Permit gip* 111111". TI BUILDING PERMIT
II li
PERMIT #: BUP2007 00228
COMMUNITY DEVELOPMENT DATE ISSUED: /2007
"T I GA,' 13125 SW Hall Blvd., Tigard, OR 97223 503.639.4171
PARCEL: 2S109DA -04900
SITE ADDRESS: 15316 SW GREENFIELD DR ZONING: R -7
SUBDIVISION: SUMMIT RIDGE LOT: 026 JURISDICTION: TIG
PROJECT: WIESKE
Project Description: Convert 761 sq ft of crawl space to storage.
REISSUE: CUSTOM FLOOR AREAS EXTERIOR WALL CONSTRUCTION
CLASS OF WORK: ALT FIRST: 761 sf N: S: E: W:
TYPE OF USE: SF SECOND: sf PROJECT OPENINGS?
TYPE OF CONST: 5N sf N: S: E: W:
OCCUPANCY GRP: R3 TOTAL AREA: 761 sf ROOF CONST: FIRE RET?
OCCUPANCY LOAD: BASEMENT: sf AREA SEP. RATED:
GARAGE: sf OCCU SEP. RATED:
STOR: HT: ft
BSMT ?: MEZZ ?: REQD SETBACKS REQUIRED
FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: SMOK DET:
DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : HNDICP ACC:
BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING:
VALUE: $ 2,000.00
Owner: Contractor:
JAMES WIESKE OWNER
15316 SW GREENFIELD DR
TIGARD, OR 97224
Contact #:
Phone: 503 - 866 - 1713
Reg #:
FEES
Description Date Amount REQUIRED ITEMS AND REPORTS
[BUPPLN] Pin Rv 4/24/2007 $40.63
[BUILD] Permit Fee 5/9/2007 $62.50
[TAX] 8% State Surcha 5/9/2007 $5.00
Total $108.13
This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other
applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of
issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the
Oregon Utility Notification Center. Those rules are set forth in OAR 952 - 001 -0010 through OAR 952 - 001 -0100. You m y obtain a copy
of these rules or direct questions to OUNC by calling 503.246.6699 or 1.800.332.2344. //
r /
Issued B Permittee Signature: J , , .,/ /
Call 503.639.4175 by 7:00 a.m. for an inspection , day.
This permit card shall be kept in a conspicuous place on the job site until completion of the project.
Approved plans are required on the job site at the time of each inspection.
Building Pertilliplication
Residential FOR OFFICE USE ONLY
City of Tigard S : ! Received L/ Ay 0 7 / u / %V 7 �/11iC�
71 : Date/By: 7 Permit No.:
° 13125 SW Hall Blvd., Ttgard;'OR 097223 Plan Review p '' - ll
C Phone: 503.639.4171 Fax: 503.598.1960 Date/By: 'D 0 ' G�'J W Other Permit:
�
T I G A R D Inspection Line: 503.639.4175 wpp I� _ Zoo Date Ready /By: /
gee' la See Page 2 for
Internet: www.tigard- or.gov Notified/Methocri 1,77 � supplemental Inffo
TVPE+ OPW i{ REQUIRED DATA: 1 - 2- FAMILY ) WELLING
❑ New construction rw emolition Permit fees* are based on the value of the work performed. • r _i Indicate the value (rounded to the nearest dollar) of all
❑ Addition/alteration/replacement ❑ Other: equipment, materials, labor, overhead, and the profit for the
CATEGORY OF CONSTRUCTION work indicated on this application.
❑ 1- and 2- family dwelling ❑ Commercial /industrial Valuation: $ ` f d a
❑ Accessory building ❑ Multi - family Number of bedrooms:
❑ Master builder ❑ Other: Number of bathrooms:
JOB SITE INFORMATION AND LOCATION Total number of floors:
Job site address: Xi 3 j ( S QJ G/ t✓ 4, zfLO U a_ New dwelling area: square feet
City /State /ZIP: 7/ Zj /fA D R 9 w Li /� Garage /carport area: square feet
Suite/bldg. /apt. no.: Project name: �j � K ' Covered porch area: square feet
Cross street/directions to job site: � 1 Deck area: -76 / square feet
Other structure area:. square feet
_ REQUIRED DATA: COMMERCIAL -USA: CHECKLIST
Subdivision: Lot no.: Permit fees* are based on the value o; :;i: .i „erfo: r∎.tc.
