Report (47) Site Address: fSV7�
Building Division
jig Deferred Submittal Transmittal Letter
TO: DATE RECEIVED:
DEPT: BUILDING DIVISION
FROM: e*? G e,11 6� OCT 9 2013
COMPANY: l.atrsZru[� ,"a►� 061Y
PHONE. :)d_� — �' �� 7 7 �'°11a11 -
RE: 3L) 6gA-i-t .4 yrf T,44tly( 02 -Ao13 - !:)o 65
(irtermcct__�—'3 ^ �( e�mi(J ase um er)
(Project �lSr. 1-� Ly►tlaawn��j�C.��t!`
name orrlubaivlsion name and lot num erg
Valuation of Deferred Submittal: $
ATTACHED IS THE FOLLOWING DEFERRED SUBMITTAL ITEM:
Copies: Description:
I S„b.«r 44/ o, 089y13_-_04 - Ccc�'�a:r•. Gdc� �� _. _ . . -
Remarks:
NOTE: Documents for deferred submittal items shall be submitted to the registered design professional in
responsible charge who shall review them and forward them to the building official with a notation indicating that
the deferred submittal documents have been reviewed and been found to be in general conformance to the design of
the building. The deferred submittal items shall not be installed until the design and submittal documents have been
approved by the building official. Oregon Sit-uctural Specialty Code Section /06.3.4.2
FOR OFFICE USE ONLY
Routed to Permit Technician: Date: Initials:
Fees Due: I Ll Yes I El No Fee Description: Amount Due:
Deferred Submittal Fee: $
Additional fee based on valuation: $
Other: $
Total Fees Due: $
Special
Instructions:
Re Tint Permit (per PE): El Yes No Done
Applicant Notified: Date: Initials:
The fee for processing and reviewing deferred plan submittal shall be an amount equal to 65% of the building based
on the valuation 01'111C particular portion or portions of the project with a minimum $200.00 fee. This fee is in
addition to the proJect plan review fee based on the axal project value.
1:13uilJins\Furms\'Il:utsminallaucr-DefrJSubnnLJtu 04/04/07
RHCONSTRUM
N
SUBMITTAL COVER SHEET
To: Drew Rocker From: Mitchell Nicholson
Ankrom Moisan Associated Architects PC R&H Construction Co.
6720 SW Macadam#100 1530 SW Taylor Street
Portland, OR 97219 Portland, OR 97205
Project: 5743.700. -St.Anthony Community Center
Submittal No. 084413-04 -- Curtain Wall - Design Data
Specification Section: 084413-084413-Glazed Aluminum Curtain Wall-Design Data
Subcontractor/Supplier: Lindquist Glass
Quantity Sent:
Revision No.: 0
Return to R&H by: 10/09/2013
Comments:
Item Description R&H Review Status Notes
1 084413-Glazed Aluminum Curtain Wall- No Exceptions Taken
Design Data
-------- --- - -------- - .......... ..... ----.-.............. .... .. ..............
t
REVIEW IS ONLY TO VERIFY GENERAL CONFORMANCE DELEGATED-DESIGN COMPONENT REVIEW
AND COMPLIANCE WITH THE DESIGN CONCEPT AND No exception taken _Make corrections noted
CONTRACT DOCUMENTS. SUBCONTRACTOR OR p
SUPPLIER IS RESPONSIBLE FOR DIMENSIONS,ERRORS _Rejected Revise and resubmit
AND OMISSIONS IN THESE DRAWINGS OR LISTS WHICH
HE SHALL CONFIRM AND CORRELATE AT THE JOBSITE Submit specified ftem
WITH HIS WORK OR FABRICATION AND WITH THAT OF �—
OTHER TRADES AFFECTED BY HIS WORK HE SHALL BE ,Reviewed for Compatibility With the design Of the building
RESPONSIBLE FOR ANY DEVIATION FROM THE Review to determine whether systems, materials, or equipment are
CONTRACT DOCUMENTS OR THESE DRAWINGS OR designed in conformance with the performance and design criteria and
LISTS UNLESS HE HAS OBTAINED WRITTEN APPROVAL the design concept expressed in the Contract Documents.The Architect's
TO DO SO,AND SHALL BE RESPONSIBLE FOR THE review is not performed for the purpose of determining the adequacy,
SATISFACTORY COMPLETION OF HIS WORK accuracy and completeness of the services, certifications, or approvals
performed by delegated-design professionals.
