HomeMy WebLinkAboutENGINEERING CALCS & DOCS - 98-00035 - Birch Plaza - New ApartmentsBUTLER ENGINEERING
CIVIL ENGINEERS &LAND SURVEYORS
224 SO UTH S TATE
SHELLE Y IDA 110 832
74
(208) 357-3898
Engineeriyxg G`alculatians
for
Rexburg Student Hausrfig
Birch Plaza H
Rexburg, Idaho
R�,er to drawrngs far
Birch Plaza H Wdrnens Hozising
v
236 S. 100 West
Rexburg, Idaho
���.tD PNOFFsso
<r
k ,N'
435
7
e
qr
a
1.
Occupancy:
Constructifflo][1.0
Location,-
ATIO.
BUTLER ENGINEERING
CIVIL ENGINEERS & LAND SURVEYORS
THS TA TL,"
T,LLE; LDAJJ0 83274
(208) 357-3898
R- 1
Type V- Nin -gated
Rexburg, Idaho
Designed m" accordance to 199
II GOADS
Roof Snow Load.
Roof Dead Load:
Flo -or Live Load,
Floor Diad Load,-
Wind:
Earthquake:
Soil Bea -ring
mform
45 psf
12 Psf
40 Psf
10 Psf
ll:lld:tllll
Code
Rexburg, Idaho
UBC 94'Table 16-A
80 mph, Exposure C
Wind Stagnation pressure 16.4 p sf
0 - IS feet, Ce -1.06
15-20 feet,
20-25 feet,
25-30 feet,
Cc--zz 1. 13
Ce= 1. 19
C e--- 1. 2 3
SeiR1,111c, Zane 2B
15 00 P sf (No soil tests were made)
a 4
SEISMIC COEFFICIENT
UBC 94'Secton 1628
(Pg. 2-16 to 2-20)
C . : =.02 coefficient Z :-.2 seismic _zone factor
t Table 16-1�
hn ' = 39 building height I ; = 1.00 importance _factor
si#e coefficient Table -16 --K
'�'able 16 - J R W,-- +6 coefficient
Table -16 -1V - P
3
:- C thhn
C - 1.25-S
2
T3
(EQ -28 - 3)
(EQ_28 - 2)
V _ &LC
c R
W
V C = 0.091
T = 0.312
if.3..3,
C)
(EQ -28- i) Seismic accelera tion caeffcient for this
structure type and location.
Lateral force=VaW
W=Structure Dead Load + Permanent Equipment + Snow Load
W=Floor Area x 10 psf
Roof Area x 12 psf
Snow = Roof Area x 45 psf x (Range 1 to .25)
/Lott (�'eory e l�e�rsmjOP7
wev�C, A
/- 69 f
60e. t
609 a..
IG_
JPA
u 9�f
4 -310 41
0 0
4.5 3z0
,e,, ii /,I/ ? 44:s
e I I
oil f s I
Z
fJh 0. IyL e �ui�i�i
i
40
�'Y1
to, r� s
40,)
i tw "Wee
4 , ) ool�e..
I
X
�Y
izo
0010,
79
.4 96
�z a
a
WIND FORCES
Method 2
UBC 94'Sedon 1628
(Pg. 2-16 to 2-20)
Table,-.,, 16- G Table -16 - P Tablc_ 16 - K
C e'- 1.23 Roof
Ce1 := 1.06 (0- ISR)
Cel.=1.13 (15- 20ft)
Ce3:=L19 (20 - 25ft)
Ce4 =
1,23 (25- 30ti)
WALLS
CQµ,:=1.3
pwwl-ce1'Cgw'qs'I
p. -µ,w,2- C e2• C qw-q S-1
pµ,N,3: -C e3Cgµ;qSI
pN,�,�-Ce4Cgµ;qSI
Pµ,w,I =22.599 (0- 15ft)
P µ,H,2 = 24.092 (15 - 201t )
P ww3 =25371 (20- 25R)
P µ,w,4 = 26.224 (25 - 30ft)
qs := 1G.4
Wind-Stapiafion-Pressure
1116161, t
outward
Pwrl �=G�-c��.-qs-1
Pwrl = 14.12 outward
i
asp
aS.4psf —�
aLl.. I osf
i
L.) I% 4t. d7b.
p I %
T -r L& S c oc.
