HomeMy WebLinkAbout1984-Building #84-8-5-B CITY OF
G s osh WISCONSIN
- III !i Eli.,
Oct. 11, 1984
LPNND Inc., Architects
N6W23633 Bluemound Road
Waukesha, WI 53186
Attn: Mr. Henry Bahr
Dear Mr. Bahr:
New storage garage
Wisconsin Axle Credit Union, owner
250 N. Sawyer St.
File #84 -8 -5 -B
Building plans have been reviewed by this office for compliance with important
code requirements. The drawings are stamped "Construction may proceed ". All
items that are required to be changed by this letter must be corrected before
commencing that part of the work. This approval is not a Building Permit.
Necessary city permits must be secured before commencing work.
You are hereby advised that the owner, as defined in Chapter 101.01(i) of the
Wisconsin State Statutes, is responsible for all code requirements not specifically
cited herein. Code requirements are set forth in Chapters 50 through 64 of the rules
of the Department of Industry, Labor and Human Relations.
The building will be inspected during construction and a final inspection will be made
after completion to insure complete compliance with city and state codes.
The architect, professional engineer, builder or owner shall keep at the building,
as evidence of approval, one set of plans bearing the stamp of approval.
ILHR 63 Any future changes of occupancy or use which increases energy consumption
will not be permitted unless this building is made to comply with the requirements
of Chapter ILHR 63.
Sincerely,
EDWARD L. REIMER
Chief Building Inspector
ELR:mr
cc: Wisconsin Axle Credit Union
Fire Department
CITY HALL • 215 CHURCH AVENUE • P. 0. BOX 1130 • OSHKOSH, WISCONSIN 54902
Safety & Buildings Division PLANS APPROVAL APPLICATION E- 9-- 1 J7O
201 E. Washington Ave. Department of =
P.O. Box 7969 INDUSTRY, LABOR AND HUMAN RELATIONS PLAN NO. -'� �!;
Madison, WI 53707 5 S _b
INSTRUCTIONS: Fill in all applicable data. Submittal of Plan Approval Application form is required with each plan submittal. Examination and
inspection fees, as indicated on back of form, are required to be submitted with a minimum of four sets of plans. Data required on plans is described
in code section Ind. 50.12.
Codes can be purchased from the Department of Administration, Document Sales, 202 S. Thornton Ave., Madison, 53702
Name of Owner Buildin Occupancy or Use Designer or Design firm of I LDG ❑HVAC
/LSCor�J►44 � afartT (Aim . t. L. f t.iNI0 i446 . Actc,A(71. i
ompany Tenant Name, if any Street & No.
N W 16;3 3 ftoeta0040 tD,
Street & No. Building location, Street & No. City State & Zip
2,S a 1\ sr v�lY s Z r, J t�2 .1 7 WAux s N - A - i WI. , 5
City / r`( t ` Staate& Zip ity County Phone _d `' c �
OS ftKO i irE 1 ,'f I. ' J O Town ❑ o`� 1 t'l(h{1 i r�
EW6, j4 " ,� 'T"! cOco C� (= '
Previous Owner, if any Return Plans to ❑Owner I Sesigner ❑ Other tk ETIQ rie
.THI5 APPLICATION IS FOR: Type of Construction (Ind 51.03) ❑ Sprinkler System Provided FOR OFFICE USE ONLY
. Building Plan Approval ❑ Fire Resistive —Type A #1 ❑ Fire Alarm Provided
❑ HVAC Plan Approval ❑ Fire Resistive —Type B #2 ❑ Other Detection System Provided Amt. Rec'd.
❑ Other ❑ Metal Frame Protected #3 ❑ Emergency Power Provided
PL S FOR: ❑ Heavy Timber #4 Mechanical Information:
New Building ❑ Exterior Masonry #5A Type of Heating 4n', Rept. No.
❑ Addition ❑ Exterior Masonry #5B
❑ Alteration ❑ Metal Frame Unprotected #6 DETERMINATION OF FEES
❑ Revision to previously approved plansood Frame Protected #7 (See back of form)
❑ Structural ood Frame Unprotected #8 ' Area Height Volume
❑ Footing & Foundation SOIL BEARINGS C ACITY 1 �y
❑ Other Method used rifled O X ' Z �O = V 0i:TO cu. ft.
Check one: ❑Presumptive
✓'j X = cu.ft.
>
Value used: 00 0 PSF Total Volume or
Total Area of Alteration =
COMPONENTS INCLUDED WITH THIS SUBMITTAL To Tot Vol. /1000 (Building) Minimum Fee $75.00
NOTE: Must be submitted by building designer 0)00 y x 1.10 d r � b = $ '?s"°'
Designer Name Reg. No. Total Vol. /1000 (HVAC) Minimum Fee $70.00
METAL X .81
$
BUILDING Supplier Alt. Area Minimum Fee $70.00
I X .02 = $
Designer Name Reg. No.
TRUSSES ❑Structural ❑Exhaust [Illumination
on
❑Ftg & Found ❑Revisi
Supplier $
Kicb4c0 yrkoc ❑ PRIORITY PLAN REVIEW.
Designer Name I Reg. No. FEE IS EQUAL TO THE TOTAL PLAN
PRECAST EXAMINATION FEES ABOVE. $
CONCRETE Supplier ❑ Permit to start $81.00
$
Designer Name 1 Reg. No. PUBLIC RECORDS: l spection Fee
LAMINATED
WOOD Supplier This p /an, and related documents, may be c2
subject to public inspection and copying, $ 1 r ��
Designer Name l Reg. No. See Ind. 69.09(8) for additional informa- Total
OTHER L
(SPECIFY) Supplier tion regarding public records.