R&H Construct* CO. The Architect relies upon the adequacy, accuracy and complete-
ness of the services, certifications, or approvals performed by
By: i`�'/r/r clele ted-d#' n r � ionals.
Date: 09/30/2013 10:35:51 AM gv. DelpeIF IUD
Ank; m Moisan Associated Architects, Ino.
R&H(onstru(lion(o.
1530 SW Taylor Street Portland,OR 97205/TEL:503.228.7177/FAX:503.224-3638/www.rh(onsi.com
09 Controdors Registration No.38304//WA State license No.RKON"1941`0 H(A(SLA No.8S2583
Design Criteria: 2010 ( SSC Alternate All-Heights Method
•� 95 MPH (3 Second Gust)
Exposure B
` 1W=1.00
�J
Mean Roof Height= 25 feet at Auditorium
19 feet elsewhere
101,
Window System: OLDCASTLENISTAWALL
Storefront: FG-3000 2" X 4.5" '
Curtainwall: CW-250 2.5"X 6"
StrenjIth Criteria: Fb =Fn✓ny=25,000/1.65 = 15,152 psi for 6063 T6 Aluminum
Deflection Criteria: L/175 for Spans 5 13.5 feet
L/240 + t/4" for Spans> 13.5 feet
Seismic Drift Criteria: ASCE 7-05, Section 13.5.9
Z�vCTURq
IPN �Fssi
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'cps
OREGON h
A C pN ,I o
ARES: 12 I g'�� s
James G. Pierson, Inc. Project ST. ANTHONY COMM. CENTER Job no.
Consulting Structural Engineers eocafl00 Date
610 SW Alder,Suite 918 Portland,Oregon 97205 TIGARD, OREGON 09/18/2013
T: 530-226-1286 F: 503-226-3130 client sheet no.
jgpierson.com LINDQUIST GLASS 1
z ol��- � E.X.t;=��� 'z'; ld + �orr! c,��l i� ��-ff�L� �� �::�-►,�G�
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-�7
'1A A 4- - C, t...
Projea job ILO.
James G. Pierson, Inc. S,
fixation
Consulting Structural Engineers Ustir
320 SAVStark,Suite 535 Portland,Ureon 9720 4 '
Tel: (503) 226-1286 Rm (503) 226-3130 Client sn«�„�. 2
�1
SIMPLE-SPAN UNIFORMLY-LOADED MULLION ANALYSIS FOR WIND LOADING
Project St AM"
Client:Undquisl Glass W
VAM 141 .12009180 AMmab A6N19MS Mr6g0 //fi r ry
vP6 v.rl Fun a.lm 1 Enter Basie Wind Speed 95 mph Enter Importance Factor,1, 1.14 Pressure.4'0002V' 23.1 poll
VlN+x4a FaSzes 1
A 1211 2.154 Gale Enter Exposure I B Enter K6 per ASCE Fig.6-4 1 Table 1609,62(1) \ v
vlwrsaa F61t56 w
e 32u Fa« t.e3 t.ir Enter Mean Roof Height 19.011 K,10.615 (ASCE 744 Table 8-3)
C Vhbbal FOJ155 301 1.573
D ✓•1.11711 CW-01 5.00 1955
E Vkiu a FW3P0 2322 09u
P 0 0
awn twgln
11 M.W. R Yur9on EV
1lutivo N101Nr1 Roel St111 RNM.
