2004, 09-30 Permit App: BLD-04-07819 Patio Cover siszkan- e 04/ 4. 7s/j
PERMIT APPLICATIONSHEET
WORK
SPOKANE VALLEY COMMUNITY DEVELOPMENT
BUILDING DIVISION
11707 East Sprague Ave Ste 106
Spokane Valley, WA 99206.
Phone:(509)688-0036 Fax:(509)688-0037
REQUIRED SITE INFORMATION
STREET ADDRESS: 3/3 -s' 5/1 ZZ. l
ASSESSOR'S TAX PARCEL NUMBER(S): '5 2 `2"./.
/�17__/• /�//
LEGAL DISCRIPTION: /O Y2- pat z• Ca V
cyulp l 2. - o`` 6 ,
PERMIT DESCRIPTION: -
®BUILDING PERMIT a CHANGE IN USE 1]GRADING •a MANUFACTURED HOME
URELOCATION f -SIGN 0-TENANT ROMER
OWNER / APPLICANT INFORMATION
CI OWNER: L57‘,//1 'L' 2 ' ' i ' ( ' ® APPLICANT: 4974,5i4 .c-.7%-16 1-e-- /c�c�-c✓C'
PHONE) P""7-35 Z- FAX: PHONE:-.5-W-72 7 S' FAX:
e✓19e0¢rv!
ADDRESS;- -3 "6'c i �
4474 ' 7
7 'J9 ADDRESS:-�J-5:.."70Ve c`f" c 7"s «. 9~
CITY,STATE,ZIP CITY,STATE,ZIP
°CONTRACTOR: '04144. pc--/(r--11 ARCHITECT:
PHONE: FAX: PHONE: FAX:
ADDRESS: ADDRESS:
CITY,.STATE,ZIP CITY,STATE,ZIP
WA ST CONTRACTOR-LICENSE-it CONTACT:
PERMIT/BUILDING INFORMATION
COST OF PROJECT:$12-o O(1 30%SLOPES ON PROPERTY: MAIN FLOOR SQ FT: /4.7 Z�
BUILDING HEIGHT TO PEAK: /9 OCCUPANCY GROUP: 2ND FLOOR SQ FT: a
n�i- Gov't v--
BUILDING DIMENSIONS: t'0 X7O 1 '-CONSTRUCTION TYPE: 1e
CS ' `tt UNFIN BASEMENT: 0
NUMBER OF STORIES: I STRUCTURES ON PROPERTY: / FINISHED BASEMENT: O
NUMBER of BEDROOMS: 3 CRITICAL AREAS: GARAGE: J U�
FLANKING SETBACK: CURRENT PROPERTY SIZE: .2.61 �1‘5C COVERED DECK: (D)c Z2)
FRONT SETBACK: �d 1 CURRENT PROPERTY USE: DECK:
REAR SETBACK: c7�� t,) CURRENT SEPTIC USE: /" AA
LEFT SETBACK: 2- 'I CURRENT WELL USE: /1 A
RIGHT SETBACK: 3 O) IMPERVIOUS SURFACE AREA:
I MANUFACTURED HOME SIGN
I
WIDTH: LENGTH: SQ FT OF SIGN Q HEIGHT OF SIGN:
YEAR: PIT SET: #OF SIGNS: �/ AREA OF EXIST SIGN:
MANUFACTURER: TYPE OF SIGN:
I RELOCATION FIRE SAFETY
I
PREVIOUS ADDRESS: ig FIRE SPRINKLER: FIRE ALARM:
PAINT BOOTH: TENT:
PROPOSED USE: FIREWORKS DISPLAY:
BLASTING-, DATE/TIME:
t
1 WA STATE NON-RESIDENTIAL ENERGY CODE
1
PLANS EXAMINER: PHONE: FAX:
ADDRESS: 4//9.