1�1• t � ��� � yy�i)
0.- psf a% ) . (
LIPk -Mob-
1 1 4 Ravr
S -% Al s„r.
�vl�lj�Hl1
J
yX l4xGO�
60. a 0 , � p e-0-
Li 4.1 ' j
al I
6 J, 00, Mow
qbw
I
N 1 42 -
cm cl alvs �411m., aS1e
f0� � �
/ op
AMP-* 7:5 03
ror
W---Aljhw
,� �jo 410ow
I I I I
I cl. 4F 4 n If
`' Ti j/ 35"0'op,
t
4pwoolp� t4000ll IIW050�
1► i
(000of
Ito
,'�5tV CA IA (A
' 6
�e.�e chi e.� �ec�
FICY0 r
4#
CA, ref C/
j
fop
�AK feslolels
c�, s
�1 GZr� �J"1
6� �a�URc
�u4' e�'a lr�r l yr � !" dam fir
�vl �° � / /PPI
av� ex Ge
9 �! 9 fit ,B G re.4u 1 �^�e �-r•� -e h �s
0
FA
LgMh
SIMPSON
CONNLcious
Flatten edge
of header to
match top
Mange
radios. 1
GLTVIHGLTV HEAVYOU'ryp"NGERS
HGLN
(GLTV
similar)
r
GLTV end HGLTV hangers are designed
use with laminated veneer lumber (LVQ or
,parallel strand lumber P L headers, and may
take heavy lade. The top f lar ge nails are sized
and sPecifically located to prevent degradation
f the header due to splilting of laminations.
n.
For heavy load's with a face -mount,
application, see the HGUS series`
MATERIAL: Top flange a
Stirrups -7 gauge
FINISH: Simpson gray paint
ODES: BOLA, 1C80, , 1 No. NER-443.
City of LA No. RR 25149.
ALLOWABLE LOADS: ■ For hanger heights
exceedingthe height) the allowable
load is % of the table load.
INSTALLATION: * Use e,li specified fasteners.
Verify that the header can take the required
fasteners specified in the table..
IMPORTANT NOTE
This load table addresses
hanger/header/fastener
ftitations only. JoiSt
[imitations must be
determined for
each nstaliati01L
Typical
LTV
Installation
LU J -._;J ILP � t
I
This series may be used forweld-on
applications. Minimum required weld is a
18" 21/2" fillet weld at each end of the to
flange for GLTV, and a 14" 21T fillet weld
t each end of the top flange for HGLTV.
Weld -on applications produce maximum
loads listed+ Uplift loads do not apI
to this application.
Web stiffeners are required with i -Joists
�
using this banger style.
■ Fellers and ledgers must be a minimumof
lber to guarantee the road values
given in the tables.. Thinner lumber or
laminated veneer lumber used as a nailer
m u t be evaluated by the building
,designer. The HGLTV sen -e Benet be
used with a railer.
OPTIONS; a Hot -dipped galvanized. specify H DG.
See Hanger Options, page 50.
Alit loads have been increased 330%2.p lift loads arel �� 1`I " i f
and 0��� for vend or r`il� a Fadi � ���1 11�
� n� girls.
Ari no further increase allowed, Reduce
b % and 0% for normal loading such
as in cantilever construction.
HOW TO 13 Select the joist size required
USE THE. Match the lead required
TABLE: the �Ilele fed tele.
3. Select a hanger mode
that meets or exceeds the
load rewired*
4. See tables on pages 10-14 for hanger capacities with
F �' h
other fastener tener and/or header combinations.
T P S ' is a registered trademark of Illinois T .
