•• -n i• e�Y}:{�}
The minimurn recomrrie.nded
- IIIA' Ar dens Of SDJid
base m t rla�, BMT, when
LNng the
Power -Bolt anchor
is 125% of the embedment to be used. For
ample,
this koess
when installing ars
shoo I d be 5" . Th'6
anchor to a depth
does not apply to
of 4 a� � the base material
the thickness of the face
shell In a
ho1Iolvv bfock wall.
3018
3-3/4
SPACING -BETWEEN-ANCHORS:
To obtain the ma it uni brad in Lens'i on or slur, a spacing,
l a meters (10 �) or greater should be used. The minimum re orq d d anchor
spacing, S, Is nch r diameters 1D) at which point the load should be
FP.duced by 50% - ncl i r,)r sp,-,1cjrjg closer or less than 5 diameters D ne eds to
be field tested. Actual base material conditions will d t rrn rye any applicable
reduction fr9ctor: The follo'oAig table lists the load reduction factor, Ids, for each
anchor diameter, D, based an the IIt r tO Mn ler anchof spacing.
1}4
-1Y
-1/4
2
1-3.114
1-112
1 A
%/1
-718
-112
2=1 4
1-7/8'
3018
3-3/4
-31+r
-5/
2-1/4
1-7/8
112
5
y
4-11
4
3-1112
3
2 -11
5/8
6-1 r'4
5/
5
4-3/
3-314
-1
/4
1-1Q
6-31x4
6
tir 1 �r
4— 1 r2
3— 4
1
10
a
7
5
1-1/4
'12-1/2
11--1 4
8-3/4
7-1,12
6-1/4
Rs
1.00
0.90
0.80
0.70
0.60
0.50
EDGE [)ISTAPxE,- TENSION ..,
For tension Joads, ars edge distance, Er of 12 &m t rs I D or greater should
be used to obtain the m- fflum tension load. The minimum recommended
ditejnce, , I
ib j Blame ar (L)) at Vflfch pulpa she tension load should b
redUced hY 2 0%. Edq e distances closer or I e SS than 5 diameters D need to
be field tested. Actual tease m t rial condiuciis vv][1 determine an liable
N.
reduction 'factor, The following table Nsts the load reduct'on factor
, heti each
anchor disaster D, based on the anchor center to edge distance.
1/4 3 2-314
3/8 4-V 4-1 /8
1 2
3
5-1/2
2-112
2-1/4
2
3 /4
1-112
1-114
1
12
11
7: 1 -1/4
15
13-1/4
R e
1.00
0.97
2-1/4
2-7/B
3-3/8
4-1/2
T5
- D r_/8,
6-3/4,
9
12-1/2 11-1/4
0.94 0,91
2
2-112
3
4
5
76
8
9
MR
1-3/4
-1/4
2-518
3-1/2
4-3/8
5-114
7
met a
2-114
3
3-3/4
4-1
2
6
0.03
1-1/4
1- /
2-112
3-1/_8
3-3/4
15
6-1,14
ON
EDGE DISTAKFE SHEAR
WW4-
For shear loads, an e-.dgjk--j distance, E, of 12 a nch or di a ret rs 12 D' ) or greater
should be used to obtain the maximum load. The minimum recommended
edge distance, E, is 5 anchor diameters (5D) at which point the shear lead
should be reduced by 50%. Edge distances closer or less than 5 diameters (51))
need to be field tested, Actual base material conditions willll determine any
a c I _flie lie ire table lists the load reduction facto�.
,ppl'cable redUCtion factor
Re, for each anchor diameter D, based on the anchor center to edge distance,
1/4
3
2-3/4
2-112
2-1/4
2
1-3/4
1-112
1-114
3- '4
3-1/2
3-1/8
"T
2-f18
2-112
2 1 /4
1-7/8,
3/8
4-112
4-1/8
3-3/4
3-3,18
3
2-5/8
2-1114
1-7/8
5
4-112
4
-112-112
3
2
7. 1 2"
6-7/8
6-1/4
5-5/8
5
4-3/8
3-N4
3 -1 O'S
1
12
11
10
9
8
7
6
5
13-1 M
12-112
11-1/4
-2
A."