pro L91 Tr W.VAdIh 010.5411 0.estbnN) (1n) 9n1 Ilnl IDnhe111No YYM6 b+d TYw 6..e1nlJmlr lin) a.F..m1 YommcMON 010 Ar lei PnYlwd ism) 1wrImn,i) S-0
YI 9600 37.35 300 77.00 51.0 3513 5 ISO 7010 9 0324 Ob0 OK NO R1W. 72741. NO
EF2200 saw 4500 "To 4 1609 549 A ooze olls YES 0.112 l3 "i NO RB.114-K2-N Xi2c'
IIF3 1010 000 300 1p35 Il0 2391 5 1622 1.75 E 0.109 Obl OK Ne R4 W. I]Olp. NO
aF4 67.63 bei 2.00 2300 .31 2011 1825 545 A Goes 0366 OK Ne R.W ]e091 NO
123.13 N0 200 7200 1311 5311 1 1597 160 C 0643 Old OK Ne A... 8164p. NO •.3155
a�m_ 123.13 2700 200 Sam 1351 37.s6 4 ITS IS.II 535 A 0,143 OTd YE8 OdlIna" NO Ner D111-1155401*1,OK
N EFS 710 000 200 U25 290 1474 4 170 law 326 A 00`580409 OK NO RFN. 2801. NO
BFII 2]63 1000 200 1000 12.00 1.9) 1 100 18.1, I 00 A 0000 0.135 ON NS RFN. 111. NO
�j SFI1 230 low 2.00 low 1200 191 1 110 161, 092 A 0000 0125 OK NORFW. T11Y NO
N BPl! 230 1001 200 100 1200 19) 130 161, 120 A 0900 0,1]5 ON NO RFN. SSV. MO
SF1S no 1000 SW 1000 1200 IBI 4 130 161, 126 A 0000 O.IX OK No RFN. 921. NO
NOTES:
1.Wino pressures are calculated wing the 2009 IBC Alternate AIFHeighte Method
2.Wind pres6ure fm vertical member analysis is reduced using the effective vend area,as de0ned in ASCE 7 Chapter 8,for earn condition
3 Wild pressure for use in determining reactions,was reduce based an the actual tributary area at reaction point
3
Mulloni 19-R BR1g HI
.y
SIMPLE-SPAN UNIFORMLY-LOADED MULLION REACTIONS
Project St Anthony
Client lindqugt Gabs �__
DS Mph �ntal Imponunee actor,1„ 1.13 ressure.q,= 2 V'= 23.1 psl lame G.PiInc.
B n er K.per ID.6=17— i able (11
1D.OttI 1,105ib (ASC able
Connaalion A"— Poahlaa NpaWa Poaetva
Sean Wrpth Wh Uta Mu1Wn Rlahl Wa T16.WMt11 haawra Cor u,,,,Vr OorlrlFCUan
Vi1n691Y Pr-ma Tilpa-ry Maa ::It: =1 Ma,ODalaJ, llaa0Da1-52 S,II Wlallt 3111DH-11} Comment
(In) lin) Wdth(In) (In) (I.) Zona IDI) vaPml PIa-awa Prul (&-) Dba
n(.4 (P-D )
n SP1 9600 2225 200 7200 5163 5 17.6 71.6 163 382 2a6 115 10'6 66
5" IIS 63 tam I.W 5600 -500 - 166 12.1 163 JK 319 115 b6
SFJ 1010 am 2.00 1925 1'" S -,I 21.9 163 W 67 15 65
aF- 62.63 5663 200 2a 00 431 10- 116 163 165 170 25 a'6
a SFSD—Pau 123.13 Kai 2W 7200 Qat : 266 17.7 162 -1- 435 2.'5 08
50`5.0 n 12313 27W 2W W.3 -341 167 1 12.7 163 3. 303 213 616
SF3 71W OW 2W 3325 2962 - T. 17.5 1113 131 120 tri 2.S
8F13Z3Q IOW 2.
'DW I2W - 10 SO 50 S S 716 6'6
S SF1- 230 lOW 2W 10L0 12W - 10 50 SO S S try .0
N SF1S
230300 2W 10m 12W - 10 S0, 11
SO S
$P16 »Q lam 2W to 17W 10 s0 50 5 3 115 7A
Conneclion-18D
4
SIMPLE-SPAN UNIFORMLY-LOADED MULLION ANALYSIS FOR WIND LOADING
Project:St.Anthony
Client:Undquist Glass
VhM piswn pr 2003180 Aaimab A6NiyNi WOb4 ir ••
ypi 4n w I I.(m.l, S.u.1Enter Basic Wind Speed 95 mph JEnter Importance Factor.1. 11.13ressure.q,= 27.1 Pill I
A --\-
www.tlfG7:e7..
7044 2.+3/ D.ele Enter Exposure B Enter Kn per ASCE Flg.6.4 1 IT...