Tax map /parcel no.: Indicate the value (rounded to the nearest dollar) of ail
equipment, materials, labor, overhead, and the profit for the
DESCRIPTION OF WORK work indicated on this application.
M 16�D6.p /in /1/ � Valuation: $
S To
/� Existing building area: square feet
New building area: square feet
PROPERTY OWNER ❑ TENANT Number of stories:
Name: en i CS A)/1.-173-1<g. r Type of construction:
Address: 153/6 S & (9 h ��ti Y , G: 2. Q MIL Occupancy groups:
City /State /ZIP: 7 SILO 0 )t_ Q7 ocl y Existing:
Phone: (9 3) f'D K 7/3 Fax: ( ) / New:
❑ APPLICANT ❑ CONTACT PERSON NOTICE
Business name: All contractors and subcontractors are required to be
Contact name: licensed with the Oregon Construction Contractors Board
under ORS 701 and may be required to be licensed in the
Address: jurisdiction in which work is being performed. If the
City/State/ZIP: applicant is exempt from licensing, the following reasons
apply:
Phone: ( ) I Fax:: ( )
E -mail:
CONTRACTOR
Business name: BUILDING PERMIT FEES*
Address: (Please refer to fee schedule) /�
Structural plan review fee (or deposit): 'O . (l1
City /State /ZIP:
Ee____ piamrevicar (if applicable):
Phone: ( ) x:
CCB lic.: Total fees due upon application: z
Amount received: fi r 1 7/0 • (a 3
Authorized signature: This permit application expires if a permit is not obtained
- within 180 days after it has been accepted as complete.
Print name: V- /V �'S GO /G37S-'c4 1--- ..2 2 y - ' 7 7 * Fee methodology set by Tri County Building Industry
Service Board.
1: \Building\Permits\BUP -RES PermitApp.doc 02/23/07 440- 4613T(11/02/COM /WEB)
Building Permit Application Checklist
in ,-
v " 9 r� iAlo F �t v`t"rvm 3 p 41yY_ iy , �' 3 k w p, K
One - and Two- Family Dwelling { ''i , FO ONLY w ,, r r ' .
a . ,; . ,�'' 1 4 . qL; Ate .LF'.� IVegkF'_ ,h• ab . & r
1 11:ir
Ci of Tigard Received Permit No.:
s �. a 13125 SW Hall Blvd., Tigard, OR 97223 . Associated permits:
3 9 ...4 Phone: 503.639.4171, Fax: 503.598.1960 -
yr ' ': 24- Hour Inspection Lirie: 503.639.4175 ❑Electrical ❑Plumbing 0 Mechanical
t - T IGAkD
;
src 4ui Internet: www.tigard- or.gov ❑ Other:
. THE tto1 L`OWINGIFVEMSURE !REQUIREDfFORjPl ANVREVIEW,� ' � i , �t s ' ves n No 1vlA .
1 L and use actions completed. See jurisdiction criteria for concurrent reviews. ❑ ❑ ❑
2 Zoning. Flood plain, solar balance points, seismic soils designation, historic district, etc. ❑ ❑ ❑
3 Verification of approved plat/lot. ❑ ❑ ❑
4 Fire district approval required. Name of district: ❑ ❑ ❑
5 Septic system permit or authorization for remodel. Existing system capacity ❑ ❑ ❑
6 Sewer permit. ❑ ❑ ❑
7 Water district approval. ❑ ❑ ❑
8 Soils report. Must carry original applicable stamp and signature on file or with application. ❑ ❑ ❑
9 Erosion control ❑ plan ❑ permit required. Include drainage -way protection, silt fence design and location of catch- ❑ ❑ ❑
basin protection, etc.
10 3 Complete sets of legible plans. Must be drawn to scale, showing conformance to applicable local and state - ❑ ❑ ❑
building codes. Lateral design details and connections must be incorporated into the plans or on a separate full -size
sheet attached to the plans with cross references between plan location and details. Plan review cannot be completed if
copyright violations exist.
11 Site /plot plan drawn to scale. The plan must show lot and building setback dimensions; property corner elevations (if ❑ ❑ ❑
there is more than a 4 -ft. elevation differential, plan must show contour lines at 2 -ft. intervals); location of easements
and driveway; footprint of structure (including decks); location of wells /septic systems; utility locations; direction
indicator; lot area; building coverage area; percentage of coverage; impervious area; existing structures on site; and I
surface drainage.
