Specifications 6„( rae00- 003 7 7
U IFOR1 BUILDING CODE STANDARD NO. 41 -16 CONDUT CAN BE R ATTBPED AT T•E Ems AID COPECTED TO TM
PARALLEL TO MAN PQAL SUSPOI6ICN STSTBILI FOR ACOUSTICAL TILE ?-BAR 11AN RAPER W 1H I - V) SHEET PETAL. SCRIM/ AND TIE
E
RUTtER TE Q GA APO FOR LAT -N PANEL CELL .. :SRI
TC URAL ROOF/ FLOOR PEMBER WTN 2 - 90 WOO SCREWS. OBER
WIRE (TM/ IGOhFIESBION STRUT.) • CCMECTIONC ARE ACCEPTABLE. !BUT BHOILD FRET BE SUOPUTTED TO
PARALLEL R08B TE EECTON 4118* (C) LATERAL BRACING ? TIE BUILDING �' BR FOR REVTEOI
C
A STRUT FASTENED TO NE MAN RULER SFIALL BE IE4T13CED TO AND . PETAL STUDS. •
FASTENED TO TE'STRUC.TURAL MEMBERS SUPPORTING WE ROOF OR
FLOOR ABOVE. TIE FOLLOU** SPANS ARE BASED UPON STUDS HAVING A 1 918• LEO
ISE LOSING 18 TO BE COIL4DER5D DIEM CCT l�LTNG WITH 'ME ABOVE � ATM A 3/8• RETURN DOUBLE SIDS ARE CONNECTED TOGETHER 14
" SECTION.
TIE SHAPE OF A T. W111 1 - '6 SHEET PETAL SCREW AT 16' OL
I. N A STRUCTURE WERE THE Ri00F 8T8TEM s CGlFO ED OF i STEEL 8TUD8..
s. PIRLNB, AND 8UB -F J PUN, TE 7x4 81D -FU LNB ARE
BEM -
I NG THE CONSIDERED A6 STRUCTURAL MEMBERS SUPPORT- Del_ 2 V2* X 20 &i - - - - - O I6'-6• ..
• 2. THE 8TRJT sou. BE VERTICAL ,' SHALL NOT I4A2 MORE - 3 9/8• X 20ge. - - - . TO 24'-0'
114414 I NS OUT OF PLUMB. ATTACH TIE METAL !MUD -TO THE T -SAR MAN RNER AND STRUCTURE
A liEN. I3 8641E R 1 BUILDING N ACCORDANCE WTN SECTION ' ROOF/FLOOR 1' R 1111714 1111714 - 48 SCR31B.
\ \_ _ STRUTS S N UNi'OE PERMED CORE i
114 LEl1 OF A DEBY�•I,1FE FOLLO<+RiG STRUT TYPES AND LENGTH ARE i FACIURED 8TR TB.
' % �' ACCEPTABLE TO TIIS.MiIEDICTICK .
, ,NANJPAC►UQED SMUTS MAT BE ACCEPTABLE F Ls1ED BY AN APPROVED • / .� ELECTRICAL METALLIC T!'!NG TQOTPG AGENCY OR OU ET1GE•EERIi'i I6 SU8l4TIED TO THE BUILDING D£1`ARTPE4T
. FOR REVELL TH UI JJ UOICTION PB NG ACCEPT USG imams VSA 24, VSA 41.
' I V!' TO VAC' IR ACCORDANCE UM BE MMIFAGTUIE176 N6TAU.AT1oN NSTRCT10PI8.
3J4• TO B• -?•
P TO 6'-6• VSA '113, AND V8A 13B PWiFACIRED STRUTS A6 LONG AS TREY . AR= NOTALLEL
I V4' TO 8'-6•
• •� / H • 1 V2• TO 9•-10'
NO PROVIDE LATERAL BRACING +
NOM
COM'OR1ANCE W/ ALL APPLICABLE
CODER AND STANDARDS
•
•
•
'T I G O A L . SUSPENDED GE I L I NG SRAG D E T A I L and NOTES
11/07/2006 21:50 5035708713 CPS CONSTRUCTION PAGE 01
CPS Construction, Inc.