1/4
.6
Re
1.00
0.93
0.86
0.79
0.71
0.64
0,57
0.50
The fol I 0VV'i n g a pprova I s an d listings are fc, r ref roe iC e purposes. 7h est s h o u I d be
reviewed by the design professional responsible ror the product installation to
v_�
en approved pproved base materials, sizes, and compliancp_,�Aiith local codes,
IC130 ES Evaluation Report No. 5225
COLA Research Report No. 24960
SBI Report No. 9943
Factory M curl Research C orp orat io n 1. 1. 1 K BA3. AH
Undep,'fit ers Laboratories File No. EX 1289 (N)
Metro -Dade pending
Federal SpeciftatJon
Meets the proof load requirernents of FF -S. -325C,
Group 11, Type 3, Class 3 (sup rced )
CARBON STEEL HEX HIENO POWER -BOLT
Carbon steel expansion anchors shall be a pre -assembled heaq duty sleeve
50e, self -undercutting anchor with a Grade 5 hex hPlad internal bolt, The
anchors shall have a nylon compression ring and an expansion cone with an
oversized annular ring which expands tO UndeUlt the base rnaterial. Carbon
Steel compo ent-s shall be plated according to ASTM S pec 1 fi ca da n B 6 33 r SCI
Typo, III (Fe/Zn 5), Power -Solt anchors shall be as dimensioned and supplied by
Pours Fasteners Inc.
CARBON STEEL FLAB '�W--POVVER_96�f_--
Caron steel expansion anchors shall be � bled he dusle-eve
styi'. self-undercrating anchor with a Grade 5 flat head internal bolt. -R�e
anchors shall have El nylon compression ring and an expansion cone with an
oversized annular ring which expands to undercut the basc,,., material, Caton
steel components shall be placed according -to ASTM Specification B 633, SCI
rn lb�
Type ill Fe/7'n 5). Povier-Balt anchor -s shall be as di ensioned and supplied,
Powers FasLceners Inc.
STAINLESS-
Staii*ss steel expansion anchors shall be are -assembled heavy but sleeve
style.. self -under cUtting anchor with an internal hex head meeting the
re q u i rements of ASt M Spe c" ific ado n F 593, The anchors shall have a nyf P, n
compression ring and an expansion cone with an oversized annular ring which
expands to undercut the base material. The -steel cornpen ents shall be
i-nanufactured from TYP a 0
, e 3 03 or 304 sta 1 nless steel. Pcj),vc� r - soft t n ch rs sha it bL_
as dirnensioned and supplied by Pow,. -Ts Fasteners Inc..
CITY OF REXBURG
BUILDING lNwS,.-PECTIAN SEQUENCE
Type, of Insnections:For on-site construction from time to time the building official, upon
notificatian from the pe r m it holder -or his agent, shall make or cause to be made any necessary
inspections and shah either approve that portion of the construction as completed or shad notify
thepermit holder or his agent wherein the same fails to comply with this rode_
1. LAYOUT: Lot corners staked, staking in place dor building, prior to excavation:
2_ FOOTING: Commonly mace after -doles or piers are set or trenches or basement
areas are excavated. Forms and horizontal reinforcing tied in place,
vertical reinforcing cit and on job site or tied in place.
3. FOUNDATION INSPECTION:
The f oundation insoection shah included excavations for thickened slabs
intended for the su,oport of fearing wars, parlitions, structural supports, or
equipment and special requirements for wood foundations. All forms and
reinforcina steel, eta., shah be in place.
4,. PLUMBING, MECHANICAL ASID ELECTRICAL:
Rough insnection: Commonly made prior to covering or concealment,
before fixtures are set, and prior to framing inspection.
5. TRUSS INSPECTION:
ea Insr)ections of trusses.
6. FRAME INSPECTION-
Commonly
made after the roof, all framing, firestopping, draftstopping and
bracing are in place and after the plumbing, mechanical and efectrical
rough inspections ars approved. (Electrical inspection performed through
Stade of Idaho Electrical Bureau)
7. LATH AND/OR WALLBOARD INSPECTION:
Commonly made after all lathing and/or wallboard interior is in place, but
- before any plaster is applied, or before wallboard joints and fasteners are
taped and finished.
8. FINAL PLUMBING AND HEATING INSPECTION:
01
10.
12.
All systems in place, fixtures set, ready for occupancy
SIDEWALK INSPECTIONS.-
After
forms are set, prior toplacing
FINAL INSPECTION.-
Commonly
made after the building
OCCUPANCY PERMIT:
con Crefe__._
is completed and reedy for occu
issued when, on final inspection., building is ready to occupy.
UTHER INSPECTIONS
I
panty .
In addition to the caped inspections move, the building department may
make or require any other inspections to ascertain compliance with this
code and other IaWs enforced by the building department-
INSPECTION
CARD
The permit holder or his agent shah post the inSDeCtion record on the job site in an accessible
and conspicuous place to allow the bi,iilding official to make the required entries. The record
shad be maintained by the permit holder until the. final inspection has been made and approved.
I have rasa the above antl vui11 comply in my requests for inspections by giving 24 HOUR
NOTICE prior for inspections to be made.
Electrical: 524-3767 Building: 359-3020 ex 326 or 313
Plumbing: 359-3Q20 ex 326 or 313 or 359-3034
S b
ignature.,".
In
Date,%....
N6
3. .5
f .
;