. if header is multiple plies of 13/4"" PSL
allowable loadis lesser of load Sted
or 6000 lbs.
a
C
Z
CL
ME
0
LU
0
cc
T_
C"
0
X
Lx�
f
co
0
SIMPSON
ron3i
ONNEM095
60
N
H1 \o
H
me
10
1
(15-2 similar)
,6or
05 r
'I
��` rr
/8
:a4rl
a
e
H4
U.S. Patent
41714,372
61/4
4Ii
M
4 0
ro IL;
H10r
(H10R Impar)
W5. Pate rets 4,291 1
49480,941; Canada Paten
1,193,418; other
Patent Pending
Hi
p_11/2 or 11/2or
41,4
H
U.S. Patent
4714,372
xSEISMICAND
NIIRRiC'AIYE TIES
NEW! The H 11 Z attaches a 3x rafter or ceilinjoist o top
plates. Formod in -Maxfor extra corrosion resistance.
The H connector series provides wird and8eismic ties for
trusses and rafters.
10 and H d OR provide uplift and lateral load resistance
parallel and perpendicular to the top ,plates_ Oplional iti
angle nailing connects shear blocking to rafter. Slot allows
field -bending; bend one time only.
The H 10-2 attaches a 2 -ply rafte r o r a rafter a-nd ceilin
joist to the top plates. The H IS attaches over the heel of the
rafter or truss directly to the stud below, at pitches from 0.1
t 7:12.
MATERIAL: See table
FINISH: Galvanized; H11 ?-IMAX. ether models available in
stainless steel or -i AX; see Corrosion-Resi tante.
p
INSTALLATION:. 0 Use all specified fasteners. See General
Jot.
• The H1 can be installed vilth flanges facing a-ut rds
(reverse of illustration 4tl ). When installed inside a
wall, a birdsmouth cut is required.
• H . s H31 H4, and H5 ties are slipped in equal
quantities of separate rights and lefts.
■ Bead the H7 over the top of the truss. Install a
Minimum of four 8d nails Into the truss, including
two into the side -of the truss,
• Hurricane Ties do not replace solidi blocking.
DES: BOLA, ICED, SBC01 Nos. I E -422, NER-393,
ICER -499; Dade County, FL bio. 9 6-0719.104 City of
L.A. No. RR 24818 (except H11).
525
UP111 T
Load Mth
8d 1 j"r
Nail
(133 & 16.0
1. Load$ have been increased % and % for earth. 3. Allowable uplift load for the H4 stud to boUorn
quake or wind loading, nofurther incfease allowed, plate Inst ll fi r7 is 315 lbs: 400 Jbs for H2.5.
llowabl e loads ale for one an chor. A minim.urn 4_ When cross -g cross-grain bending or cross rain tension
rafter thick ne ss of 2 12Afmust be used when framing cannot be avoided
. , mechanical reinforcement
anchors are installed an each s' f
� the joist and to reit all such forces should be considered.
on the same side of the plate,
r'
�..
CA
11
-MAX Triple=
Zinc Coated
KA
•'. �I�-•
1
IF
r �
tGW247 .0
■
n
V7
Truss
Al
p 'rleiType
-o
8L FINK
v
t
,9
1
I
r �
S6=
G
4■
74-9
a
it NuTak Industries Inc, Nion jun -A-4-49-1Q-07 0
374-11 45-5.0 -t
� f
P i It
6xg 3ke = 4x8 = 3xs- 3x6 � 44 3x6= 4 x 4,\\
'1 ;_ I !I�H�I�N.rI 16-3-15 * T h i 39-5-0 4
1 8-9- 8-9-2
Rate Offsets i
+
LOADING
TCLL
(psi)
30.0
SPACING
Plates Increase
LOADING
TCLL
(psi)
30.0
SPACING
Plates Increase
2-0-0
1-15
CZ11
TC 0.99
DEFL (in) Voc) Vden
PLATES GRIP
TOOL
7,0
Lumberincrease it r se
.1 �
BC 0.89BML
Vie rt(LL) -0-24 Q -S X999M20
' L 1 :o, 999
149111
-0.0
Rep Stress Incr
YES
WS 0.82
HOMUL) 0.11 M rtle
UBVIC150
Mn Length I LL def a 360
ht: 203 ib
LUMBER
BRACING
No. I Mi
BOTCHORD Rigid Willing �• applied or " on amtr bracing,
.F
r��`l_r
pt
W3 at I f3 pts
D -T
REACT RON 9 (IbIs lze 7410- , Tz 1841/0-5. 8
FORCES b
TOP FiD - B-
* C.D=71 m- `oE-F=-2596,
I r =
BOT CHORD T= , -T 494, R.Sz23083 =2305# P4:)=16551 C)4;'=15:98 --N-00698, ,Jy
3496
NOTE
1 his truss has been checked for unbalance l��kriti,
All r � ia led,
This tri has been designed for a i0.0 f bottom chc-rid live fwd roilo urren M -arty other Vve
LOAD CASE($) Standard
0
+
JUN 13 1957
1 � -
5
A wAmNG. ,&, .
