HomeMy WebLinkAboutMetal Bldg - COM Engineering / Geo-Tech Reports - 1/6/2013 Rock Engineering
1k'q.•
3525 Surrey Ct SE, Port Orchard, WA 98366
Phone: - - r
360 871 8660 Fax: 360 871 8660 .,
E-mail richard.rock@wavecable.com
January 6, 2013
Subject:
US Buildings PMB Model A 16-11 for
Zion's Camp Recreational Property
300 East Coon Lake
Belfair, WA 98528
Enclosure:
1) Drawing- US Buildings LLC Model A 16-11 Order 90-15817 dtd 5/22/00
Reference:
a) 2009 International Building Code
This report provides engineering rationale for installation of a 16'-4" wide x
22'-5" long pre-engineered metal building (PMB) by U.S. Buildings LLC of
Boone, NC at Zion's Camp Recreational Property in Belfair, WA. This report in
conjunction with US Buildings Drawing 90-151817 dated 5/22/2000 and stamped
by C. P. Nangia on 5/24/2000, Encl (1), is considered an engineered package. The
plot plan showing the location of the building on the property will be provided by
the property manager and is not included in this report.
The building as shown on US Buildings LLC drawing Enclosure (1) was
originally purchased to be installed at Ensign Ranch Recreational Property in Cle
Elem, WA. The building was never installed and has been in storage since 2000.
The building components are in excellent condition. The original design drawings
as stamped by Chandler P. Nangia, PE in 2000 are for site conditions of 25 psf
ground snow load, 90 mph wind and seismic zone C. The Zion's Camp
installation design requirements are 25 psf ground snow load, 85 mph Exposure B
wind and seismic zone D1. The pre-engineered metal building and foundation
details as shown on Enclosure (1) are adequate for the Zion's Camp location
design conditions. Installation in accordance with the Enclosure (1) and US
Buildings installation instructions will meet all requirements for 2009 IBC Ref(a).
Other revisions and issue dates for US Buildings order 90-15817 are not applicable
to installation at Zion's Camp in conjunction with this report.
For clarification, the foundation and reinforcement requirements are as
follows. 4" slab reinforced with 6x6x6/6 welded wire or equivalent. Side wall and
Page 1 of 2
end wall footings are to have two #4 continuous rebar at the bottom and top as
shown on Encl (1) section A-A and B-B. Rebar Stirrups are #3 rebarl 8" oc in
side and end perimeter footings. Perimeter footing is to extend a minimum of 12"
below the ground level. The PMB base channel is to be bolted to the top of the
perimeter foundation with 1/2" anchor bolts extending a minimum of 2" above the
top of the foundation. Anchor bolt spacing is as shown on Encl (1).
Page 2 of 2
1 _
1
22'-5" 6'-4"
Ln
i
REAR ELEVATION SIDE ELEVATION FRONT ELEVATION
22'-5"
B
3.75" 1
• 5„ t.25o f� T -1
A • A
_ _ _ o
® $ •-�
L #3 stirrups 018"CTC �- - - - - a � m ^" THREAD
(MIN.)