DESIGN AND SUPERVISION (Ind. 50.07- 50.10) Wisconsin Registered Professional required for buildings, containing more than 50,000 cu.ft.,
total volume. This project has been prepared under my supervision. Individual components, submitted herein, may have been designed and sealed
by others. I have reviewed those component documents for conformance with the general design concept. I have relied on the seal of the component
designers for compliance with codes as they apply to their design.
If this submittal includes building, or building components, the designer and supervising professional below must be that of the building. If submittal
is for HVAC, only, blocks below may be completed by HVAC designer and supervisor.
Name of ❑ BLDG ❑ HVAC Designer Type or Print Reg. No. Signature of ❑ BLDG ❑ HVAC Designer Date
Plans for buildings over 50,000 cu. ft. will not be approved until the name of the supervising professional is known and the signature provided below.
Name of Supervising Professional (Type or Print) Reg. No. Address
Signature of Supervising Professional Date
DiLHRS8 -118 (R. 9/83)
ABBREVIATED FEE SCHEDULE
Ind 69.09 Buildings, structures, heating and ventilating. (1) Plan (g)Stadia, grandstands and bleachers .. $19 per 1000 seats
examination. Fees for the examination and approval of all plans sub- or fraction of 1000 seats.
mined in accordance with the requirements of chapters Ind 50 -64 Minimum Fee - $49.
will be determined in accordance with the following schedules. (h) Industrial exhaust systems for dusts, fumes, vapors and gases
(government owned only) $49 per plan.
(a) Building, heating and ventilating. Fees for the examination (i) Spray booth plans (governmentowned only) $49 per plan.
and approval of all building and heating and ventilating plans will be (j) Structural Plans. The fees for the examination and approval of
computed on the basis of the total volume of the building and at the structural plans shall be determined in accordance with Table 69.09.
following rates: Trusses, precast concrete, laminated wood beams, and other structural
elements when submitted separately and not included with general
Total Volume Building Heat & Vent Illumination building plans shall comply with this paragraph.
Plans Plans Plans
TABLE 69.09
0- 1,000,000 $1.10 per 1000 $0.81 per 1000 $16.00 with Structural Element
cubic feet. cubic feet. bldg. or htg. and One Structural Two or More Individual
ventilating plans Element Structural Elements
Minimum fee- Minimum fee- One Building $32 $49
$75.00 per plan. $70.00 per plan. -
Two or More Buildings /Same
Over 1,000,000 $1103 plus $811 plus $49.00 when Site /Submitted Simultaneously $49 $59
cubic feet $.81 /per 1000 $.49 /per 1000 submitted _
cubic feet in cubic feet in separate.
excess of excess of (k) Miscellaneous Plans. Miscellaneous plans such as canopies, a
1,000,000 1,000,000 building's structure for "fast track" construction, and approval
cubic feet cubic feet requests for structures cited in s. Ind 50.12 (1) (a) 1, Wis. Adm. Code
$70 per plan.
1. Exceptions. (3) Inspection Fees. Field inspection fees shall be submitted for
each building or structure in accordance with the following schedules:
a. Warehouses. The fees for plan examination and approval of
warehouses shall be determined in accordance with Ind 69.09 (I) (a) (a)Genera/ building, heating and ventilating inspection fees. When
except that the fee may be reduced by 30 %. Minimum fee - $75.00. plans for the building and the heating and ventilating system are sub-
mitted together, inspection fees shall be determined in accordance
b. Replacement of heating equipment. The replacement of a boiler with the following:
or furnace in an existing heating system with no alterations to the New Building construction Fee
heating system requires no fee. See Ind 69.03 (5) for registration fee Up to 25,000 $ 75.00
for boilers and pressure vessels. 25,001 to 50,000 $108.00
50,001 100,000
(b) Permit to start $81.00 per permit. 100,001 to $156.00
500,000 $194.00
$194.00
500,001 to 1,000,000 $243.00
(c) Building Alterations. The examination fees for alteration plans 1,000,001 to 2,000,000 $346.00
of existing buildings and structures undergoing remodeling shall be 2,000,001 to 4,000,000 $545.00 * Over Over 4,000,000 $816.00 *
computed on the basis of two cents per gross square feet of the floor *Building with no interior partitions (e.g., factory, ware -
areas, roof areas and external wall surface undergoing remodeling. house) maximum $346.
The minimum fee shall be $70.