pa andREAD N07ES 01V THISAND ARSE j '
� Y' w DO W On PY Ww pafam*tura shown, an Ir rhinal
MSPONU[fty of bu11ffing - nQ1 IYU&S des Ig ne rr Sradnq g� 15 for WerW Suppon 0j.WWMdLW
M*mbers only. ASI temporary b,Wng to ire Smoky during c0
itrof Sw � ,I'
PlKmar*nt erg of th a overWl ofru tura Is Rv rasp nBbWl Of t he buQd ng deatner.
err cs�a n , quality tr, storage, d�I hvery, orWit' � r � For ne���
nO 0 130h%sd� 53719 -QuWtty SUWXJWd, DS" Bracing Bill
O'k W U%* , Inc.,
0
YVA C C :Q n nTYfi tic /&.MY 11A%
S 1 1 997 l ■
!S
'
t'
_f_
B
G0297el243
INSULgTED MASONRY
SHB AGRA,,,, INC.
�
Eiiginrir�y �'r Envimnmontalservices
INSULATED MASONRY SYSTEM INC.
7234. -EAST SHOEMAN LANE
SCOTTSDALE, ARIZONA 85251
NOMINAL BLOCK SIZE ,SX$y,I,§
BLOCK TYPE IMSI
BLOCK COLOR NA�ji
A4SoT*M* C-140-91
COMPRESSIVE STRENGTH, F . S . T .
"—' AVERAGE
SAMPLE
mm
1766
1767
7768
".2M;o
ABS4RPTI6N
19.48
AVERAGE MEASUREMENTS
LENGTH 16. 0
WIDTH 7,_9
HEIGTH Z* 9
{INCHES}
FACE SHELL 1.4
WEB 1. 3
REXARKS UNTTS TESTED MEET
24.406 24,4Q7
2, 86Q
UNIT WEIGHT
PAGE
737 East Glendale Avenue
Sparks, Nevada
U.S.A. 99431
Phone: 702-331-2375
F8X'-P'7o2-w3314153
SLTaMISSION DATE 2-16-93
FILE N0. T92-2729
PROSECT QUALITY CONTIZO
suapLzER IMS1
DATE CAST
DATE SAMPLED 2-3-93 BY
12 g C 9- F. (DRY.)
100.71
99.f9
100 r V6
100. 35
02
A_S.mir �'�?.,�I, C-826-70 (.19001
.oat
.039
.036
gm040
55.34
SOURCE OF UNIT PLANT STOCKPILE
AGGREGATE TYPE UTE—LITE
PALLETS HARKED
OF UBC9T TONS
- ,�„.�r
i rues
Al2-97 GE
F
t
a.
flY�yps
08L. FIN
22-8-8
i
F • •
4.0017T
r
i s
3X6
45
0
1
s pr
exDur8
r
i dun 1 t�
7
ti
45-5-0
s-1-12
5Xe
12
14
17 3xU6. .
18110
23
v-24 Id
-7 111111011
46 45 44 43 42440 310 38 37 36 35 34 33 3ZI 30 29 28 276 25 �
3x56x6.- 3x6=
39-3-4 45-5-0
r
6-1-L DADING (pso SPACING 2-0-0 CS1 DEFL (in) Voc) Vdefi PLATES GRIP
12 30.0 Plates Increase 1.1 TC 0.59 art LL
• 1491110
WODL . Lumber Increase 1.15 Vert L / W
n1a
L 0.0 Rep Stress Ir YES WB 0.43 How L 0.00
ADL ade UBC/ICBO (Matn'x) Min Length I LL den 999
Weight: 212 1
IBE
BRACING
P CHORD 2 X 4 SPF No, -2 TOP CHORD' Shea .
