Report (11) ?-JA? 1 is— =cu. OFFICE COPY
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LETTER OF TRANSMITTAL
. ehCAMPBELL DEVELOPMENT
23026 N 16th Ln,Ste 101 • Phoenix,AZ 85027 DATE 3/20/2019
Phone:623.434.8500 • Fax:623.434.9020
www.campbefl-development.com JOB# 611-16
JOB NAME : StorQuest Tigard
TO:
City of Tigard
Community Development
13125 SW Hall Blvd. EC IV ED SENDING:
Tigard OR, 97223 �✓ 1/ Metal Canopies and Louvers Brackets
RE: MAR 2 0 2019 Deferred Submittal
StorQuest Tigard CITY OF TIGARD Submittal Transmittal Number: 51
12800 SW Pacific Highway BUILDING DIVISION Section Number:
Tigard, OR 97223 At i gyp. 7€cm.►l A-P2E''l 170ae I
We are sending you:
COPIES DATE No. DESCRIPTION
Dpies / 12 p 20-Mar 51 Deferred Submittal
C CAMPBELL DEVELOPMENT L
REVIEWED
0 REVIEWED AS NOTED
0 REVISE AND RESUBMIT p
By: itice Azzavako
Remarks: Date: 3/20/19
Thank you,
Vince Parravano
Campbell Development
KIWI II CONSTRUCTION 2/28119 3/19/19
28177 KELLER ROAD
MURRIET3 A,CA 92563
(877)465-4942
(951)301-8975
(951)301-40%FAX
ATTN:ART LEON
STRUCTURAL CALCULATIONS FOR
STORQUEST CANOPIES
12740 S.W. PACIFIC AVE.
Tigard, OR 97223
a
DESIGN LOADS(PER"201T'1130,2014 OSSC):
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CANOPY FRAMING SUPPORTS BASED ON CALCULATIONS BY
NORDLING STRUCTURALENGINEERS DATED JAN 2019 AND
SHOP DRAWINGS BY PIKEAWNING CO, r
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CHECK BENDING IMPOSED ON STUDS FROM 36"CANOPIES: M:= 518•FT•LB V:= 552•LB
CHECK COUPLE OF#12 SCREWS 6"APART
Mali:= 619•LB•4.6.IN Mall= 1238.FT•LB > M = 518•FT•LB
Vail := 619•LB•3 Vail= 1857 LB > V - 552 LB CENTER SCREWS,
M2 := V.9.5•IN M2=437-FT•LB
Mtot:= M M2 Mtot=955•FT•LB
CHECK SECTION MODULUS OF 1/8"PLATE
(8•IN)2•.125•IN 3
Sx:= Sx= 1.333 IN
6
Ma:= Sx•36000•PSI..6 Ma =2400.FT•LB > Mtot=955•FT•LB
CHECK SCREWS FOR RESISTING MOMENT
Valls:= 619,LB
Mr Valls 4.6.1N Mr= 1238•FT•LB
CAPACITY OF 6"X16 GAGE STUDS Sxstud:= 1.155.IN3
3
Malls:- Sxstud•33000•PSI Malls=3176.25•FT•LB >> Mtot=955 FT LB
CHECK SHEAR ON BOLTS: NOTE THERE ARE TWO PAIRS OF BOLTS AT 10 ETON CENTER,WORST CASE
Mtot..5
V:= V= 1041.818 LB THEREFORE USE 1/2"BOLTS Vali:= 1963•LB
5.5•IN
CHECK PLATE BENDING ON ANGLES:
M•.5
T:= T=565.091 LB
5.5•IN
(
M :=T.1.5•IN M=847.636 IN LB
2 IN (.375•IN)2 3
Sx:= 6 Sx=0.0471N
Mallp:= Sx•36000•PSl•.6 Map= 1012.5 IN-LB > M = 847.636 IN-LB
THEREFORE USE 3"X3"X3/8"ANGLES
DETAILS 1 THRU 5
CHECK FOR BASE CONNECTION AT 5 FT CANOPIES WITH TIE BACKS: V:= 1296•LB
M := V•9.5•IN M= 1026•FT.LB
'• 1
CHECK SCREWS FOR RESISTING MOMENT
Valls := 619•LB
Mr:= Valls 4 6 IN Mr= 1238•FT•LB
FOUR CENTER SCREWS TO RESIST DIRECT SHEAR
CHECK DOUBLE STUDS FOR MOMENT DUE 1O LATERAL LOAD: M := 4720•FT.LB PERATTACHED
