HomeMy WebLinkAboutPermit Correspondence 2000-10-30
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leBO Evaluation Service, Inc.
5360 WORKMAN MilL ROAD .' WHITTIER, CALIFORNIA 90601-2299
A S~bsidiary corporation of'the'lnternatidhal Conference of Building Officials
i
EVALUATION REPORT
Copyright <<:> 1999 ICBO Evaluation Service, Inc.
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Filing Category: DESIGN~Concrete . (038)
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BLUE MAXx'" WALL SYSTEMS
A A B BUILDING SYSTEM INC.
840 DIVISION STREET
COBOURG, ONTARIO K9A 4J9
CANADA
AMC INSULATION COAP.
151 PAAAMOUNT AOAD
WINNIPEG, MANITOBA A2X 2W6
CANADA
. BEAVEA PLASTICS, LTD.
44440 SOUTH SUMAS AOAD
CHILLIWACK, BAITISH COLUMBIA V2A 4B7
CANADA
BEAVEA PLASTICS, LTD.
12150 160TH STAEET
EDMONTON, ALBEATA T5V 1H5
CANADA
FOAM SYSTEMS, INC.
POST OFFICE BOX 16923
WICHITA, KANSAS 67216
LES PLASTIQUE CELLULAIAES POL YFOAM INC.
AUE 448,EDOUAAD
GAANBY, QUEBEC J3G 2Z3
CANADA
PERMA "A" PAODUCT, INC.
109 PEAMA "An AOAD
JOHNSON CITY, TENNESSEE 37603
PSC MOULDING COAP.
115 MILLS AOAD
AJAX, ONTAAIO l1S 2H2
CANADA
1.0 SUBJECT
Blue Maxx'w Wall Systems.
2.0 ,DESCRIPTION
2.1 General:
The Blue Maxx Wall Systems are expanded polystyrene
(EPS) foam plastic units that serve as formwork for concrete
load bearing and non/oad-bearing walls, shear walls, beams
and lintels, foundation stemwalls, and basement walls. The
EPS units are stacked in a running bond pattern to create cone
crete formwork that remains in place after concrete curing.
The EPS unit building system is limited to combustible
construction. Walls made from the EPS units are covered with
an approved interior thermal barrier and exterior
weather-resistive barrier.
The EPS units are available in two standard sizes:
,61f4-inch-wide units and 8-inch-wide units. Both standard
sized units are 163/4 inches high, and 48 inches long with
25fa-inch-thick EPS face shells interconnected with six plastic
web members spaced at 8 inches on center. The clear dis-
~
~ ff11/1
ER-5119
Reissued July 1, 1999'
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. tance between face shells is 61/4 inches. In addition to the
standard block units, there are also corner units, adjustable.'
corner units, tapered top units, extended brick ledger units
. and end caps.
2.2 Material:
2.2.1 Blue Maxx Wall System Form Units: The form units
are molded from expanded p'olystyrene beads, Type BF422,
manufactured by BASF Corporation (NER-479). The units
have a nominal density of 1.5 pounds per cubic foot with
a maximum flame-spread and smoke-density rating of 25
and 450, respectively, in accordance with UBC Standard 8-1.
The face shell interconnecting bridges are made of polypro-
polyene.
2.2.2 Concrete: Normal-weight concrete complies with
Chapter 19 of the code with a 28-day minimum compressive
strength of 2,000 pounds per square inch. Maximum aggre-
gate size is 3fa inch.
2.2.3 Reinforcement: Concrete members are reinforced
with deformed steel reinforcing bars conforming to either
ASTM A 615, A 616, A 617, A 706, A 767 or A 775, having a
minimum yield strength of 40,000 psi.
2.2.4 Other: Wood members for plates or window and door
framing are preservative-treated with an approved wood pre-
servative and are attached in place with galvanized anchor
bolts. .
2.3 Design:
Concrete members formed by the EPS form units are
designed and constructed in accordance with Chapter 19 of
the Uniform Building COde'w, except for foundation stem walls
conforming to Section 1806.2 of the code.
2.4 Interior Finish:
Form units exposed to the building interior are finished with
minimum 1h-inch-thick regular gypsum wallboard installed
vertically and attached to the plastic bridging flanges with
11/4-inch-long Type S drywall screws spaced 16 inches by 12
inches on center. '
2.5 Exterior Finish:
The form units are covered on the exterior with an approved
weather-resistive barrier as required by Section 1402.1 of the
code. A weather-resistive barrier and exterior wall covering
are installed in accordance with either the code or an evalua-
tion report, and are attached to the plastic bridging flanges
with No.8 drywall screws spaced 12 inches on center. Fas-
teners have a pullout capacity of 44 pounds. Negative wind
pressure capacity of the exterior finish material is recognized
in the code for generic materials or in a current evaluation
report for proprietary materials.
Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide information to Class A members of ICBO, utilizing the code upon which the report
is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not ~pecijical1y addressed nor as an endorsement or recommen-
dation for use of the subject report. .
This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Sen'ice, Inc., technical staff has Tel'iewed the
test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBO Evaluation Service, Inc., express
or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability.
Poge 1 of 4
Page 2 of 4
II
2.6 Foundation Stemwalls:
The form units located at underfloor crawl spaces are per-
mitted to be exposed to the crawl space subject to the follow-
ing conditions:
1. Entry to the crawl space is only to service utilities.
2. There are no interconnected basement areas.
3. Air in the crawl space is not circulated to other parts of the
building.
4. Ventilation complies with Section 2306.7 of the code.
2.7 Fire-resistant Construction:
Concrete walls formed by the foam plastic units have the
fire-resistive ratings set forth in Table 7-B of the code provided
the conditions of the table are met.
2.8 Installation:
The EPS form units and resulting concrete wall system are
supported on concrete footings complying with Chapter 18 of
the code. Vertical rebars, embedded in the footing, extend
minimum 24 inches or a length complying with Section 1912
of the code into the concrete wall system. The form units are
installed in running bond pattern with the plastic web flanges
that support the interior and exterior finish materials aligned
vertically at each course. Vertical and horizontal steel rein-
forcement bars are installed in accordance with the design
with rebar placement and coverage complying with Chapter
19 of the code. Concrete quality, mixing, and placing complies
with Chapter 19 of the code. See Figures 1 through 6 for typi-
cal installation details.
Wood ledgers are attached to the concrete wall by remov-
ing the face shell of the form units, with the height of the
removed portion equal to the depth of the wood ledger. Wood
plates are anchored to the top of the wall. Anchor bolts used
to connect the wood ledgers or plates to the concrete are cast
in-place with the bolts sized and spaced as required by
design.
Compliance with drainage requirements of Chapter 18 of
the code is necessary. Basement walls designed to retain soil
are not backfilled until the concrete has cured and the com-
plete floor system is in place.
Walls below grade must be either waterproofed or damp-
. proofed according to Section 1402.4 or Appendix Chapter 18
of the code. The waterproofing/dampproofing materials are
as described in Appendix Chapter 18 or approved by the
building official. Compatibility with the wall system must be
established based on instructions of both the wall system
manufacturer and the waterproofing/dampproofing manufac-
turer. .
2.9 Special Inspection:
Special Inspection is required except as noted below. Special
inspectors shall provide inspection as specified in Section
1701 of the code during the placement of reinforcing steel and
"
.'11
ER-5119 .
concrete, and during the taking of concrete cylinder test spec-
imens, except special inspection is not required for taking of
test specimens for stem wall foundation construction. When
approved by the building official, special inspection is not
required provided all of the following conditions are met
1. Wall systems are maximum 8 foot high and are limited for
use in single-story construction of Group R, Division 3, or
Group U, Division 1, Occupancy.
2. Maximum height of a concrete pour is 48 inches.
3. Installation is by installers approved by A A B Building
System Inc.
4. Half the allowable design stresses permitted by code are
used for the design of the walls.
2.10 Identification:
Each bundle or pallet of form units bears a label listing the
name and address of A A B Building System Inc. and one of
the block molders who are additionallistees in this report, the
evaluation report number (ER'.5119), the smoke and flame-
spread ratings, and the name of the quality control agency
(/nchcape Testing Services NA Ltd.).
3.0 EVIDENCE SUBMITTED
Data in accordance with the ICBO ES Acceptance Criteria for
Foam Plastic Insulation (AC12), dated January 1996, and a
quality control manual.
4.0 FINDINGS
That the A A B Building System Inc. EPS formwork units
described in this report comply with the 1997 Uniform
Building Code TM, subject to the following conditions:
4.1 Form units are manufactured, Identified, and
Installed in accordance with this report and the
manufacturer's pubth.hed installation instruc-
tions.
4.2 Concrete elements formed by the foam form units
are limited to combustible construction.
4.3 Plans and calculations showing compliance with
this report are submitted to the building official for
each structure.
4.4 Foam form units are separated from the building
interior with minimum 1/2-inch-thlck regular gyp_
sum wallboard Installed as specified in this report.