EDTCHORD 2X4DFNo.1&Btr*ExrePt* BOTCHORD Rigid oeiting directly applied crO-6-126n1centerbracIng.
No,2, 31-36 X 4 SPF No,2
IEBS 2 X 4 DFStud/SW
A 4 UF Stud/Std
T1 lb/size) 41=5/37-&0,31=3/37."o36=433137.5a =185/3715 3,8=1
39:!170/37-5-05 40=164/3"j"'.5.01 =16 '137- -Oo 43=166137-5-0j
-6-04
4 -1 34/3 # 1 =292/ # - t 35=185/37-5-0t, 34=162137-5-05 30W 1 0137;
32=165/37-54,30=16W7-5-0, 29=161/37 -5 -
Max H -3 (load case 1)
Max 1MA (Iocase , =-(lod case 3,_-1 73fad case 4)
Max G rav 41=1 4(load case , 31=1 3(to d case , 36=433(load ca se 1), 37 =1 load case 1)
I =164 f a case , --m-1 loa case 1), 40 164(load case , 2=1 1 load
Casa 3 r 4 3=166lad Case: 1). 44=3I case , =I case
=5 (load case , 35=1880oad case , 34=1 ( load case 4),33=1i6'0aad case
1 w 32=1 l d case , O=1 69(load case , = 16 1 (load case 1
ORCE�$ (1b) 0
OPCHORD 1-2=502, 2-3=472t 3-4=481 c37115-6=479,6-7=480, = --
479,
10-11=481, 1 w1 , 1 - 3 76, 3-14=481 � 14-15=4799 1546=480 16-17=4794
17-18=479P 1 .&1 =480, 19-20=437, +1� - =460, 1-�=385, 22-23=492?23-24=503
OT CHORD 1-46�-333 �= ,5=0434 4= 4243 1 = p- =_ 1 36- 7= 'y 35-36=_,k35----01 3334= , - z , 1- �- 30-31=
7=0, 25-2&=-433, 242533
17t 44o 1335- - 1651 1 -34 1, 15-33--1 49t 16-32=1 48,
- do 1481 18-29=W148, 20-28=451, 214-27=150; 23-25-1 19 22-26=-376
U981641
Y
OTES
I ThIs truss has nh d�f r nal . loading co .
i n Standard i
rhe 20 plates unless otr Indicated,
JUN 13 199
Ism.'
ral
A wA RmNG . vi,* -�i .
&Wlink
Orme amd READ NQS ON 7Ws A
Das�n Valld for use only with M 'connech". TN# design �6 ba God oNy upon par"Nn shown, VW, Ig jor &n kxWduaj
tel• APPIOWARY or On�kiio perameters ar)d proper
1
''r° t Ouss d0,qjqng,1-_80.0Bravinv vhown hs, for Leto ral sib# of Ind Mdtm j wob
merrbGra only. Addiflonal ter racy bing to Insweslablity dming mrlsinxiion 10 ft reWOMAWRY Of Ow e
Pemiamnt bradng of O"r&Ji fro
owl gu.kroe nnprdN
tab r1b on, quad Ity GmW , st hr , ''i, of b rad n g, oonouft
ft�le !r1#f#F Ind user Inc.
EZOOR 'n ourcyYX ILL
682h
�Q 77e Qn7 vva o *Oft rITTT
I
1
I �
#� #
0 rygg
•02-97 Al GE
truss iYpe
DBL. FINK
Y
•
i i eKinaustnes, in --c-.
ri
U981541
N TES
4 Af! plates are I . 64 M20 c€nless otherwise indicted.
5 Gable suds Spaced at 24-0 on center.
fi For studs exposed to wind,, see Mi7ek "Standard Gable End Detai4"
7 Th Is tress hag been desig nod far a 10.fl p s f bott:m chord iWe load nanconcuRent with ars other lige [cads
U 13C.94.