Mall := 1.155.1N3.2.33000 PSI Mall=6352.5•FT•LB > M - 4720•FT•LB
DESIGN FOR 11E BACKS:
PER DETAIL TWO PLATES ARE TO BE USED TO DIREUILY RESIST LOADS
PER LOADING GIVEN T:= .1 37192 + 18952•LB T=4173.965 LB
Tall:= 619.LB•12 Tall =7428 LB > T=4173.965 LB OK
DETAILS 6 AND 7
CHECK FOR BASE CONNECTION AT 5 FT CANOPIES WITH TIE BACKS: V:= 1296•LB
M := V•10.75•IN M= 1161•FT•LB
CHECK WELD FOR RESISTING MOMENT
Vallw:= 900•LB PER 1/16"OF WELD THICKNESS
IN
Mr:= Vallw•2.4.1N•4.8.1N Mr= 19200 FT•LB
VERTICAL WELD TO RESIST SHEAR
W40X 168 WITH.65"WEB OK BY OBSERVATION
BOLTED CONNECTIONS OK PER PREVIOUS ANALYSIS,NOTE ALSO AT THIS LOCATION ONLY 3 FT
CANOPY WIDTH THEREFORE IMPOSED LOADS WILL BE LESS
DETAILS SAND 9
CHECK FOR BASE CONNECTION AT 5 FT CANOPIES WITH TIE BACKS AT MASONRY: V:= 1296-LB
M:= V-TIN M=756•FT-LB
CHECK KB3 ANCHORS:
Tallk:= 724.LB
Mr:= Tallk•8.IN.2 Mr=965.333•FT•LB > M = 756 FT•LB OK
SHEAR TO BE RESISTED BY ANCHORS IN COMPRESSION
Val lk:= 1853 LB PER ANCHOR OK
2" TIE BACK
k �
BOLT BY CANOPY SUPPLIER
-11111111111
It•I1.11
3/16" TIE BACK PLATE
(fit) #12 SCREWS
EXTERIOR SIDING PER PLATE
-STUDS AS SHOWN
' 3
CANODY TI= BAC< CON\ . TO WALL 2
WALL STUD
PLATE MAY BE TRIMMED AS SHOWN
TO REDUCE PENETRATION SIZE
3/16" PLATE
AVM 2
(12)#12 SCREWS
SECTIO\ AT CORN. TO WALL, TIE-BAC< 1
•
12"
9.5" MAX
/ / 2" INSUL. SIDING
z7,--7/8" HAT SECTION
1/2"ø BOLT
BACK TUBE OF CANOPY
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—0 ell
BOLT BY CANOPY PROVIDER
3"X3"X3/8" ANGLE
(124#12 SCREWS
- 1" RIGID INSUL.
36" AND 60" CANOPY
SECTION AT CO\R. TO WALL 3
8"
BACK OF CANOPY / / 3"X3"X$" ANGLE
f 113--` �-
1.1
1/2"O BOLT
16}' PLATE
1
to-
-(12) #12 SCREWS
EXTERIOR SIDING - PER PLATE
- C STUD SHOWN
t 8
7
F -
36" AND 60" CANOPY
CANO'DY BACK CO\ N. TO WALL 4
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2" INSUL. PANEL _
2" TIE BACK
7/8" HAT
�! /7BOLT BY CANOPY SUPPLIER
l/8 INSUL. -- r!.
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1
8„ 6„
(3) " ANCHORS
r, AS SHOWN, 2" MIN. EMB.
STUDS AS SHOWN
f $
CA\OPY T1= BACK CON\. TO WALL 5
36" CANOPY
8"
BACK OF CANOPY / / 3"X3"X$" ANGLE
2" METAL PANEL
7/8" HAT
1 " INSUL.EDGE OF W4O
WEB OF W40 -\ 3/16" PLATE
3/16" PLATE
1/8" SHIM
4>
TS4X2X1/4 1/2" STIFFENER
4 PLACES
1/8 SEE DETAIL 7 FOR
HORIZONTAL WELD
LOCATONS
DLA\ VIEW AT W40X167 6
g >, 36" CANOPY
516
2" INSUL. SIDING
W40 WEB
7/8" HAT SECTION
1/2”0 BOLT
BACK TUBE OF CANOPY
SIN
Co Co
00
BOLT BY CANOPY PROVIDER
3"X3"X3/8" ANGLE
1/2" WEB STIFF. -
1/8 1 " RIGID INSUL.
EX. ( 4 SEE DETAIL 6 FOR
1/8 VERTICAL WELD
LOCATONS
SECTIO \ AT CO\N. TO WLOx 167 7
60" CANOPY
BACK OF CANOPY 8IUD AM!
, 3"X3"4" ANGLE
•
_ 111111 2" METAL PANEL
•� • :� 7/8" HAT
I�, 1 " INSUL.
CN 0 .