(l •
4_#4„ n
t o SEC A-A 1/2"pl A307 m z ,
-- �--- ; -- -- I - �e a, o
m ANCHOR UOLT 4 L ( !f _�— m
DEN ,L}--�J� J I p o
3 75"5„ ®
SEC I�EC A-A SEC B-B
I 11 I CI a
m — � I
W.W.F. 4•, (min) ri ' LO
— — _ _ _ _ _ — _ CORNER DETAIL- CONNECTOR FOUNDATION
N _
03 strrups 018"CTC �'
t.25"
A
_ 4_04,. 5,. 3.75" .lo
10" SEC B—B
II B
' I2.5" Bolts of 12"staggered racing 2.5" LENGTH OF CONNECTORS
rr
GENERAL NOTES FOUNDATION NOTES ARCH PANEL DATA LEGAL NOTE U . S . Buildings , L L C
Tnm:'o01.q u iM rtl Ny of U.S.BPiNtinp•.LLC
1. µL LMTCRUI AND WORKMANSHIP SWILL CONFORM WIN DESIGN:DATA IN ACCORDANCE WRH ANSI/ASCE 7-95: Mr aupicolw 1 1e or in PeH iX Nricly Por fn Pen n Nricu>
NOTE:THE FOUNDATION ON 7NC DRAWING 5 A SUGGESTED 25 Iw6i4tlPn. CeggPO A�i11 Pa� ut P—ft,tn.luu 353 Industrial Pork Or 90orn, NC 26607
fHC REODIREMENiS OF THE LATEST REVISION Of THE MINIMUM ROOF LIVE LOAD(PSF
SOLUTION ONLY.CHANGES MAY BC NECESSARY WC
BOCA tes6. 70 Loin BUADINc RECUlA71DIls AND srtE CwonKINs. pp Vz Pg:GROUND SNOW LOAD(PSF) SCALE. PPROVED BY: CHANDER NANGIA REVISIONS:
BE SLw ACCORDING TO AISI CFSC-LRFD AND MIN � 9O N N.T.S.T S
1. THE FOUNDATION SHALL BE FOUNDED ON NATURAL V'WIND VELOCITY(MPH) F ,
ARSVASCE 7-95. � i/,,1�1� �
UNDISTURBED SOL CAPABLE OF SAFELY SUSTAINING SEISMIC ZONE 3 �- A N•6'.
C Y DATE:5/22/00 CHECKED BY: CHANGER NANGIA
2 NO 1CAO5 OTHER TN1,W THOSE OVEN UNDER^OCSNCN
1500 PSF.THIS 51Nµ1 BE DESIGNED TO IIAIY pEslsl .� \�7
DATA"BELOW sllul e[IMPOSED ON rN[^smuCTupE^ BOLTS 5/16^z 18 z }/A" GRADE 2 SAE OR ASTM A3O7 ORDER N0.
ALL ROTATION AT THE BASE Or THE ARCH. I I I h.C •� 90-1 581 7
]. THE ASSESTRUMBLY
EXDESIGN OF THIS BUILDING T BASED ON 2 SLAB ON GRADE SKULL BE PLACED ON WELL COMPACTED t� STEEL ROOF PANEL GAUGE -22 GA ! :RICHARD NICHOLS
ASSEMBLY IN EXACT ACCORDANCE WI1H ERECTION PLANS 7-IR- STEEL VERTICAL WALL PANEL GAUGE - 22 GA
k INSTRUCTIONS.FAILURE TO FOLLOW THESE PLANS SOIL CAPABLE Of SUSTAINING ISM PSI WITHOUT CUSTOMER
APPRECIABLE SETTLEMENT. WALL PANEL DATA STEEL SAVE PANEL GAUGE _22 GA
SN1µL BE rN[SOLE RESPDNsreILltt OF THE ERECTOR. GALVA.UME SHEET STEEL
PROPERTY ADDRESS 10433 SE 212 STREET
4. BULGING MUST BE GROUTED IN PLACE ONE[THE ARCHES DESIGN DATA (MATERIALS) STRUCTURAL QUALITY ASTM SPECIFICATION A792-94
ARE ERECTED AND TIGHTENED IN ORDER 70 REACH cult 'V" SSR ALUMINUM-ZINC ALLOY(HOT DIP COATING) F .�,F.,r7.�3 / 4 CITY, Slate zlP - KENT,WA. 98031
LOADING CAPACITY. COLLAPSE
15 SUBJECT 10 LOLPSE I. CONCRETE F'y.3500 PSI•76 DAYS.ACI AZ55 1��,•S O,CNN. T
IFNOT FULLY GROUTED ACCORDING TO INSIRUCTIONS 2.REINFORCING STEEL GRADE 40,Fy-40 XSI.AStw A615 ASTM A792 GRADE 50 ~•.y "` ,+y�/.�� MODEL: DING.
]. w.w.f.Iy•65 KSI,ASTM A1O5 50 KSI MINIMUM YIELD N T ice`
5. A PROFESSIONAL ENGINEER SHOULD BE RCTAINEO —� .. *c \1 A.y Al 6—1 1
WHERE SITE INSPECTIONS ARE WARRANTED. N CONCRETE MIX SMALL CONTAIN If/Sy FIBER REINFORCING ��n•, / 5" 65 KS1 MINIMUM TENSILE MM