(b) Heating and ventilating inspection fees. Heating and ventilating
inspection fee, when plans are submitted separately from building
1. The fee specified in par. (c), shall be based on the actual gross plans $70.00.
square footage of the area being remodeled. When the remodeling of
an individual building element affects the compliance of the code for (c) Inspection Fees for.Alterationsto Existing Buildings. Inspection
the entire area, the examination fee shall be computed on the basis of fees for alterations to existing buildings shall be determined in accor-
the total square footage of the affected area. dance with the following:
Alteration (Gross Area in Scf. Ft.) Fee
2. Where the total plan examination calculated under par. (c) Up to 2,500 $ 65
exceeds that determined under par. (a), the examination fee may be 2,501 to 5,000 $ 97
determined under the requirements specified in par. (a). 5,001 to 10,000 $141
10,001 to 50,000 $178
3. Where heating, ventilating and air conditioning alterations are 50,001 to 100,000 ' $222
submitted with the building alteration plans, no separate examination 100,001 to 200,000 $324*
fee shall be required for the heating, ventilating and air conditioning 200,001 to 400,000 $503*
plan remodeling. Over 400,000 $757*
*Building with no interior partitions (e.g., factory, ware -
4. Where heating, ventilating and air conditioning alteration plans house maximum $324.
are submitted separately from the building alteration plans, the (d) Miscellaneous Inspection Fees. Miscellaneous inspection fees
examination fees shall be computed on the basis of $ 3.24 per include inspections for fire escapes, stadia and grandstands, exhaust
$1,000 cost of the remodeling. The minimum fee shall be $70. systems, spray booths, revisions to previously examined plans and
other structures for which plan submission is required $70.
(d) Revisions. Revisions to previously examined plans $65
per plan. This paragraph applies when plans are revised for reasons (7) Priority Plan Approval. An appointment io and approval may be of plans a i le the
other than those that were requested by the department.
department to facilitate the examination and approval of ps in less
than the normal processing time. The plans shall comply with the
(e) Footing and foundation plans submitted provisions of s. Ind 50.12. The fee for this type of plan examination
separately $108 per plan. shall be determined at twice the normal rate based on the appropriate
(f) Fire escapes $ 49 per plan. category of plan under this section.
TRANSMITTAL SHEET
DATE: 15iz/p
TO: ...644.,_or_____cr:201.4e01
ATTN: Pea'WE-
JOB: lA1k7U)66it\ t(«
. G cell(
i
We are enclosing �Y copies of - (ill !_� L� l•ST'
LA/ CJT I 6/LeAti6
Approved
•• Approved as noted
Approved as noted - please resubmit
Not approved - please resubmit
For your approval
2 . 1 Ljor your records
REMARKS:
Yours truly,
I I.. .L.d.' I
ILIAD
LAMBERT ■ PETERMAN • ■ NAIRN ■ DVORAK • ■ INC.
I gke ARCHECS ■ R MAN AGERS
OFFICES ■MILWAUKEE ITT • MADISON WISCONSIN UCTION ■ JUPI FLORIDA
• N6 W23633 BLUEMOUND RD. WAUKESHA, WI 53186 PH. 414 -544 -6686
. • . .
V .N,i1 - 1 - oF
000E ENFORCEMENT DIN.ION
ROOM 205 CITY HALL
OSHKa7:11-1. vViSCONSIN 54:'0 °
1 :' ,.'., 1
8/28/84
RICHCO STRUCTURES G.B. SHELTER ENGINEERING INC.
STEP DOWN HIP INSTRUCTION SHEET CUSTOMER: WISC. AXLE
ORDER#:
•
FT-IN-16
SPAN: 32- 0- 0 3.50/12
i
yvVo 5 G
_ caw 0 N
I / \
.'
././.
/
:-/
P1( ' ,-)%
1 " - 3
1 PV,05(coll j
o
[ -1-- — ' .W • - T
0 !I
' Z — PLY
I 1)
, W
I f
0 1
I I I
03
/ ■
— .
‘ / 1
../ ta 1
021 i
61
I ,
0 1
I i
— 0 1 /
I I
ii 1 I
0
I
18— 8— CI
•
I , g -
=. z
m ' D
C
rain 1■y
O
0 In O
OD N ` s Off/
1-1
o
.J yOj n N /� WM
a c C Q
., E Z
N
CC
1~y) .' h p .U.
Z u =
Z
t133kj9.,. 1 O
0
NI
M1 j in 1 N N• z
m m S V -� -4 m � Q � � : a M Cr
�: a i s cr+ -'
t i
N • 1 1 . ; U.- Z O 0 Z 1\ : W M
1\1 a • . °o o '+ VA %. a W N ' OWE .o 1 la > JV) win.
t. 1/1 r r �/ •• ' 1 �• QQ N ICE z^ r.
t..)( 1 1 - - -• T P V) o ou s ‘1
OX
gala
' , REGI =
• x
tr o�= a
a
H 1 M .ASS
= N
te �
~
i9
O . . 1 • 000 co g z
0 1- lna1. O V) In O b. o
410 22 M N .O =
S NM ' ,•,t� 111 I • • • c
.J la • 0 a.� � � 3 , y ' • , 0 0 0
o
W N . ,�• • .{Y Z A V W W r a G IA ,_
LL = O • o-. 0 (, • w m
C sc o...O •Ui W •Z � ¢° i . �
2 °c .z
•
W ONWN is • O' V N SJ 6 � ^OJ z ncnn • • W 6N u r t )7 • M 7• ' ' ♦ - 1 tJ.) • `� Q W W x , W rWWO C ozoo -o W �rZ • • ♦ yy yWW��, = Z • • . w i t •� \• C .. .. .. . J L. U Z O = J .. • O r d CC . f. +I • ••• •• • ) �, _�•'I J J 00100 'ar t,', . v
co 1 Ii•,,` Ol 0®d t e m o.. r xa0, O PP; vxu.0 W W CW J W W
CP.-•• o. • room uA. .
= .R• m zsco. C wu
.9•a7• v ac WCoW ` - UA W O Wr r
V am co
0..-.01,104 F a .. • .an o ^ o W z _ ¢ _r o.
m M.WCOmCW.0 1 WO W.