CITY,STATE,ZIP
INSPECTOR: PHONE: FAX:
ADDRESS:
( CITY,STATE,ZIP
SPECIALINSPECT1ONS
® BOLTING ®CONCRETE ® REINFORCEMENT 13 WELDING
FIRM NAME: PHONE: FAX:
INSPECTOR(S):
BUILDING STAFF USE ONLY
IS PUBLIC SEWER AVAILABLE: YES a NO IF YES: ® COUNTY D CITY
IS PUBLIC WATER AVAILABLE: 0
YES 0 NO IF YES,WHICH WATER DIST/IRR:
IS PROPERTY LOCATED WITHIN DESIGNATED STORMWATER CONTROL AREA: 0 YES 0 NO
IS THE PROPERTY LOCATED WITHIN ASA:, ® YES ® NO PSSA: 0 YES 0 NO
DATE I STAFF: '
...,.. ,•..,
HOD OF PAYMENT:
® 0 . rT 0 ......■
VISA
CASH CHECK ir.�Olitt° ■1
BANKCARD#: EXPIRES: VIN#
AUTHORIZED SIGNATURE:
*FAXED PERMIT APPLICATIONS WILL ONLY BE ACCEPTED WITH MAJOR BANKCARD
•
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Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering
T10177 R1 6 SCIS ?00000 6 2- 0- 0 2- 0- 0
NELSON/TB
DG 11-4-1 4x5, DG 11-4-1
HO 4-3B HO 4-3
HH 4 HH 4
-- x4<- 13x4<
61
5-4-3 TC .+r : TC
II
3-2-3D 6x7=
3x6 F E 3x6
2x31 I 2x3'
A C
BC4 BC
W:508 W:508
R:1103 R:1103
U: 126 U: 124
EP 5-3-15 10-0-0 14-8-1 20-0-0
TC 2-0-0 5-3-15 ! 4-8-1 4-8-1 5-3-15 1 2-0-0
- - -
BCi 5-3-15 4-8-1 4-8-1 1 5-3-15 i
,( EP, 5-3-15 10-0-0 20 0-0 14-8-1 20-0-0 1
ALL PLATES ARE LOCK20
t) Scale:0.279"=1'
Robbins Engineering, Inc./Online Plus' APPROX. TRUSS WEIGHT: 114.5 LBS
Online Plus -- Version 17.0.003 LOAD CASE #2 WIND FROM RIGHT MEMBR CSI P(LBS) M@1ST M@2ND
RUN DATE: 9-27-04 LUMBER STRESS INCREASE: 33.3% B-H 0.43 2778 C 1619 364
PLATE STRESS INCREASE: 33.3% H-C 0.59 3450 C -364 -3249
CSI SIZE LUMBER 1.15FB LOADING LIVE DEAD (PSF) BOTTOM CHORDS
TOP 0.59 2X 4 1B/18F15 2070 TOP CHD 30.0 7.0 A-F 0.79 3196 T 2552 1733
BTM 0.79 2X 4 1B/18F15 2070 BTM CHD 0.0 10.0 F-D 0.68 3234 T -1733 -671
WBS 0.69 2X 4 DFL-STUD 885 TOTAL 30.0 17.0 47.0 D-E 0.68 3235 T 672 1733
REPETITIVE MEMBER INCREASES: EXCEPTIONS: E-C 0.79 3196 T -1733 -2551
FB 15.0% FT 0.0% FC 0.0% A-B -12.7N 7.0 WEBS
B-C -6.2N 7.0 F-G = 98 T G-D = 566 C
LATERAL BRACING: SUPPORT CRITERIA D-B = 2075 T D-H = 566 C
TOP CHORD - CONTINUOUS JT TYPE HORZ VERT WIDTH E-H = 91 T
BTM CHORD - CONTINUOUS LBS LBS IN-SX
TRUSS SPACING - 24.0 IN. A PIN 77 68 5- 8 DL+LL DEFL = 0.61" IN B-H
C HORZ RLR 0 156 5- 8 LL DEFL = 0.37" < BRG-SPAN/240
STANDARD LOADING DL+LL HORZ = 0.50" AT C
LUMBER STRESS INCREASE: 15.0% LOAD CASE #3 WIND // RIDGE L SPAN/DEFL (DL+LL) = 391
PLATE STRESS INCREASE: 15.0% LUMBER STRESS INCREASE: 33.3%
LOADING LIVE DEAD (PSF) PLATE STRESS INCREASE: 33.3% REFER TO ROBBINS ENG. GENERAL
TOP CHD 30.0 7.0 LOADING LIVE DEAD (PSF) NOTES AND SYMBOLS SHEET FOR
BM CHD 0.0 10.0 TOP CHD 30.0 7.0 ADDITIONAL SPECIFICATIONS.