1609.6.211)
ViN4vatl fG7156 xr
s .32 F1N x as +.n Enter Mean Roof Height 25.0(1 K.10.665 (ASCE 715 Table 6J)
C Vh IIFG3150 75M 1.572
D Vn 4CW41 59/6 1.955
9 Yhru-itl FG3280 2222 0914
F 0 C
ftfd YAneer Frinli Epanlmpin
nu. VAmn Ri9I Lei T..WMN Eni Ho Fn„v� P � Wn WbM loa6 Mullion �p DtMclbn Maic.an E� 4 R RNM.
1e11 Ont in) IM) I.) Area. Lni P-IMI) P-I.n IFan) 7ypi um4(in) aa<-? Irlirtla In (FY) w 46.r Caum.Ma,AOldarul C4ku.tbn,&e,
CW+ 17100 000 2.50 Mce 2950 69,20 5 2350 17.1/ /67 D 0.903 0911OK Ne Rita. "551111 NO
CV4 17700 000 2.So /200 27.50 69.20 4 187 11.1/ 313 D 0.599 0011 OK ..R.W. 5041MI NO
N CAO 17700 37.50 250 5375 59.17 7fA3 Ia.i 17.12 767 D 1.503 0971 YE6 1.120 t466Tptl NO C/X/1%120'
W4
C173W 775 2.50 33W /7.17 6920 4 +87 17.1/ 6.12 D 1201 0971 YES 0465 11713po NO C4X45X 130•
we 12563 W67 200 720 /697 /060 4 190 11.78 0.14 A 0925 0.116 YEB 021/ mIfMi NO F.B.111 X 2.11CX 12W
517 131.67 72.00 2.00 17.25 .60 4262 4 180 17.36 6.14 C Gena 0.752 OK No Ft w. 0455041 NO .31M
SFO 11.63 0.00 210 ori 230 11.65 4 192 17.05 116 A 0150 0409 OK N6 RAW. 2/75011 NO
BF10 1ri67 000 2.00 31.23 37.0 765] 4 190 11/3 765 A 05/9 0.716 OK NO RAW. 0796 NO
N EFII lriO3 0 D 200 .23 2367 36.52 / 190 174] 3.12 A OA70 0716 M ..RAW. 1331, NO
6F170VTER 9057 171.87 2563 200 72.00 55001 46.1! 108 17.71 alis C 0.737 1 0753 1 OK I No RiYtl. I 9186p1 I NO •.3155
aF1I1NNER POST 1 67 72W 200 1/00 I 45W 41.13 / 1 Ille 17.38 1 5,113 C 1 0633 1 0.752 1 OK I No WW. I 6166041 INO
NOTES'
1.Wind pressures are calculated using me 200918C Alternate AlWeighls Method
2.Wind pressure for vertical member analysis Is reduced using the effective wrid area.as dermed In ASCE 7 Chapter 6.for each condition,
3,Wind pressure for use M determining reactbns was reduce based on the actual tnlwtary area at reaction point
5
Mullions 256 Bldg HI
.I
SIMPLE-SPAN UNIFORMLY-LOADED MULLION REACTIONS
Proj.m st AnUony
Client L9bquist Glass
95mph Entor Importance rector.1. 1 1,15 Pressure,q,-0.00258V= 23.1 ps
6 jEnlef no per 10•04 Table 1809.5.2(1) l+ma l:.1'ierwl.Inc.
25.0f1 ,0685 I(ASCF.1.05able
C.m.cllan —'
Span L-oh mu. MuObn Alert lit. T+Ib.WI11e1 Pr.•+u. alvxl•I C311r1•clbn ft O the PWUr1
WSntlaw Tome TIb,,tM M.1 CaurnbnA. e.+cibn R.Mbn IIaM 0.10001 1Mu1 d1sI T dII1 0U3 1 SA dta0 2 Camrre
IW /lnl YOWh(Ib IMI (M1 Zane Tell aul vnM lwll N.•.uePm1 1lb•
m5 1 Oe•1
culn m00 000 250 sl 000 29 So S v.T 275 is IIT 312 IVT 2117
Cwt 17300 000 2 S 1200 23 s0 1 141 192 170 221 210 IVT 210
a cwl 1n 00 57.So 250 6525 59.13 I 353 90 111 we alp IVT 210
c'm 11300 MIS 2.50 3350 0..0 1 233 19.1 17.5 Sm 130 107 210
3R9 125.ro Sero 200 7287 .003 I 203 roe 17e no 757 t,s as
9F7 131.0 n00 200 17.25 bro I 21.3 192 is 1()S 374 215 as
am 7167 000 200 1325 1 2361 1 1 59 I 193 1111 113 td 115 T3
SF101250.00 2 51.23 21.ro 1 12.0 192 17,7 212 217 115 as
N 8RI1 1256]ro 000 20000 1323 2]e] I 103 193 tT,T 1N fat 213 as
SFt20U7E(1 P00 131007 2543 200 nA0 SO et 1 232 IB1 1TB III 10e 113 003
5RI21NNEA POST 131.W 1200 200 tlpp 1500 1 me 1B7 ITe ]91 381 US be
Connect-2511
6
St . Anthony
Cbeam 2005
Jams G.pienon,Inc.