GENERAL CONTRACTOR OREGON CCR#102248 -- WASHINGTON CPSCOI FAX
To: Building Department—Val, Plans Examiner
RECEIVED
CITY OF
Nov 0 2006
8 t�.AINC SAD
Date: November 7, 2006 Ivf ®IV
From: Ron Kief •
# of pages:
Comments: Re: Go Wireless-13500 SW Pacific Hwy— BUP2006-00377
Here is the engineering for the suspended soffit that you requested.
eit
Qua
y �, tie _
APP Q a 377 �v
I q)
COQ w a
CO
OFFICE COPY
9825 SW Day Rd., Sherwood, OR 97140 -7220
Office: 503.570 -8667 - Fax: 503.570 -8713 - Mobile: 503.320.0918
E -Mall: RonKiefOcomcast.net
11/07/2006 21:50 5035708713 CPS CONSTRUCTION PAGE 02
BENT BY: NICOLT ENGTNEER!N4; 503 684 3836; NOV -7 -06 8:43PM; PAGE 2
Nicoll Engineering, Inc.
�
PO Box 23784 Tigard, Oregon 87281 • Phone: (503) 620 -2086 • Fax (503) 684 -3839
DETAILS & STRUCTURAL CALCULATIONS
FOR:
INTERIOR SUSPENDED DRYWALL SOFFIT
FOR:
VERIZON WIRELESS
TIGARD MARKET PLACE — PACIFIC HIGHWAY & PARK STREET
TIGARD, OR 97223
" if" E :9
7 98PE r
e OREGON
✓ 1525
WIRES: OFD,
Note: Nicoll Engineering's design responsibility is limited to only
those specific areas of the structure and /or project as presented
herein. The attached calculations and /or construction details
have been prepared for the above referenced project for the
one —time —use at the noted site.
JOB NO.: 061031
CUENT : CPS CONSTRUCTION, INC
PREPARED BY : SET
CHECKED BY : .
DATE : 11 -7 -06 PAGE 1 OF NI
11/07/2006 21:50 5035708713 CPS CONSTRUCTION PAGE 03
SENT 'BV: NICOLI ENGINEERING; 603 684 3636; NOV -7.08 8 :43PM; PAGE 3
•
Project 1�RIZON WIRELBS Page; 2
NINICOIT Client: CF°9 CON INC.
By SET
ENGINEERING, INC. Job No.: 06I031 Dote: 11 -1 -06
GENERAL NOTES
1.) THE DRAWINGSiDETAILS CONTAINED HEREIN COVER THE MOST TYPICAL CONDITIONS IN
THE FRAMING. MINOR VARIANCES SHALL ISE FRAMED SIMILARLY. VERIFY WITH
ENGINEER/DETAILER FOR ALL OTHER CONDITIONS.
2) THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL
DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR Is
RESPONSISL.E FOR ALL ISRACING AND SHORING DURING CONSTRI,IGTION.
3.) ALL METHODS, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS
AS INDICATED IN THE BUILDING GENERAL STRUCTURAL NOTES AND THE PROJECT
SPECIFICATIONS.
4) AU. ITEMS NOTED D.O. (By OTHERS) INCLUDE INSTALLATION OF THE B.O. ITEMS.
;003 INTERNATIONAL BUILDING CODE W! OREGON AMENDMENTS (2004 OSSC)
1) GAUGE MATERIALS SHALL SE PoRMED FROM GALVANIZED AWN ASS3, GRADE 60, CLASS
STEEL FOR 12, 14, AND IQb GAUGE MATERIALS WITH A MINIMUM YIELD OF 50101 AND A5TM
A603, GRADE 33 FOR IS GAUGE AND LIGHTER WITH A MINIMUM YIELD OF 331ST. ALL
EXTERIOR MEMBERS SHALL BE GALVANIZED WITH A 060 (MM) COATING MEETING THE
REQUIREMENTS OF ASTM A525 UNLESS NOTED OTHERWISE.
2) ALL MEMBERS SHALL HAVE THE MINIMUM EFFECTIVE PHYSICAL AND STRUCTURAL
PROPERTIES 49 INDICATED IN THE 5511A .(STEEL STUD MANUFACTURERS ASSOCIATION)
I.CJS.O. ER- 4943P.