12 Foundation plan. Show dimensions, anchor bolts, any hold -downs and reinforcing pads, connection details, vent size ❑ ❑ ❑
and location.
13 Floor plans. Show all dimensions, room identification, window size, location of smoke detectors, water heater, ❑ ❑ ❑
furnace, ventilation fans, plumbing fixtures, balconies and decks 30 inches above grade, etc.
14 Cross section(s) and details. Show all framing- member sizes and spacing such as floor beams, headers, joists, sub- ❑ ~ • ‘0 ❑
floor, wall construction, roof construction. More than one cross section may be required to clearly portray
construction. Show details of all wall and roof sheathing, roofing, roof slope, ceiling height, siding material, footings
and foundation, stairs, fireplace construction, thermal insulation, etc.
15 Elevation views. Provide elevations for new construction; minimum of two elevations for additions and remodels. ❑ ❑ ❑
Exterior elevations must reflect the actual grade if the change in grade is greater than four foot at building envelope. -
Full -size sheet addendums showing foundation elevations with cross references are acceptable.
16 Wall bracing (prescriptive path) and /or lateral analysis plans. Must indicate details and locations; for non -' ' . ' '❑ ❑ ❑
prescriptive path analysis provide specifications and calculations to engineering standards.
17 Floor /roof framing. Provide plans for all floors /roof assemblies, indicating member sizing, spacing, and bearing ❑ ❑ ❑
locations. Show attic ventilation.
18 Basement and retaining walls. Provide cross sections and details showing placement of rebar. For engineered ❑ ❑ ❑
systems, see item 22, "Engineer's calculations."
19 Beam calculations. Provide two sets of calculations using current code design values for all beams and multiple joists ❑ ❑ ❑
over 10 feet long and/or any beam/joist carrying a non - uniform load.
20 Manufactured floor /roof truss design details. ❑ ❑ ❑
21 Energy Code compliance. Identify the prescriptive path or provide calculations. A gas- piping schematic is required ❑ ❑ ❑
for four or more appliances.
22 Engineer's calculations. When required or provided, (i.e., shear wall, roof truss) shall be stamped by an engineer or ❑ ❑ ❑
architect licensed in Oregon and shall be shown to be ap to the . ro'ect under review.
A: m�"t /TE a . R 1 , K ,.;� " 'S p '- i ` i } t t a - � k' 4 r �� '� � ,f 4 . K 4 C ' {
Y., ; �URISDIC CI *SP R , I ,,CII I CS44 � �.�, . : �r „n - 6k:!u . r1, t I0 . 11t4 , � - ”' i , iy� K ' , ,, n ` S ' .
1;
. ,..,,. ., ..��.. „�.. e � I'� xl, �w rxt,.I r.. U t . ...,, _;�tl. ,�,. k a pax
23 Five (5) site plans are require for Item 11 above. Site plans must be 8 -1/2" x 11" or 11" x 17 ". ❑ ❑ ❑
24 Two (2) sets each are required for Items 16, 19, 20 and 22 above. ❑ ❑ ❑
25 Building plans shall not contain red lines or tape -ons. "Mirrored" building plans will not be accepted. ❑ ❑ ❑
26 "Reversed" building plans must meet criteria outlined in the Permit & System Development Fees document. ❑ ❑ ❑
27 "Drawn to scale" indicates standard architect or engineer scale. ❑ ❑ ❑
28 Site plan to include tree size, type and location per approved project street tree plan (if applicable), and City of Tigard ❑ ❑ ❑
Street Tree List.
29 Site plan to include tree protection measures as required by conditions of approval. ❑ ❑ ❑
30 A Clean Water Services' Sensitive Area Pre - Screening Site Assessment form is required for all building additions, ❑ ❑ ❑
including decks, patio covers (over non - impervious surface) and accessory structures to existing residential dwellings
on a lot of record'approved prior to September 9, 1995. `
I:\ Building \Permits\BUP- RES- PermitApp.doc 03/21/06 440-4613T(1 1 /02/COM/WEB)
FLOORS
i
Full dcpt6 gusset , _ - • d_
bosh sides cg i
splices. full post - d
•
I t
d ti •
SPLICE POST 4' OR LESS
Nails & screw penetration
8d, #8 = 11,2"
Gusset bah sides full width of post - -- _ 10d, #10 = 1
8" ----- Gusset both sides full width of puss
• d _
d End or edge distance • 1
• �I 3
/ d
4" /
• 13 :6
j i
POST 8' TO 14' POST 4' TO LESS THAN 8'
NOTES:
1. Details shown apply when there is full perimeter foundation walls.
2. This is an acceptable practice pertaining to Sections R407.3 and R502.9.
CONNECTORS:
1. Quantity as shown on details.
2. Gusset plate: '/:" structural sheathing
or 1 X 4 wood lumber min.
or 16 gage (0.0598 ") steel plate min.