FACE OF
DEAN VIEW AT CV „ WALL 8
60" CANOPY
2" INSUL. SIDING
CMU WALL
7/8" HAT SECTION
I 1
. 1/2 0 BOLT
BACK TUBE OF CANOPY
,
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1.11WriIII BOLT BY CANOPY PROVIDER
39X3"X3/8" ANGLE
u 1" RIGID INSUL.
SECTION AT CO \\. TO CV _ 9
Idadd4.0,44ddl."*110 d 441,14A.•
3"x3"x16 ANGLE
W/(2) 3/8" KB-TZ ANCHORS
7 2" INSUL. SIDING
7/8" HAT SECTION
Y /Mk _ 1/2"0 BOLT
1. 1.
BACK TUBE OF CANOPY
NN
�-IN
(2)#12 SCREWS 1/8 "'
11
'C' 4"X16 GA.
BO"LT"BYX3/8CA"NOPYANGLE PROVIDER
BRACE + "
3X3
3/16" PLATE V 10.- 3/16" PLATE/BRACKET
67» FULL LENGTH
8
W16 BEAM 1" RIGID INSUL\ ONE SIDE
1/8
S-CT 0\ AT CO\\. TO W16 10
60" CANOPY
BACK OF CANOPY
/
8'' / 3"X3"X " ANGLE
2" METAL PANEL
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1111111M 7/8" HAT
1"
=�` FACE OF CMUwirdi INSUL.
LIMMELMIMINWAIMMEMMEMM
6" TUBE
DL_AN VIEW AT TJ3ES 11
LETTER OF TRANSMITTAL
CAIN PBRIL DEVELOPMENT
23026 N 16th Ln,Ste 101 • Phoenix,AZ 85027 DATE 3/20/2019
114111111, Phone:623.434.8500 • Fax:623.434.9020
www.campbell-development.com JOB# 611-16
JOB NAME : StorQuest Tigard
TO:
City of Tigard
Community Development
13125 SW Hall Blvd. SENDING:
Tigard OR, 97223 Metal Canopies and Louvers
RE: Deferred Submittal
StorQuest Tigard Submittal Transmittal Number: 51-2
12800 SW Pacific Highway Section Number:
Tigard, OR 97223
We are sending you:
COPIES DATE No. DESCRIPTION
opies / 26 K 20-Mar 51-2 Deferred Submittal
CAMPBELL DEVELOPMENT
REVIEWED
❑ REVIEWED AS NOTED
0 REVIISE AND RESUBMIT p
By: iisc¢ gazzaUalso
Remarks: Date: 3/20/19
—11
Thank you,
Vince Parravano
Campbell Development
„ ,
SOUTHEAST METAL CANOPY
PLAN VIEW
POWDER COAT RAL 3000 FLAME RED
/ 57' 0”
/ 13' 6" / 20'O" / 23' 6" /
3 0I_ 3'O"
4 V9' 6-1/2" 10'0" 1' 10'0" Jr' 10' 0" .1' 9' 7-3/4" 1. t
3' 11-1/2" 3' 10-1/4"
/ 43'9"
8' 7-1/2"
0'4-1/2" / /O 10'0" t 10'O" t 10' 0" y 4 9 /
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5' O"
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20'0" 1 \
10'0" 38'9"
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10'0"
14'0"
3' 7-1/2"
NORTHEAST METAL CANOPY j.)'4-1/2"
PLAN VIEW
5'0"
POWDER COAT RAL 8019 GREY BROWN
1ST FLOOR METAL ROOF CANOPIES
• 7300 SW.LANDMARK LN. DATE: 3/20/2019 PROJECT: DESCRIPTION: QTY; 7
' • PORTLAND OR 97232 BY: DAN SPEARING STORQUEST TIGARD STYLE: ALUMINUM CANOPIES
1•1111•111.1“� csc P"#(503)624-5600 968 LOUVER A SOLID ROOF CANOPIES /
\ Fx#(so3>eta-s44aoo SHEET: I 12800 SW PACIFIC F'IWY FRAME: ALUMINUM ////
danapikeawning.com SCALE:I' 0" = 128' 0' TIGARD, OR. 97223 POWDER COAT: TBD
Top Knife Plates
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DESIGNED & INSTALLED `\
BY OTHERS �•
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\\ \ / 2" x 2" x 1/8" sq. alum.tube
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DESIGNED & INSTALLED \N / i
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a== + III channel
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8" x 2" x 1/8" I
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2' 0" water drainage here
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C METAL ROOF SECTION
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DATE: 3/E/2019 PROJECT: DESCRIPTION: 7
p�k 7300 SW.LANDMARK LN.