MIMEO
I.) ALL SCREWS REFERRED TO N THESE DRAWINGS FOR METAL TO METAL CONNECTIONS
SHALL BE AS FOLLOWS:
A) ALL 10 SCREWS NOTED IN THE DRAWINGS SHALL BE ZINC COATED AND
MANUPACTUREG BY GRAISBER, OR APPROVED EQUAL. 90 SCREWS SHALL BE
*10 -I6 SELF DRILLING •9 POINT SCREWS.
13.) ALL IPS SCREWS NOTED N THE DRAWINGS SHALL ME ZINC COATED AND
MANUFACTURED BY GRABBER, OR APPROVED EQUAL. oS SCR US SHALL SE
'S -IS SELF DRILLING #2 POINT SCREWS.
SCREW CONNECTIONS SHALL BE MADE FROM Tt•E LIGHTER MATERIAL To THE HEAVIER
UNLESS RARE- DRILLED HOLES EQUAL TO THE SCREW DIAMETER ARE PROVIDED IN THE
HEAVIER MATERIAL.
2) ALL SCREWS ERRED TO IN THESE DRAWINGS FOR METAL TO WOOD, OR WOOD TO WOOL
CONNECTIONS SHALL WAVE ROLLED THREADS AND THE FOLLOWING MIN. BENDING YIELD
STRENGTHS:
K6 SCREWS: 100,000 psi
THRU 0 9 SCREWS: S0 .000 pet
MO THRIJ 1 12 SCREWS: 00000 pal
8 14 SCREWS: 10000 pet
8026 SW Center Street ^ PC Box 59784 71gar , Oregon 97281 • Phonic ( 603) 920-2086 lime (603) 084 -3839
11/07/2006 21:50 5035708713 CPS CONSTRUCTION PAGE 04
SENT BY: NICOL! ENGINEERING; 503 884 3638; NOV-7-08 8 ;43PM; PAGE 4
■ Project: V,i,'w� Page;
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ENGINEERING, INC. Job No.: a In I Dote: II 1 tar
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9025 SW Center Street .- PO Box 23784 Tigard, Oregon 97281 • Phone: (503) 620 - 2086 • Fa: (503) 684 - 3638
11/07/2006 21:50 5035708713 CPS CONSTRUCTION PAGE 05
SENT 8V: NICOLI ENGINEERING; 503 684 3626; NOV -7 -06 8:44PM; PAGE 5
- - Project: �It�I3 ..w Page: L-
it Client: s i D
ENGINEERING, INC. Job No.: p U3 I Dote: -
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9025 SW Center Street - PO Gaut 23764 regard, Oregon 97281 • . Phone: (503) e20 -2086 • Fax (503) 084-3636
11/07/2006 21:50 5035708713 CPS CONSTRUCTION PAGE 06
SENT BY; NICOLI ENO!NEERING; 503 6134 3638; NOV -7.06 8 :44PM; PAGE 6
■ ■ Project: Vgizt fi 4 j • Client: BPS cc..NS'I (�✓c? (nl l Page: By. 5er
ENGINEERING, INC. Job No _ 0 3 Dote: 1; /7 Act"
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9025 SW Center Street - PO Box 287M Tiger). Oregon 97281 • Mow (500) 620-2060 • Fax (503) 684 -3636
11/07/2006 21:50 5035708713 CPS CONSTRUCTION PAGE 07
SENT BY: NICOLT ENGINEERING; 503 884 3636; NOV -7.08 8:44PM; PAGE 7
it! Nicoll Project: Yl; 1 ?�). _,.. Page:
Client: GPS CGNSIRvCtt oN BY -r
ENGINEERING, INC. Job No.: oblOSI Date: u l /log,
ALGUL- Al loNS f
1-t_
4 /5" S/5 6eif 17,1›, M 1 r! h = S ?sr-
A .{(t-L5 % 11,5) —
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11,5 14.41 droimmc,
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9025 SW Center Street - Po Box 23784 Terd Oregon 97281 • Phans (503) 820-2086 • Fax (503) 894.3636
11/07/2006 21:50 5035708713 CPS CONSTRUCTION PAGE 08
SENT BY: NICOL/ ENGINEERING; 503 884 3636; NOV -7 -06 8:44PM; PAGE 8/11
O
2001 North American specification
Project: Verizon Go Wireless Date: 11/6/06
Model: Soffit/Ceiling Joists
1 f j r .� . : p f'r d , I
::::,:!!..*:::...1: { "L 4 u W y 1{fn 1 f ! 1 ( U nIf Ld
} J
♦.7;; . i -,- ,;;; -11 .:: . :4„;• 1 ,.- _7� . : :. 1 . ,r lr -1 Fri. . 'fr.v, ,nz,. .. -_ - .r . . ' _1: _ _•• ibfit
f . ....
