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Premier Restoration
/ / 15865 S.E. 114th Suite 0
Clackamas, Oregon 97015
APPROVED FOR CONSTRUCTION
CI'T'Y OF TIGA
PERMIT NO.B.Pf7 -o3&r SITE ADDRESS / /3z4 S , ) , ....*I AL, Ai
BY � , _ DATE,9 =/7 9Y
I , ,
PLAN CHECK FEES LIST
Plan check 9-2 7 Permit# B P 9t 0 3 GY Date, / /7/ ft
Address //329 Sry Sc nMe /4/4 Tax Map# /S/ 3 ,rI p_ 2 2. )
Subdivision SuM„, 4k, Lots 3 Land Use
Valualation 30a v S etback front back left right
Work Class p • Height Total Area
Use Type S Floor Load -� 1st Floor --
Const. Type S/`i Heat Type 2nd Floor —
Occupy. Group az . 3 Dwell/Units — 3rd Floor -
Stories I Bed Rooms Basement
Deck Bath Rooms — Garage
Permit # Description Amount . Amount Pd Bal. Due
Budding Permit ao SU 020(,5ti
Plumbing Permit
Mechanical Permit
•
Electrical Permit
State Bunning Tax
Building /d , ) J
Plumbing
Mechanical
Electrical
Total /6.33 /O, 3 3
Plan Check fees
Building /3(/, / 36/ L 3
Plumbing
Mechanical
C.D.0
Parks
Residential Tiff
Mass Traffic •
.Water Quality
Water Quantity
Erosion Control Plans
Erosion Control USA
Erosion Control COT
Sewer Connection
Sewer Permit
Total 35 I (, / 3c/, z 3 p2g, .B 3
1
Sep. 4. 1998 3 :23PM MITEK INDUSTRIES INC. No.7286 P. 19/23
Job - I ruse Truae Type raTy
Ply ---
9525 `52208®A ( FINK 1 PREMIER RESTORATION /MM(AC) R57391& ,
, Precision Roof Trusses, Inc. 3.3T a Febj61997 MITek Industries, Inc. Thu Sep 0311:07:461998 Pape 1 '
-24 • 5-9-9 11.0 -4 16. 2.15 22-0.8 246.3 .
2 -0-0 5-9-9 5-2-11 6.2 -11 5-9-9 2.5-0
•
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. 4x4 =
3 •
_ 5,92 r12
0 .
..
2x3 �� 2x3 /i
2 4
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to
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/ - _ 22 -0-0 . - 5` v _d •
3 - -
•
•
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. • • 7-0.7 14.3 -1 22-0-4 22 • 5
0-0 -4 7.54 3 -11 -10 74-3 0-0-4 •
Plate Offsets (X,Y): 11:0.0- 0,0-0-431, (5:0- 0.0,0.O -61 •
LOADING (pet) SPACING . 2-0-0 CSI DEFL (In) (lac) Vdefl PLATES GRIP
TCLL 25.0 Plates Increase 1.15 TC 0.43 Vert(LL) 0.20 7/8 999 M20(20ga) 185/148
TCDL 7.0 Lumber Increase 1.15 BC 0.77 Vert(TL) 0.25 7/8 999
BCLL 20.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.04 5 n/e •
BCDL 5.0 Code - UBC•94 Mln Length / LL dell = 240 Weight: 110 (Ibe)
LUMBER BRACING
TOP CHORD 2 X 4 DF-G N0.2 TOP CHORD Sheathed or 3-4-5 on center purlin spacing.
BOT CHORD 2 X 4 DF-G No.18Btr SOT CHORD Rigid ceiling directly applied, or 10-00 -00 on center bracing. .
WEBS 2 X 4 DF-0 Std • Except: 1- 7:8-0.0, 5-0:6 -3-0. •
REACTIONS (lbs/size) 1=1397/0.3 -8, 5 ■1397/0.3 -8 •
Max Hors 1a- 76(load case 2)
Max Uplift 1 rs1880oad case 4), 6- 168(Ioad case 4)
FORCES
TOP CHORD 1- 2= -1918, 2-3=- 1734, 3-4.- 1734, 4.5' -1818 •
SOT CHORD 5.6 -1706, 8-7 -1174, 1 -7 =1708 •
•
WEBS 2-7=-283, 3.7 =708, 3- 6709, 4. 8--283
•
•
NOTES e
. . 1) Thieuss hps been designed for tits wind toads genarpted by 80.0 m.p.h. winds,a,t 25 feet aboveground level, using
7.0 p.e.f. top chord dead load and 5.dp.s.f bottom chord dead load; 100.0 mail niiikiqiilreAine oceanline, on a •• ' ' •
category I enclosed building, of dimensions 80.0 by 30.0 with exposure C (ASCE 7 -93). 'Lumber Increase = 1.33, gtONAL $N� �T .
Plate Increase • 1.33. No and verticals are exposed.
GfNg,�� V.
2) This truss has been designed for e 10.0 p.s.f. bottom chord live load nonconcurrent with any other live loads per Table ! S•7 � '`W
NO. 18-13, UBC -94. E 6 -
3) A plate rating reduction of 20% has bean applied for the green lumber members. 30.99
•
LOAD CASE(S) Standard . .
OREGON
•
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T " I 'r I •
® WARNING - *rib design parameters and RLA+ D NOTES ON 27fISAND REVERSE SIDE BEFORE USE. kT •
Design valid for use only with AMTak connectors. This design it bated only upon parameters shown, and le fOr an IndMdual i
building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of �. .
eamponsnt is nspo eibility of building designer • no buss desgner. arsons shown Is for lateral support of IndMdual was
members only. Additional temporary bracing to Insure stability during construction la the reaponelbilly of the erector. Additional 0
permanent eractng of the overall etructure Is the reeponelnllrty or the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection, and bradng, consult 09T-69 Quality Standard, 05349 Mooing /ONAL f
speeateeaon, and H1841 Handling Installing and arming Heeommeneeyon avasabie from truss orate etatltuta, 383 Cr MITek Industries, Inc.
cinema wive, aydlson, Wr 59719
EXPIRES 12.19 -00 •