3. Nails: 8d for '/_" structural sheathing or 1 X (varies) nominal materials.
l0d for 2 X (varies) nominal materials and larger.
4. Wood screws and staples are an acceptable alternate.
Exception: Girders & posts supporting exterior decks not exceeding 18" inches (457 mm) in height are not required to
be laterally braced or have gussets at post and girder connections. (see Section R502.2.1)
FIGURE R502.9
POST AND BEAM CONNECTIONS
2005 OREGON RESIDENTIAL SPECIALTY CODE • 5 -11
FLOORS
BOTTOM WALL STUDS SUBFLOOR OR
PLATE \ 1, FLOOR SHEATHING— /P50231)1)A JOISTS —SEE TABLES
SEE SECTION R503ND R502.3.1(2)
Z J !arm
WOOD STRUCTURAL I 11 SILL PLATE
OPTIONAL FINISH PANEL
FLOOR _ J
GIRDER—SEE TABLES
R502.5(1) AND R502.5(2)
BAND, RIM OR
R l HEADER JOIST
21N CLEARANCE
■
SEE SECTION TRIMMER JOIST ,
81003.12 _ r
� /�� —' — ��
• . — HEADER — DOUBLE IF
FIREPLACE 4, ' — MORE THAN 4 FT. SPAN
` WW1 . —' USE HANGER IF HEADER
; — SPANS MORE THAN
6 FT.
PIER
SOUD
BLOCKING —SEE LAP JOIST 3 IN. MIN. OR
SECTION R502.7 SPLICE —SEE SECTION
8502.6.1
SILL PLATE
FOUNDATION BRIDGING BETWEEN
JOISTS —SEE SECTION
R502.7.1
}
MUM O • 111 AND VENTS
PIPES
DOUBLE JOISTS UNDER BEARING
PARTITIONS. IF JOISTS ARE
SEPARATED FOR PIPES. BLOCK
4 FT. ON CENTER MAXIMUM
For SI: 1 inch = 25.4 mm. 1 foot = 304.8 mm.
FIGURE R502.2
FLOOR CONSTRUCTION
5 -2
2005 OREGON RESIDENTIAL SPECIALTY CODE
Strike 'Anchors Technical Specifications - Concrete Fasteners.com Page 1 of 2
:' *tI` i l k T
t�ta' fset# l i ABOUT 1 CONCRE T SFAS NERS.CO M
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A,'F_CA" IONIUSEAG °E GUlD_INES I
CONTACT US I
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Strike Anchors �:� ,,I .....,
Technical Specifications
Strike Anchors Overview
ULTIMATE HOLDING VALUES — CONCRETE" ii,staiiatior
Technical Specifications
2003 e C>'&
'� Anchor rr d Ida t Min. Frequently 9.,ie1�tiyr tv Questions
Anchor � uTe;19�Ci��' 4'd �,,: olfl5'N 6lld�G. Codj:;!'e'Le
Edge PSI
Dia. hes Length L enrgth Size Embed. Space D to T ey'osac� Spear Product Sizes & Prici; �g
�P
8rb dachas inches inches inches
Lbs. o k
nL�. Purchase � <.rir5..Anchors
1/4 1 -3/4 5/8 1/4 1 3 -1/2 1 -3/4 900 1600 e` Uri; to hujaO Peaciiaots Page
2 -3/8 3/4
5/16 2 -3/4 1 -1/4 5/16 1 -1/4 3 -1/2 1 -3/4 1400 3000 Thousands of Satfaflec9 Cu Comore
4 1 -1/4
3/8 2 -3/8 1 3/8 1 -1/2 4 -3/8 2 -3/16 2200 3400 Satisfaction Guaranteed.
3 -1/2 1 -118 •
Save up to 70 %.
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4 -3/4 2
O 2 Over -:0 years of industry experience.
5/8 4 1 -5/8 5/8 2 -1/2 6 -1/8 3 -1/16 5400 9200 Visa, MasterCard AMEX accepted.