6ZUJ -.Z oz OJ
. J
ouWxm »oo-. =
..co..z uo - mwm
W u
m Cxra., ammo. •O0r CcWZ- C y
1 wW-Z= O OC-ZJr Z
• OCUO.ZTWIWCWWWW
ZO CO • rCCZWOOZCW,
W 0 = d C mr ZOU.L u .... =1- W 2 >WWZ WW-so x . N _ . mo
~¢ IC .C4 1 cW WO z OUW
061 W ...NOW CV In omsr,..z moo... _o
Z.-• > 1 PPNM C ID w xr. •.n
WO CO 2- + ---- -. WI • u 2....-.0=2.- omWx
Li I- 0 . in n rm rdf W S U ID
Z rrCWSrxcWWCZW.
. "WLxCm >NN.•
W = 0 S O..o.
W N 4# WZ W... CO c C• JEO x
OJ W
Zia N■S
0P/DNN OM -.r . 0
W W CZ 1 O.O t» a COrW .zzor..zWw.-
2 Z_ 642 2N•....+ Zx U07L ww“.= LW
r. -.60
/ ¢ u zr IUL¢..
A. 1 4- O m L W
oCOCC m
d d 1W H .. C CIL. r wows coo
0 N = N•- ■ WO COM.•rr2 - COO,. .
I••• OOM d Z CO OW.rWJ UWO
N N d F .... Z•Cd2 OQ - DOW ¢c o r¢o. - -. w i, O CZ. . -.
1 au. 120∎4•.0 W W= ZCO WCOC-a rc
Z Y Y 111 0 0) 11. Z QF MC .•r Jd.• OC m CU CP 6W
o zJ >..Wrc WWWCWC
O N W O N 02 A. d2 EOZNow.00 0 rr...
W W `2 1 •30012 WW • or-, CZWCO JW OCW
N N 0 W 20JWQ. -•W CZ w xi. . .co.Jxoz c
1- 2 2 0 J 1-z> -0 0 dO C O F . w - ... WCZJ = .. 6 N. ¢ ux
a
LA
... 0 0 N) NW W.J > »SC 22 o m xF =mom y c W o
^"
W \ 2 Ca 000416 WO so ==
.., W UZ-.r ¢u C z
N -• M .../. Q >ZNOZN WV r
ff
C L" .O ..ZUIO
W W N CO W .nx o�` . ccoo= cu
Z
Q 4411.-1 N= r J_.r¢ r o u u r + c -w.
N NC >4 X LO acs _~ • ¢mJa7 ► C o ry W w =
' N N N C C J 1• L CZ.-.WC - o W U ,x L.+W
4.14
C dXW 201 r. z L..mc• t -Cru =a
W H =►- 0 C CZ w.. .LC. US
1I
0 0 WO CJ_I r0 OOr..JCossw000r W
L C C rW 0.••J NW uw-ioc000w.¢ umrm i w
00 Z I.• OA. la W...= r a> Z L'•W.
dYOZ JNL] •L =CWGJ
M a-• 20• NW u W. o W Jz c.-auu-
w •rroc.._. -O Lw -
� CO V zON >
-czn.x ...czu
¢ c
EQ °U %'7,E )CCJrCr .tf4
. rNm¢.n Omt F; - O¢SS
r Ji�c
•
•
EJFF <iiCO1•:; CaCOLiaTj0 ;. FOR DfAU1NC; 4;M65620 .
_JOL WANE: AXLE TR -
SPAN: 32 FT 0 IN 0/ 1 6TH TRUSWAL SYSTEMS CORPORATION
4/ 0 TRIANGULAR TRUS, 1/31/84
LOA D_ ING: • 30' 25+ 5 = 60 PSF AT 5.0% SPACING: 24" 0. C. 1 PLY
BE ING SIZE LEFT 4.0", RIGHT 4.0" OVEWAN : LEFT 0' -0.0 ", RIGHT 0' -0.0"
HE_ _o. LEFT 5-- 14/16" RI.^ -.HT 5- 14/16" CANTS: LEFT j:,'-0.0", RIGHT 0'-0.0"
UNIFORM LOADS
110 PLF FROM 1 TO 5 TC
10 PLF FROM 1 TO 5 BC
fIE1 ;ER: FCF :__,_ FROM LEFT TO H il):
1 C_:~ -
_ _iri iii ._rTit.i CHL3 D I
T _.�1 REACTIONS 1,--, ' I ' i• 1= 2= t'~=-• W 1= ! t5i� J4 3 110 REACTION IOt•i 1= 1877
7 2= - 1 i 7'.i. D 2= v i i_ �•: 2= 1 1 •= Y r
- - _ s _ �: -r- - ti Jam, r•,L I l Ui`i ` 5= 1 C±�
?
"TOP CrU;D CRITICAL PANEL CALCULATIONS:
AXIAL = (P /A /FA) = 4917.1 8.25/( 1400. *1. 05) = 0.41
BENDING = (M /S /(FB- J(P /A)) = ( 7532./ 7.56/(1750.* 1. 05- =320( 4917./ 8.25)) =0.54
TOTAL CSI <= 1.00 = 0.41+ 0.54= 0.95 < =1.00
BOT CHORD CRITICAL PANEL CALCULATIONS:
AXIAL = (P /A /FA) = 4720./ 5.25/( 1250. *1. 05) = 0.69
BE'"'ING = (M /S /(FB- J(P /A)) = ( 1599./ 3.06/(2450.* 1.05 -0.00( 4720./ 5.25)) =0.20
TC L CSI <= 1.00 = 0.69+ 0.20= 0.89 <=1.00
REQUIRED MINIMIUM PLATE AREAS (SQ. IN.)