8 Provide mechanical connection (by others) of tniss to beadwelate capable o[ wi#hstarydin$ 91b upflit ai��int �, 95 �b �p� 8a ble N o. I �10rpt 45 X73 lb
uplift at joint 4�� Sl4 �b uplift a# �olnt Z7 ar�d 8 !h ��fi� at joint �,
L AD CASEIS) Standard"
r,
.OF;4�1)6
ip
I
ko
J�iN 13 1997
Sd%- �jjp.�
A WAIWVVG - Ver6 &sj MrOmetm ond PS -AD N0TES ON.Th7SAND REVERSE SrDE BEFORE USF
o, TNs design is twwj Wn
bui ding,, � t ' tall ' ded �fs�n m+ to Is fof an IrdMdual
componeM is MPOftblfty 01 WICIngdesignerto nd .
rr r r f . �+ tii'ti ori I r t r r. Ur s Igo for lateral M f WKN dUW web
bracing to ion of
Insure AaNllty durkV constucUM is
pwmarient bradng of Ow vmraU sbuctwO IS ft maporiaNRy of he building
Dim[ ftf , ill#, .�t, , I�+�r�p e �n , and 1 �t "�' . �r � ��
�1� I-fI I Hand t���lr fi n ��� � r w DragAng
� � ��I�I � fry �� � �e
63719 a bWustr4s.
0
4�ON42'
r
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or
A
CHAPTER 2
DEFINITIONS
2.1 Definitions dor this ordinance.
For the purpose of this Ordinance, the fallowing words
r phraseia shall have the meaning respectively ascribed
to them herein.
Abandonment. To cease discontinue use act zi
without intent to resume but excluding temporary or short-
term interruptions to a useactivity ire perion.s of
remodeling, maintaining r or otherwise Lmprovi-ng a f a l
or during periods of vacation or seasonal closure
Accessory structure subordinate structure from
but located on the same lot as the principal structure, the
use of which is incidental and accessory to that of the
print opal structure
Accessory use.
s, a principal
use incidental
use .
, and on the same parcel
Apiculture. The use of land for agricultural purposes,
3.ncluding crop f arming but excluding the raising of
livestock, poultry, and dairy animals
amusement a buildi
• ng or part of a buildlLng
•._�-nom eT•I een�u — - -
five more pinball machines, video games, or other simiLlar
player -oriented amusement devices are maintained.
Autcmobile wreckiag.,yard. see junk yard.
I��•l•!"•Y�i'• I 17T��i W
Bed and breakfast n . An owner -occupied l n that
contains no more than three guest rooms were lodging, with
or without meals, '.s provided on a daily rate basis.
Board. house. l i that is the primary res1 c of
the owner and in which rooms are provided on a weekly or
monthly basis by the owner, for compensation to three or more
but less than twenty adult persons not related by blocd,
marriage, or adoption to the owner
Buffer area. A landscaped area intended to separateand
partially obstruct the view of two adjacent land uses or
properties from cne another,
Building. line. The line, parallel t the street, that passes
through the point of the principal building nearest the front
lot line. The building line measured from the drip Il f
4 .a
the bu3L1ding1.
Campground.
An area or tract o
land on which accommodations
0
y
,e
r �
e •tea .
f
_ F t
e � #
d � e
�-�.sca•1+4 e
4 , OT. C> �,, -T 5
T }
lk
4
1L
S+4 gL ,, lo
�• iR 4a'�+etiHi. r' ,
• } �r
a
-, �
, e- - rs r
i
i+.
T }
lk
4
1L
S+4 gL ,, lo
�• iR 4a'�+etiHi. r' ,
1. • 171.Q.C44-
op 4 -t
10
P
141
Z: T...: I
d—L—
dL 6
1 t.
1p
rLL
a
F.
,IF-
• , ,iL . y ,v , I,�q:.+tr w . "�`�,__..6 _r , : . y,t, , r.+a.-ni s .. _ ..
THE GOOD SERVICE PEOPLE
INTER OUNT I DISTR ICT
¢SIT"ipa - 1900 Norte th t. - : 1
() 467-5731 (208) 342-5555
I ah Fails - 255 East r�de$-S FI t- - 83401
(208) 523-3220
206-dorth Main iI 3201
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