QTY:
PORTLAND OR 97232 BY: DAN SPEARING STORQUEST TIGARD STYLE: ALUMINUM CANOPIES
ir�cc=� PH#(503) 624-5600 LOUVER a SOLID ROOF CANOPIES
Fx#(503) 9e8-5440 SHEET: I 12800 SW PACIFIC HWY
FRAME: ALUMINUM
dan@pikeawning.com SCALE: I' O" = 16' O" TIGARD, OR. 97223
POWDER COAT: TBD
Top Knife Plates
DESIGNED a INSTALLED
BY OTHERS `,
Hanger bars
0'4-1 4' ;1 2" x 2" x 1/8" sq. alum.tube
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‘4‘‘‘/ i 1 7/8" corrugated
I i metal roofing 24 ga.
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12" alum.
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8" x 2"x 1/8" water drainage here-'
rect alum. tube
B METAL ROOF SECTION
MITITITM DATE: 3/5/2019 PROJECT: DESCRIPTION: QTY:
7300 SW.LANDMARK LN. 7
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PORTLAND OR 97232 BY: DAN SPEARING STORQUEST TIGARD STYLE: ALUMINUM CANOPIES
•■■■�_� PH#(5os) 624-5600 LOUVER a SOLID ROOF CANOPIES
rx#(503) 968-5440 SHEET: I 12800 SW PACIFIC HWY FRAME: ALUMINUM
dan@pikeawning.com SCALE: I' 0" = 16' 0" TIGARD, OR. 97223 POWDER COAT: TBD
35'Cr / \ '
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35'O" 7 \
17'6" ,f' 17'6" / / 17'6" ,1' 17 6" @ 7
30 1 I -
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id 3" I / L 8 9 / 8'9" ,�' ,�'V ,k 2'10-1/2"
2'10_1/2" 5'10-1/2" 5'10-7/2" 2'10-1/2",�r "11
5'10-i/2' 5'10-1/2"
SOUTHWEST LOUVER SOUTHWEST LOUVER
PLAN VIEW PLAN VIEW
POWDER COAT RAL 8019 GREY BROWN POWDER COAT RAL 8019 GREY BROWN
/ 57'O"
1 20'0" / 18'6" /
—
q q ,O'0" .' _.. 10'O' 4' 10'0" ,I' 10'O 1' "'I}
SOUTHEAST LOUVER
PLAN VIEW
POWDER COAT RAL 8019 GREY BROWN
/ 76'4"
/—8'2" 1 20'O" 7 20'0" / 20'0" / 8'2"--V
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,0,0" .4" 10.0" .4' ,0,0" .1' 10.0" k k : �...11'4"
J 71-1/2"
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5'17 '
3 O �' �'4-7/2" lyl
0'4-1/2'
70'4" 3'0"
NORTHWEST LOUVER TTT
PLAN VIEW
POWDER COAT RAL 8019 GREY BROWN
119'Cr
t I /
9 6"
le-
-4-- 10'O" -4-- 10'O" ./' 10.0•, V
2'6" � I O'O" .�' 10'O" ." I O'O" ,!' 1 O'O" .I' 10.O" i( 10'O" ---R--
1
NORTHEAST LOUVER
PLAN VIEW
POWDER COAT RAL 8019 GREY BROWN
3RD FLOOR LOUVERED CANOPIES
■>� 7300 SW.LANDMARK LN. DATE: 3/20/2019 PROJECT: DESCRIPTION: OTy: 7
B
PORTLAND OR 97232 BY: DAN SPEARING STORQUEST TIGARD STYLE: ALUMINUM CANOPIES
N#1902)624-5600 LOUVER A SOLID ROOF CANOPIES
(�-"IjF E v96(S09)068-5440 SHEET: I 12800 SW PACIFIC HWY
II II II II II denoplke•mni^9.°°'^ SCALE:I' 0" = 128' 0' TIGARD, OR. 97223 FRAME:ALUMINUM
POWDER COAT: TBD
Louvers
i 1"x 6" x 1/8" rect alum. tube
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12"alum-
LOUVER BRACKET - i , channel
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DESIGNED & INSTALLED
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BY OTHERS /-- O' 3" / ��
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`, O'6-3/8" T Y P.
\;,_ Louver frame
8" x 2" x 1/8"
rect alum. tube
A LOUVER SECTION
77711:11 / DATE: 3/5/2019 PROJECT: DESCRIPTION: QTY:
Pik 7300 SW.LANDMARK LN. 7
PORTLAND OR 97232 BY: DAN SPEARING STORQUEST TIGARD STYLE: ALUMINUM CANOPIES
■■■�_■ Fr#(503) 6z4-5600 LOUVER & SOLID ROOF CANOPIES
Fx#(503) 968-5440 SHEET: I 12800 SW PACIFIC HWY FRAME:
dan@pikeawning.com SCALE: I' 0" = 16' 0" TIGARD, OR. 97223 ALUMINUM
POWDER COAT: TBD