JOINT# PLATE MEM. AREA MEM. AREA (':EM. AREA MEM. AREA MEM. AREA
' 2 2 - 4 W 1 1.6 T 1.6
3 5 -5 T 2 5. 6 W 2 3. 9 W 3 3. 9 T 3 5. 6
4 2 - 4 14 4 1.6 T 1.6
5 1 1-1 1 T i6 g 16 .
6 4- 4 W 1 1.7 W 2 3.9 B 5.6
7 4-4. W 3 3.9 W 4' 1.7 B 5.6
j
t Z z
. i m (.0
0
0m
"J In
-
to
1-. ..
Q W
in m
a = v
._s '" a ° O
C.) N as •.. N X r1
cc
W Q
Z
N o . �1
MD
MI
VD
E
03
LA I
?33N/, II - o O
..� ' o .. a o
�. 0 .
1 � � ti i N Z
00 W S O r m
�� w Q •
1/1.-.1 ,
Z i W _ N • 4 ,
O ', p t * 0 W -.1 i wui..
O O ! n - C r 1,
■11 b f � 1 _
QZOO I J I I �V" • ••••.•••� CI.. U � F W Z w
QQ 11 \\ •• ,v���- N .�� X01.9 IC
< REG M.•
• a 1^==
0 CC
.n -v
IC Mao Co 0 j
c 1 000 O Q
ii r
0 U m
1- �I .0n • Mal . u
J
cal W S22 ,, .���t f /.I C • • • 0 u
L a r r � � , T , �� �i N • W
oa / ,��� ..
11 .� 1/ ##i� lh coo
l Y. 1 ��� .• •• %�i Y o 0
01 DUNK 4
Cr W NtQy �j. • 7- • = W > " _ ••.• it J O U f
u. p• U W
C � OMMm �V • W = CC • •z •. P um= o W to c.
W Or OOr • y 1-- G • J c =sumo=
m
IC chncorno orsoo • /_. +
mu d O0....n W.•.•yM
• 0 • O � • • • M SJ6 . z o . .. u¢O
¢Mm W1WW0 WZ¢J..0
su •
1011111111 , � v •• , 4 6O N t°JwdviUr U .. Z �W
N..••1110)a. �j' ••. •� �( � � N u.. • .Mr Lmd W¢ co7r
1- �� + �•QO ��, ^ u w
0CI mm m ,*� Y \ �, ....u.- au.- MW SOfOmYI
, �� � �II //111��' rS¢Jzog .... 0 S C OJ
MOoO.0 Cs r -O O Wa
MCC ¢ arW^m W¢OZZ
WW ow ^ U WZO
.01000 u¢ . r Wm¢¢
• �N'ra Ta» W
•O_ZOW • 6.-4...w. W1
(,1 U : ¢ owzoow ¢Um WLL
VV ¢ CZW 3 •••••• '
O•�Ntl)7.N.0 A ma., .¢mo mlz¢rr
rr6WWS , .+ W Z an..
m mr JMOS Cmc W_O W.-.
¢ 0 1 -1 02I N.-.2 O. J
4V.- .a0.+2 O =00m
M CSrU• OZmO.-..-.
4 M O OC..SJr •Z
F ry ZOa UZZMZWO¢¢ O
• 0 O N N zO M ° rmx:mmommm
.j 4' 0 = 0. ¢ Mr =OUSi u .11-NW
.. Zi • ...11•1Z 1•11•1-110 Km W¢
0-CL QWU 00W WO SZOULL
t1U W •••V)fD z¢
u n..z mCZrrr WO
2.,. > 1 rr1AM cc 0 =.. M•• o Zz
.. 0 F - - -w F N W VO •m2 OS2ZrZ W
01 MI u z-.+1==... omwzd
J 2 dQ M NOW
•y � O. .- > Imor M
W 4 m a ¢..0= W
2 2 LQ 2W N�•aNN OG 1 o ..... m - w . zior u i l o •.I mm
A 2N u 1 = - •• ziuzzzM.,wozr.,am
d 1 , - MU M • s u r t •.0 00 Z 0-.¢0
ti Wm »mu Sao¢¢ m
r UZ¢a r ¢mom
0.=
¢0 0•.rrZ •. 00-11- O
¢Z >CZ
N N la - F ~ Z .Z W N ,00. OWJLL. U I W .I °
• ...... 01 01
1 1I0- 1:Cor +Q W W S roomr¢Or 6.4 ooa¢o umo¢u..r¢..
N o O L 0 0 d••• Z Q 1 • I Or- .6 - 0¢ C U m 0 Jm G W
2
.. 4 WO NOW2W d d2 I¢i.W�.J+m.>+�'•'r
W W C-12 1 •012012 WW
O ro =m 0. ZW ¢ O m uW r 0 6 W
N 4) 0 •-•W 20J -.1+1 G2
Q 2 Z O J 1- Z d0 ZLLW
C.) W W ► - 0.12 >1 = d O ° 1 - Z4.101•10.000 r d.
O O O MW 41-1 »S ZS LL s Zizo ,- ..