4.5 Special Inspection Is provided in accordance with
Section 2.9 of this report.
4.6 Form units are manufactured by the companies
shown as additionallistees In this report, with qual-
Ity control Inspections conducted by Intertek Test-
ing Services NA Ltd. (NER-QA219).
This report is subject to re-examination in two years.
Page 3 of 4
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EXTERIOR FINISH
DOUBLE JOIST
SILL PLATE
AS REQUIRED
For Sf: 1 inch::: 25.4 mm.
w
EXTERIOR FINISH
'Ii
For Sf: 1 inch::: 25.4 mm.
. ,;~~~/. ..
%~~
v;0k
-/:-{(0- -
~"<<, '
<~~,
~~~~~~~~~~~~~~~~~~~~~
----
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t
6" ONE STORY
7" TWO STORY
8" THREE STORY
ER-5119
~
HORIZNT AL REINFORCING
AS REQUIRED
t
18" MINIMUM
t
12" ONE STORY
- ]5" TWO STORY
18" THREE STORY
FIGURE l-TVPICAL FOUNDATION WALL DETAIL
k~
_______ 'f: ~ i
-------- t~ ~ i~ i /
~~~-
r -~
I,~;I
I ~ 1---------
f~"
i~ ~-
INTERIOR FINISH
CONCRETE (NOT
SHOWN FOR CLARITY)
VERT. AND HORZ. REINFORCING
AS REQUIRED
FIGURE 2-TYPICAL WALL DETAIL
t
18" MINIMUM
t
Page 4 of 4
ER-5119
..
r. / INTERIOR FINISH
:.. PLYWOOD
~ - /( APPROVED JOIST
- ANCHOR (TYP.)
1-
~ =
~~Ar 0 o'
,ijfu ~ ~ ~ >- 3/4" ~ERED ANCHOR
Jf-. I - BOLTS)S REQUIRED
~ - ~
- JOIST HANGER
" LEDGER AS REQUIRED
~ INTERIO FINISH
HORZ. AND VERT.
REINFORCING AS REQ.'D
,../= ~f~~ST
~::r~; ) ~
~ ~. n __~
1/2" ANCHOR BOLT (TYP,)
\
, ~ INTERIOR FINISH
"',,-- HORZ AND VERT.
REINFORCING AS REQ.'D
For SI: 1 inch = 25.4 111111.
For SI: 1 inch = 25.4 111m.
FIGURE 3-TYPICAL FLOOR FRAMING DETAIL
JOISTS PERPENDICULAR TO WALL
FIGURE 4-TYPICAL FLOOR FRAMING DETAIL
JOISTS PARALLEL TO WALL
:~CK .. mMJO~IDff//
t tH -~~'=-=~
~- AS PER PLAN -71\--1 ~~ I
' /1. "
ANCHOR BOLT AS REQ.'D : ---- I
ANCHOR BOLT AS REQ.'D ----1 ~ HORZ & VERT REINFORCING ~ - !
HORZ & VER,T. REINFORCING - 1 : ~I \ AS REQUIRED / -I
AS REQUIRED ...:, ::~, '" - INTERIOR FINISH ~ ~
1- ffw ~,~. '.--- CONCRETE (NOT SHOWN
( ~ FOR CLARITY) __
I ~, _______
Cii: ' INTERIOR FINISH --
CONCRETE (NOT SHOWN ~
FOR CLARITY)
FIGURE 5-TYPICAL ROOF DETAIL
RAFTERS PERPENDICULAR TO WALL
FIGURE 6-TYPICAL ROOF DETAIL
RAFTERS PARALLEL TO WALL
.
October 30,2000
Tim 8ellevilfe
Great Ho.use Oestgn
4027 Victoria Lane
Eugene, OR 97404
Re: New Residence fur the Ferchfand family to be built on Lot 58, Ivy Street in
Springfield, OR - Suppiemefitai Oetalls for Steel Beam
Dear Tim:
Mease fino attached details for the attadirnem of b,e gluidm beams to tt<.e Vitii $tea
beam across t~ back Of the ferditand garage. I have atso faxed a copy of these
details to Oon Moore at the City of Springfieid per his request. Please update your
dra~ings to account fur the nevv beam seats.
Sincerely I
1 ^()
~ ,\ ,.