R1 R2
11,50 ft
Section ; 362S125-33 Single C Stud (X -X Ards) 2�'+ G G, Fy = 33.0 ksi
Maxo = 308.9 Ft.i.b Moment of inertia, 1 = 0.415 In^4 Va = 1023.6 lb
Loads have not been modified for strength checks
Loads have not been modified for deflection calculations
Flexural and Deflection Check
Mrnmr Mmax/ Mpos Bracing Ma(Brc) Mpoa1 Deflection
Spun Ft -Lb Marco Ft -Lb (In) . J Ft -Lb Me(Brc) (In) Ratio z
Center Span 99,2 0.323 99.2 Mid-Pt 212.3 0,467 0.193 1./716
Combined Bending and Wgb Crtonling
Reaction or Load Brng Pa Mmax Intr. Stiffen
Pt Load P(Ib) (in) (lb) (Ft-Lb) Value Retied ?
R1 34.5 1.00 165.2 0.0 0.25 No
R2 34.5 1.00 .165.2 0.0 0.25 No
cumbined Bandlno and Shear
Reaction or Vrnax Mmax Va intr. Intr.
Pt Load (lb) (ft-Lb) Factor VNa MIMa Unstlt en Stiffen
R1 34.5 0.0 1.00 0.03 0.00 0.00 NA
R2 34.5 0.0 1.00 0.03 ORO 0.00 NA
N % S p5r ( = °�� r'.
1
2�
•
11/07/2006 21:50 5035708713 CPS CONSTRUCTION PAGE 09
SENT BY: NIGOLI ENGINEERING; 503 6A4 3836; NOV -7 -06 8:44PM; PAGE 9111
k Project: i t _ ^ Page: 2.
Client: 8Y '501
ENGINEERING, INC. Job No.: e 4, 1,, 31 Dote; ' 1'- / oi
1,41 — r5Pi 12c - 'der• A5GE
MCE Ground Motion - Conterminous 48 States
Zip Code - 97223 Central Latitude 45.44033
Central Longitude = - 122.776223
Period MCE Sa
(sec) ( %9)
0.2 106.1 MCE Value of Ss, Site Class B
1:0 037.2 MCE Value of S1, Site Class B
Spectral Paraders for Site Class D
0.2 ( 114,EP Se = FaSs, Fa = 1.08
1.0 061.7 Sa r .FvS 1., Fv = 1.66
-;p 5 -2 �) VI, 1 0. /(0
p.., a r Lr a p Sps ICI r 1. i° 2 t - t. c�
P ( co 144.
rp _
(ar4i. = �.. 6 4- p 5T
. 1.0i 6 4 4)
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( 1'M D,1)(o142)4)(I ) 4- . 6.65 p5;- < 1 -a • per
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9026 SW Center S1reel - PO Box 23784 7lnerd Oregon 97281 • Phan (503) 620 Fax ) 684-3636 .m.—_
11/07/2006 21:50 5035708713 CPS CONSTRUCTION PAGE 10
SENT'BY: NICOLI ENGINEERING; 503 664 3636; NOV -7 -06 A:45PM; PAGE 10/11
1 • Project: l f Zvp _. Page: c
1 ci�ent: $ (.GN57.2 uG 104 BY:
ENGINEERING, INC, Job No.: ob to 3
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awe Slredt - PO Box 23?84 ba d , Crejon 97281 • Phone: (503) 620 -2086 " Far (503) 684-3636 -~
11/07/2006 21:50 5035708713 CPS CONSTRUCTION PAGE 11
SENT BY: NICOLI ENGINEERING; 503 884 3636; NOV -7.06 8:45PM; PAGE 11/11
` Ni co H Project: vEg 12,1) Page: r
Client; GP5 co.) ?wGT6gf By Or
ENGINEERING, INC. Job No.: (4103/ _ Dote: II N42
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sass sw Center Street - Po Box 23784 "Vera Oregon 97281 • Phony ( 820-2088 • Fax: (3) 884 -3838