\ 2 22000 W O
LL Or � ..Or SC Sao
N - l7 Jr• 6 >Z Vi021n WU 1....,m. uz..r FUCz
• • • W� O m aozr ¢.-
6.1 IF c4owo- 00
ZW 01'0 W ¢z =LLi CZC..02Z
OS
W W1 V1 .- •
t... .L. S a /uX 6- 1.... Co G.- • _
N N Al KG J )- 1 1) Lo u r•' ¢z- 1. z , -W
Wl u 0Q W
K r 21.- 202 r ui..m_¢WOr¢r¢_wt
/ m 0 0 ZM /C JQ -. Q OO > ..J U °OON W
= C K •+W O�J NW
60-.0=0,30.-. W W¢umrm 2LL
Z 0 0 = ~ O d Wd WJZ r 4.> W000..0
1 2 Wu
..1 U 00 Zcroz J00 .c2¢WOJ
U U F= 4.J 4.) - .1
zdm W00Wa• Or W0¢ - z
(n C.-. 21.../.-. NW ua Su¢¢ 0.- Smowo
d 1-0] U 20 0
O O W ON 0=2 SW ¢ ` i C .4. 4. ` u
1 - 10 2 J - + L)`010 1 - 0 SJJZJ m�.. J00U0..
=JLL O¢rt.M10 Cr O
r0 =0 U0 J¢V10C 0
00 .. 4_S ..C.•.JL 00
5 . i` ::l ; NG. C f,LC.ULA1 I C! ; V0 < DI<AW I N ;iM65619
1•c!.ME: AXLE TR-2
:S?AW:. 32 FT 0 IN 0116TH TRUSWAL SYSTEMS CORPORATION
12'-- 0" 'SETBACK HIP TRUSS 1/31/84
LOADING: • 30+ 25+ 5 = 60 PSF AT 5. OY. SPACING: 24" 0. C. 1 PLY
EF INC; S1ZES: LEFT 4. 0", RIGHT 4.0" OYFRHANC': LEFT 0' -O.0 ", f;IO•HT 0' -0. 0"
HE. S: LEFT - 14/1x" RIC:HT . 14/16" ''..;L!iE: LEFT O' - O.O ", PI ;';T O' - O.0"
UNIFORM LOADS
110 PLF FROM 1 TO 7 TC
10 PLF FROM 1 TO 7 BC
;IP FORCES FROM LEFT TO RICHT:
TOF CHORD bri d 7 0r.i .. ri'..ij D i'F:: :E REACTIONS.
T 1- -5229 13 1= `_-C:78 ,! i -1094 5._: 2.67 REACTION = 1= 1877
- ;1206 , 13 2E•1'3 i. 2 - 416 41� PEAC11ON ` 7= 1877
'i 06. __ _ _. _ - ..: ."It= 267 .. _. 7C,7
T _ 528
TOP CHORD CRITICAL PANEL CALCULATIONS:
AXIAL = (P /A /FA) = 5290. / 8. 25/( 1400. *1.05) = 0. 44
BENDING` = (M /S/ (FB -J (P / A)) = ( 4069. / 7. 56/(1750. * 1. 05-=320( 5290. / 8. 25) ) =0. 29
TOTAL CSI <_ • 1. 00 = 0. 44+ 0. 29= 0. 73 < =1. 00
BP CHORD CRITICAL PANEL CALCULATIONS:
A. = (P /A /FA) = 5078. / 5.25/( 1250. *1..05) = 0.74
BENDING = (M /S/ (FB -J (P /A)) = ( 1654. / 3.06/(2450.* 1.05-0.00( 5078. / 5.25)) =0.21
TOTAL CSI <= 1.00 = 0.74+ 0.21= 0.95 < =1.00
REQUIRED MINIMIUM PLATE AREAS (SQ. IN.)
JOINT# PLATE MEM. AREA MEM. AREA MEM. AREA MEM. AREA MEM. AREA
1 +4-41- - 1 - -- 8 �`. • - -- - - -- - - -- - - -- - - -- - - --
2 2 -4 W 1 1.8 T 1.8
3 7 -10 T 2 3.1 T 3 1.3 W 2 6.4 . W 3 1.6
4 1.5-3 W 4 0.7 T 0.7
5 7 -10 . T 5 3. 1 T 4 1.3 W 6 6.4 W 5 1.6
6 2 -4 W 7 1.8 T 1.8 •
7 4 -1 L T 16.E 1 i4,'
8 3 -4 W 1 1.8 W 2 1.6 3 3.4
9 3 -10 W 3 1.4 W 4 1.5 W 5 1.4 13 4.2
10 3 -4 W 6 1.6 W 7 1.8 2 3.4
_ . N E 1 z !-
W
eV = 2133N/n m x � o 1T I11 W
• . 8 ...••• ••. ✓ 111 CO I i I D
•
... - N. e to • •• . ti '...s. i N. v _ C.1
r i • Q Z G O • : to i O (/ 10
• to
I 1.... ' 0 U z Z H t : A • = \D
CI
`o .
Zo
• l'.%1- 1 z
In tt „„„ � 1 t ,.. co
.1 �, v3 . ''J I '
• cn.0 ,� • O • .• ..
Wc< , � ` • •• • Imo r 1111-J m /_1 (!) g" . = o n
1 4 ap it
1-0 ;Q i p =„'.� O V ••C �N °ou W r.
Ci rat V• N . 2 •O: z 1-tl7 Na.