TOTAL 30.0 17.0 47.0 BTM CHD 0.0 10.0
SUPPORT CRITERIA TOTAL 30.0 17.0 47.0 NOTES:
J2y REACT WIDTH JT REACT WIDTH EXCEPTIONS: 1. TRUSSES MANUFACTURED BY -
LBS IN-SX LBS IN-SX A-B -20.8N 7.0 Valley Best Way
A 1103 5- 8 C 1103 5- 8 B-C -11.8N 7.0 2. ANALYSIS CONFORMS TO
SUPPORT CRITERIA TPI (ANSI/TPI 1-1995).
LOAD CASE #1 WIND FROM LEFT JT TYPE HORZ VERT WIDTH 3. EMPIRICAL ANALOG IS USED.
LUMBER STRESS INCREASE: 33.3% LBS LBS IN-SX 4. WIND LOADS - ANSI/ASCE 7-98
PLATE STRESS INCREASE: 33.3% A PIN 107 -126 5- 8 TRUSS IS DESIGNED AS A
LOADING LIVE DEAD (PSF) C HORZ RLR 0 -46 5- 8 MAIN WIND-FORCE RES SYSTEM
TOP CHD 30.0 7.0 FOR EXTERIOR ZONE LOCATION
BTM CHD 0.0 10.0 LOAD CASE #4 WIND // RIDGE R WIND SPEED - 90 MPH
TOTAL 30.0 17.0 47.0 LUMBER STRESS INCREASE: 33.3% MEAN ROOF HEIGHT - 25'
EXCEPTIONS: PLATE STRESS INCREASE: 33.3% EXPOSURE CATEGORY - C
A-B -6.2N 7.0 LOADING LIVE DEAD (PSF) OCCUPANCY FACTOR - 1.00
B-C -12.7N 7.0 TOP CHD 30.0 7.0 ENCLOSED BUILDING.
SUPPORT CRITERIA BTM CHD 0.0 10.0 TC DEAD LOAD = 7.0 PSF
JT TYPE HORZ VERT WIDTH TOTAL 30.0 17.0 47.0 BC DEAD LOAD = 10.0 PSF
LBS LBS IN-SX EXCEPTIONS: 5. BUILDING DESIGNER IS
A PIN -77 157 5- 8 A-B -11.8N 7.0 RESPONSIBLE FOR ADEQUATE
C HORZ RLR 0 69 5- 8 B-C -20.8N 7.0 DESIGN OF TRUSS TO BRG
SUPPORT CRITERIA PLATE CONNECTION WHICH
JT TYPE HORZ VERT WIDTH ALLOWS 0.50 INCHES OF
LBS LBS IN-SX HORZ. MOVEMENT AT JOINT C
A PIN -107 -44 5- 8 6. ANCHOR TRUSS FOR A TOTAL
C HORZ RLR 0 -124 5- 8 HORIZONTAL LOAD OF 107 LBS.
7. FASTEN TRUSS TO BRG A
LEFT RIGHT FOR 126 LBS OF UPLIFT,
HEEL OIN - 4SX OIN - 4SX WHILE PERMITTING NO UPWARD
MOVEMENT OF WALL OR BRG.
MEMBR CSI P(LBS) MIST M@2ND 8. FASTEN TRUSS TO BRG C
TOP CHORDS FOR 124 LBS OF UPLIFT,
A-G 0.59 3450 C 3250 364 WHILE PERMITTING NO UPWARD
G-B 0.43 2778 C -364 -1619 MOVEMENT OF WALL OR BRG.
Robbins Engineering,Inc/Online Plus"'O 1996-2004 Version 17.0.003 Engineering-Portrait 9/28/2004 4:14:09 PM Page 1
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