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Tim 'vVolden, ~;:
Cc: Don Moore, City of Springf.eid
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August 4, 2000
Tim Belleville
Great House Design
4027 Victoria Lane
Eugene" OR 97404
, ~e: New Residence for the Ferchland, Family to be built on Lot 58, Ivy Street in
Springfield, OR
Dear Tim:
I have completed a structural review of your drawings for the two-story single family
residence to be built in the southeast area of Springfield. The review is limited to floor
joists~ beams, footings, and shearwalls. '
This two-story structure is constructed of the 6-inch, BlueMaxx, type EPS (polystrene)
form system. There is also a large garage and storage area at the -right side of the
house. . Most of the roof system is to be designed by a manufactured truss company
with the exception of the bonus room/garage roof and high roof dormers.
I analyzed critical elements utilizing the provisions set forth in the current Uniform
Building Code, 1997UBC. Floor live loads of 40 pst and roof snow loads of 25 pst were
used for beam, joist, and footing design. All floors are also wood framed with
manufactured wood products and beams are typically glulams with Fb=2400 psi. There
is a steel beam across the back of the structure that supports_ a large beam and a
portion of the BlueMaxx wall at the rear corner. Refer to the calculc;!tions on the
folloWing pages for the various beam and header sizes.
The walls have been checked for lateral forces. I used 80 mph wind at Exposure B to
check wind loading. I used Zone 3 (Ca=.36)with R=5.5 for seismic load calculations.
Seismic forces controlled the lateral design. . A soil bearing value of 1000 pst was used
to check bearing pressures for the concrete wall footings.
I have reviewed the drawings to ensure that the necessary structural elements,
connections, and fasteners determined by my calcLJlations have been incorporated into
the final drawings. Please include standard installation' information and' product
specifications for the BILieMaxx products as requested by the building department and
for ensuring proper installation by the ctor. Please call if you have any
comments or questions. ~"-~t.\l PRO~FEJ'J'.,
.;2 ~G\NE~ :.0
. ~ <<.; 165681> ~
~' in erely, ....,
,,'~,
Timothy. Wolden,P.E. k:~, I
o <\) t9 {o'7_
-. .
STRUL I URAL CALCULATIONS
For the Ferchland Family Residence
Springfield, Oregon
August 4, 2000
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Description:
Scope :
COncrete Shear Wall Design
"
.Description Typical Wall at Ferchland - Maximum A1lqwable Lateral
I General Information
, lotal Wall Height 20.000 ft
Concrete Weight. 145.000 pet
Uve & Short Act Separately
"
I Applied Loads /
Short Tenn Lateral Loads...
Load
#1 0.400 ~
#2 4.000 k
. I Wall Data
Analysis Height
Wall Offset
Wall Length
Wall ThiCkness
fc : Concrete
Fy : Rebar
. Effective Depth
f
I Wall Analysis
!c
Vs.: Story Shear
Ms wI Lat Right
Ms wI Lat Left ,.
Uplift@ Left End
Uplift @ Right
Vu = Vs · Factor(s)
Vu : Applied '
. Nu: Axial
Mu : Moment
vc" :85
vn:max = "
. 'l Summsry t
Vu
Horizontal As Req'd
Vertical As Req'd'
Mu : Actual'
Bending As Req'd
Bottom
O.OOft
( datum ) ft
. 4.000 ft
6;000 in
2,500.0 psi
60,000.0 psi
5.600 ft
Bottom
4.35k'
84.3 k-ft
84.3 k~ft
10.27 k
2,97k
11.330k
15.28 psi
14.78k
119.18 k-ft
. 54.542 psi
.' 300.00psi '
Bottom
11.33 k
0.14in2 '
rO.09in2,
119.18k-ft .
0.56 in2
"Seismic Factor
Seismic Zone .
Min Wall As% for Bending
Overburden Weight
Heiaht
, 20.000 ft
10;000 ft
Vertical Loads...
Dead
#1 ,0.300
#2' 0.200
Live . Short Term
0.380 k
0.480 k
2nd Level
, 0.500 ft
ft
7.000 ft
6.000 in
2,500.0 psi
60,000.0 psi
5.600 ft
2nd Level
8;15k
87.5 k-ft
-89.6 k-ft
1.54k
1.84 k'
11.403 k
15.28 psi
. 14.99 k
125.50 k-ft. . .
79.765 psi
300.00 psi
2nd Level
11.40 k
0: 14 .in2
. - 0.09 in2
/.-///
psi
psi
125.50 k-ft
0.56 in2 ::: ,..{.21.11. .' i -#-4 6/t:-
Date:
,,7/1
0.360
3
0.0014
0.00 psf .
vertical
20.000
10.000
..
Page 1.,
I
.J
Hariz.
ft
ft
I
I
psi