.. • O • � Q Mxx
1 :+ m o N
U30000 ',f`r,81I I tttt, ' W O1.oN O 1 c
01-rrF 4 > MN .D n u
D.. 17 0• , N
O
LLLLL O 0 a ° as °
cm d
u
¢0000 II o o }
LL l► 4 S (� N S J J JJ N
W O J 6
1 1 N s¢ r in
O. d
O. O. O r;
o no o o W ' M
no •• 17 Jm 2 2 1 J I S
:;:::wwm MY601 U -
• I .W aOMJ 2- .
U ^2¢J -U N .+aJd� ^LmL
'�
........•.m FCM0 Wmm0,,-
'I L-MO •.Wmm O- M
• �.1 • -' n W2.-.10 •22 ~ M. M .20..•• •1
A H M I- =mJYM- .ZO ~OL.m•.WS
W t"! \ T2m Wm OW�•+U••W OW-~
/ � A y U O:WOSLL .... ¢ ,O .o"mao
1'•Y W O A W N -JMO
I • >- -mWW. .O-°. Ia.-stn.- Ia.-stn.- Mm MC• W O W.•.
2200 M -2 03r, •mw
CO Q . _OU LLUwm0�2� 00
� / H W O 0 OZ •...- .. :W2... YAM
1 p4 H a H x W=00022.20000 W -ZS O Om-:J- .2
\ r W • 6 1 . ma 0. •. WW.
.0 0 1 0 6. U a a �+ z0 0 • im00•000SmM
CO ¢ Mr u J-MW ■ x1- W 1 • a I_1 a in C7 jWW2 WW-10 W^ M6
1-Q C .0 0
Q . • A • mW UOoOW WO 2=0.1. 00 W - NO SIN °morn... M¢z- -- WO
2•- O. 1 rrNM C C4 . 4 T ■ . .. o •1012 0=00,-2
WO 0 2 - - -- W • - 1 u 2.....4022.- 0000.
J2 i.) F 1.- 0' in M,-..... r 0,0002 ° u
u1. �N H V ' z mWS- ZaWWm2M
.J _ 0 N r.{ U g W ...1. O.•.o-- WdSm.,... •.
2 41 N -SNN 0 V X m --. - w aa
W W Q Z .0 1 0d .0 L) o mural .z2°- LWW-
� • • 214 - -- t1- H M V N zsu_» :m um.... ..¢m
2 2 0.
•-• O ►Y m 6 0 0 E0 0 0 0 0 2^ 0 MJ0 -
L d W W 2 n .C.. 0 Ia. .. O 0) C �� .WZ 00ooxc can U.+
U atm :1 / m 00 2 000 M
[�] •- 0200 00�
CO N 1- OO-W W W _ 2 H H ; ¢M�..rrz- ooJ� :�
¢m oM-WJ uma
N . 1 al
N .. t\. F Z.Dd2 OQ �m =. -.0,0 a W=1., u QO•' -C W WS O M N m¢ -ao-M a2>m2M
O d � odm= uMO¢u - m-
y O O d O O d- Z C Sc J a2WmW m -
>r Y 1 N OOtl) W Mc- Z < O) a c z. o > :c WI
2 H Z ..W....m.- 22 .0
co WO N W2 d d2 Z FRR���..
W W t.)2 1 0Ctl)6 WW V) b I"I o 022w¢o ° J W o_
c0
O
2
o z 4- O - W 200 Ida-la C2 W 22.- . Wm2JQ - 2 mW
x 2 J r2QSJt.V do H 0 H 0 N
W W 1- dC >4..0 O O. U] 1-I (n 1'7 e-•I . 0 LL20 0
a u .. n 0 . 0 0r
- = mW
O O N N W WJ »ZC 21 M 2
!
\ 1 tLQ 0004/.. 0004/.. WO Z G A tf .._ u- o-YL= -9-¢x0.2
W N - m JI- 0 >200S0 WV 0 "' ti x E4 ' • I. m ` z , .. - , - . m
V • • • 1141 tn0O m y) U t'1 U H ca 0 °. -.i0
W Q W1J dfS H Qi Q •� • `.--,. ..J0 -.0 °u°_r.- •m
N .o .o a Al HLO Q� 1 -1 3 W W Pa 11) c_., . . - -° a,0
X ■ X 10 QQS x • m smJWm -m-^ 1.1x.-
N N N CC J T~ 1-a 1-4 1100 az - 011
• C 1- A W 20:1 . PG W P$ N ¢ ¢i c ° � mr usW
W 0 O ZN C JQ O .'1" C H FW .00000 r0 - u
CO C C ••• W 0 -J COW W ►� - L .0mm0.. 0 .0w
O 0 1 FOG WO. E••1 ('/) H 04 Z0- mm_omm .LSm WOJ
a
J 2 2 WW V - 00 H 2001000004 O- W.n¢. -.0
u c.) 6 1')C 0 J H W ill W A H Um W 0000 0. 20000
d) - w- 0 al f 1 U U U
A. 1- CO 0 Z > Z O a0 6 W p., _ -0- . 0 2 000 ° ^m MS
D O W ON OZQ SW 0
1- CO 2 J- t)00 1-0 A. H W W A 0 xJ -.
6O J M -- ,.., -.o
¢ .2 4 , ....,-, ....,-, -
0 0 -
0J0010 0 U- 0.-.-.0
220200==W 0¢20
••M0 0m1L7 -C.+_10 Mm
__ _ l 01165617
tom }- XL E. I r4..D 's!3,: .. E - E Y f.