!7) 9/17/2013 12:02 File: CW Reinf I.cbm
Curtainwall Reinforcing
By: BC
a
Beam Results
Max. Span Deflection = -0.8655" (Span 2, 0 30.0011)
Max. Positive Moment(1) = 25243"4 (Span 3, a 0.00")
Max. Positive Moment(2) = 28694"8 (Span 2, 8 30.0011)
ao
Member Information
Span L(in) I(in^4) S(in"3) E(psi) Reinf-1 Reinf-E
1 56.500 5.946 1.995 1.0e+007
2 60.000 5.946 1.995 1.0e+007 3.650 2.9e+007
3 56.500 5.946 1.995 1.0e+007
Distributed Load Information
Span Wl(N/in) W2 Win) X1(in) X2(in)
1 7.670 7.670 0.000 56.500
2 7.670 7.670 0.000 60.000
3 7.670 7.670 0.000 56.500 er
�t
v toll
Joints Free to Displace
Free Joints - 2 3
Support Reactions
Joint Pounds
1 663
4 663
C'
a
Maximum distributed load value
shown only, see distributed load
table for detailed information.
1 7
OrWen by Gbea"n V V=J5
St . Anthony
Jags Q pitmN Inc.+ Cbeam 2005
KI '•.� Sf 9/17/2013 12:02 File: CW Reinf I .abm
Span No. 1
O.00L O.lOL 0.20L 0.30L 0.40L 0.50L 0.60L 0.70L 0.80L 0.90L 1.00L
Location 0.00 5.65 11.30 16.95 22.60 28.25 33.90 39.55 45.20 50.85 56.50
Shear 663.46 620.12 576.78 533.45 490.11 446.78 403.44 360.11 316.77 273.44 230.10
Moment 0.0 3626.1 7007.4 10143.8 13035.3 15682.0 18083.9 20240.9 22153.1 23820.4 25242.9
Defl. 0.0000 -0.1066 -0.2113 -0.3123 -0.4078 -0.4963 -0.5764 -0.6468 -0.7064 -0.7540 -0.7889
Stress 0.0 1817.6 3512.5 5084.6 6534.0 7860.7 9064.6 10145.8 11104.3 11940.1 12653.1
Span No. 2
O.00L 0.10L 0.20L 0.30L 0.40L 0.50L 0.60L 0.70L 0.80L 0.90L 1.00L
Location 0.00 6.00 12.00 18.00 24.00 30.00 36.00 42.00 48.00 54.00 60.00
Shear 230.10 184.08 138.06 92.04 46.02 0.00 -46.02 -92.04 -138.06 -184.08 -230.10
Moment 25242.9 26485.5 27451.9 28142.2 28556.4 28694.4 28556.4 28142.2 27451.9 26485.5 25242.9
Defl. -0.7889 -0.8161 -0.8376 -0.8530 -0.8624 -0.8655 -0.8624 -0.8530 -0.8376 -0.8161 -0.7889
Stress 12653.1 13275.9 13760.3 14106.4 14314.0 14383.2 14314.0 14106.4 13760.3 13275.9 12653.1
Span No. 3
O.00L OJOL 0.20L 0.30L 0.40L 0.50L 0.60L 0.70L 0.80L 0.90L 1.001,
Location 0.00 5.65 11.30 16.95 22.60 28.25 33.90 39.55 45.20 50.85 56.50
Shear -230.10 -273.44 -316.77 -360.11 -403.44 -446.78 -490.11 -533.45 -576.78 -620.12 -663.46
Moment 25242.9 23820.4 22153.1 20240.9 18083.9 15682.0 13035.3 10143.8 7007.4 3626.1 -0.0
Defl. -0.7889 -0.7540 -0.7064 -0.6468 -0.5764 -0.4963 -0.4078 -0.3123 -0.2113 -0.1066 0.0000
Stress 12653.1 11940.1 11104.3 10145.8 9064.6 7860.7 6534.0 5084.6 3512.5 1817.6 -0.0
For questions on Cbeam, a Windows-based program, contact:
MCALSOFT LLC. www.mcalsoft.com
Ph (214) 217-2400 Paz (914) 917-9439
Email: software@mcalsoft.com
Driven by Cbedm V V2005 2 8
2
r em
01
4-1 Oy
q��l�—pl y, �,..,� 's Tk-fvw�
Project Jot,no.
James G. Pierson, Inc.
Consulting Structural Enoncers Date
tax:uinn
320 SM.Stud:,Suite 335 Portland,Orepm 9i2U '� �' —' ( 1 i0 :�
Client 5hnanb.
Tel: (503) 226-1286 fax: (503) 226-31;311
a 9
RH
R&H(ONSTRUGION
SUBMITTAL COVER SHEET
To: Drew Rocker From: Mitchell Nicholson
Ankrom Moisan Associated Architects PC R&H Construction Co.
6720 SW Macadam#100 1530 SW Taylor Street
Portland, OR 97219 Portland, OR 97205
Project: 5743.700.-St.Anthony Community Center
Submittal No. 084413-02 -- Curtain Wall - Shop Drawing
Specification Section: 084413-084413-Glazed Aluminum Curtain Wall-Shop Drawings
Subcontractor/Supplier: Lindquist Glass
Quantity Sent:
Revision No.: 0
Return to R&H by: 10/09/2013
Comments:
Item Description R&H Review Status Notes
1 084413-Glazed Aluminum Curtain Wall- No Exceptions Taken
Shop Drawings
.... ................... ................. ... ......... .......... .. . ......... .................. .......... ... ..
REVIEW IS ONLY TO VERIFY GENERAL CONFORMANCE DELEGATED-DESIGN COMPONENT REVIEW
AND COMPLIANCE WITH THE DESIGN CONCEPT AND
CONTRACT DOCUMENTS. SUBCONTRACTOR OR _No exception taken Make corrections noted
SUPPLIER IS RESPONSIBLE FOR DIMENSIONS,ERRORS Rejected ,Revise and resubmit
AND OMISSIONS IN THESE DRAWINGS OR LISTS WHICH '
HE SHALL CONFIRM AND CORRELATE AT THE JOBSITE
WITH HIS WORK OR FABRICATION AND WITH THAT OF Submit specNied item
OTHER TRADES AFFECTED BY HIS WORK HE SHALL BE Reviewed for compatibility with the design of the budding
RESPONSIBLE FOR ANY DEVIATION FROM THE --
CONTRACT DOCUMENTS OR THESE DRAWINGS OR Review to determine whether Systems, materials, or equ►pment are
LISTS UNLESS HE HAS OBTAINED WRITTEN APPROVAL designed in conformance with the performance and design criteria and
the design concept expressed in the Contract Documents.The Architect's
TO DO SO,AND SHALL BE RESPONSIBLE FOR THE review is not performed for the purpose of determining the adequacy,
SATISFACTORY COMPLETION OF HIS WORK accuracy and completeness of the services, certifications, or approvals
performed by delegated-design proteasionei%
R&H Construe/tion Co. The Architect relies upon the adequacy, accuracy and complete-
��V ness of the services, certifications. or approvals performed by
BY deleg ed-desi n profeWi is.
bmu
Date: 09/30/2013 9:12:58 AM Ankrom orsan Associated Architects,trio. Oat4 �•
R&H(onstru(tion(o.
1530 SW Taylor Streel Portland,OR 91205/TEL503-228.1177/FAX:503-224.3638/www.rhconsI.(om
OR(ontradon Registiatiou No.38304//WA State lionise No.RH(ON"194PO//(A(SLB No.852583