Tf .rte =� ;, �uRFC .nTi01V
_
�"Ht.f: 32
FT 0 IN 0/:67H 1/31/84
- OADIf,.,..: 70+ 25+ - = 60 PSi•: AT 5.0% 2PLY
BEARING S1 ZE3: LEFT 3. 5", R)01-11 3. 5" `Y JL ., - RIGHT 0' -G. G
.
"'' �.L'-- ;<.,r.i LEFT' G G. G'', RI:;'.
8: LEFT `_ - 14/16"° -IT 14/1`," r :i, -S: LEFT 0' -O. 0 ", RIGHT 0' -0 0"
110 PLF FROM 1 TO 3 TC 10204i AT 3
189 FLF FRON 3 TO 6 TC 1030;1 AT 6
110 PLF FROM 6 TO S TC
30 PLF FROM 1 TO 10 DC
1.3 PLF FROM 10 Tr 1 13 BC
- -' FLF FFOM t 13 Tfl
- ''C TIO S
r1LI'.- ICJ.
_ _ -A,C 1 1nt. 1__ _.,G
T 4= -15105 3 4= 151 09 W 4= 2390 :410= -1093
T 5= -15108 13 5= 13177 W 5= -755 W11= 150
T 6=-13726 P 6= 14193 W 6= 0
T 7=- 14784 13 7= 14193
TOP CHORD CRITICAL PANEL EL CALCULATIONS:
AXIAL = (P /A /FA) = 15109. / 16. 50/( 1400. *1. 05) = 0. 62
BENDING = (M/ S /(FL- J(P /A)) = ( 3277. / 7. 56/(1550.* 1. 05 -0. 00(15109. /16. 50) ) =0. 13
TOTAL CSI <= 1. 00 = 0. 62+ 0. 13= 0.76 < =1.00
LOT CHORD CRITICAL PANEL CALCULATIONS:
AXIAL = (P /A /FA) = 15109. / 16. 50/( 1250. *1. 05) = 0. 70
LENDING = (M /S /(FB- J(P /A) ) = ( 3912. / 7. 56/(1850.* 1. 05 -0. 00(15109. /16. 50) ) =0. 13
TOTAL CSI <= 1.00 = 0. 70+ 0. 13= 0.83 < =1.00
REQUIRED MINIMIUM PLATE AREAS (SQ. IN.)
JOINT(t PLATE MEM. AREA MEM. AREA HEM. AREA MEM. AREA MEM. AREA
---- - - -- - - -- - --
1 145115 T
2 3 -4 W 1 1. 5 W 2 1.4 T 2. 8
3 7 -10 T 2 5. 1 T.3 4. 1 1 3 11.9 W 4 1. 5
4 3 -4 W 5 1. 5 W 6 1.4 T 2. 8
5 1. 5 -3 14 7 0.6 T 0.6
6 7 -10 T 6 5. 1 T 5 4. 1 .J 9 11.9 W 8 1. 5
7 3 -4 W10 1.4 W11 1.5 T • 2.8
8 /4 51D5 - r 19 1 9
9 1. 5 -3 14 1 0.7 13 0.7
10 3 -4 W 2 1. 3 W 3 1. 5 2 2. 8
1 3. 5-5 4 A. 1 1 5 1.5 2 5. 6
12 2 -10 W .. 1.4 W 7 1. 5 W 8 4. 1 3 6. 9
3 -4 W 9 1. 5 1410 1. 3 L 2. 8
1. 5 -3 1411 0.7 B 0.7
l
v co
v u 6 \
N N
• •
H G N N O
. 2 z
>
WN N
K G ° a! •
�p1 I l i l } = z . P a
f•1 J Z u
1. CO
N .a
8 >
_ O o � O O O •
If- N 5 ,.. 1 i Q 0 1? _
.., FE 0 w 1. ° . SHo ., ..
. X N •
N N N N I�
i n i i is • PI MC' v1 .J h o
1 N O •O
M .1 ¢i
1 w N
_ O
J .'-
1 o ►V• m m ° O
N
N
1 :4 1\ If I . N X N N W
d •
N 4
lig. C4
� =:
� N x Z •
°' aa P. 11811 s1
• N N
COI 43 P.
„, . - :...., 1\ ,,..: sie . 1 1411 2 .-. 4-
ma ma
U A�• \ \ 4 11 N 1 2 0 12-1E1;22 i!1II1t! ) ij}ri
U OY�i
u (1 - k i.osi ,45 >.
Id M Yn a .a
0%
- gi Si4z12,a2. •
• O. s z Yy�: €;
8°�s. S 1 i a �
•s ss Ya:- p = _
\ ] 12 41 16 1 1 1 2 1
3l &!2112121
,,o -lot I , ,,4: . :: „� ,.,II ; € � � € a° �' � `
\\\\ 11001M \ \ \ \. ���V �. • . • a '
•.I t� Ii g i • � 2 2 i t 5 o 2 ;
N N I1 d , \�rrA�A •• . • :V d_ C •�p C i
1 1 1 1 ; �'J. -•� •� N -3 �S S-- .CiaS
112- - 41
2 F- . z � s E. -t: Y E:x ft.
CC
43 __. E -ra ` .--C. i
U ` e
a
z -ra a iv t 1
. to k -
/ •
.
1H .a a ; .