4 -3/4 1 -5/8
6 2
3/4 5 2 3/4 3 7 3 -1/2 7500 13500 Don't Forget to Bs, riles Bits
6 2 '
4.}.74.4a.: I Visit the technical
`Values shown are average ultimate values and are offered only as a guide and are not guaranteed. it - II - — specifications page and
A safety factor of 4:1 or 25% is generally accepted as a safe working load. Reference should be make sure you have the
made to applicable codes for the specific working ratio. `Tested by ATEC in accordance with ASTiv1 ``' ' '" bit if
right drill big for your job. ;�
E488 -90 and 1080 Minimum embedment for satisfactory anchor performance is 4 -112 bolt not, view our carbide bits
diameters. Deeper embedment will yield higher tension and shear capacity.
and order now.
view Eric da 2;(t
s, Tco ?a :c Back to Anchors and us.anc:; s
http:// www .concretefasteners.com/anchors- fasteners /strike /technical - specifications.htm 5/2/2007
Solid Sawn Conned= SIMPSON
LUS /HUS Double Shear Joist Hangers
ce This product is preferable to similar connect= because of A
4 a) easier installation, b) higher loads, c) lower installed cost, - _
iai or a combination of these features. ( I . -
• I % I .
b ,� See Hanger tables on pages 74 to 80. See Hanger Options on � a I '
• pages 193 for hanger modifications, which may result in reduced loads. - H I I � a r
All hangers in this series have double shear nailing. This patented innovation
distributes the load through two points on each joist nail for greater strength.
% 1
It also allows the use of fewer nails, faster installation, and the use of standard
nails for all connections. (Do not bend or remove tabs.) ti • ' (,
MATERIAL: See tables, pages 74 to 80. a
FINISH: Galvanized. Some products available in stainless steel or ZMAXe; ( L.2, ir,,„h4N. see Corrosion information, page 10-11. I'— w-.'� °
INSTALLATION • Use at specified fasteners. See General Notes. HUS210 s
• Nails must be driven at an angle through the joist or truss into the O LUS28 (HUS26, HUS28, 0 HUS412 -- ` 4 k's
header to achieve the table loads. and HHUS similar)
• Not designed for welded or nailer applications.
• 16d sinkers (0.148" dia. x 3 long) may be used where 10d commons
are specified with no reduction in load. Where 16d commons are specified, f y
10d commons or 16d sinkers (0.148' dia. x 3 long) may be used at
0.85 of the table load. 1 it
• With 3x carrying members, use 16dx21' nails into the header and illif) ` �. m
16d commons into the joist with no load reduction. With 2x carrying « 1-
members, use 10dx1W nails into the header and 10d commons into ' «.
the joist, reduce the load to 0.64 of the table value. '`
• Use stainless steel (SS) nails with SS hangers. j ft
OPTIONS: • LUS hangers cannot be modified. ft
• HUS hangers available with the header flanges turned in for 2 -2x (3W) and Typical LUS28 Installation $
4x only, with no load reduction. See the HUSC Concealed Flange illustration. use .148x3' (10d common) pf
• See Hanger Options, page 193. or .148x3'/; (16d sinker) nail
HUSC
® Double Shear Dome Double Shear Concealed Flanges
A pr Double Nailing Nailing Side View (not available for HHUS,
�\ ,(� i � Nailing � Shear
o Side View �,� (available HGUS and HUS2x)
l�hl Top View some models)
.. U.S. Patent 5,603,580
LOAD TABLE EXPLANATION
1;.... , e d ; (�C x sc ' , Code Ref.:
- See page 12 for
Allowable Design Loads: The maximum the Code Listing
` load that a connection is designed to provide. Key Chart, to
W Nails: This There may be multiple design loads acting determine which
shows the fastener in different directions (up, down, lateral, code reports
• Gauge: Product material quantity and type perpendicular, etc.) imposed on a connection. include this product.
Z required to Uplift Floor, Snow, Root
Model No.: This is the achieve the
o • Simpson product name. i table loads. W Y y
Zw
E Dimensions Fasten- s Doug Fir Larch /Southern Pine Allowable Loads
Jo Model Ga . der / Uplift Roar (100) Snow (115) Roof (125) Code
N Size z e No. W H B 10d 16d Joist (133) (160) 10d 16d 111d 16d 10d 16d Ref.
Joist Size:
t This shows _ ROUGH LUMBER SIZES
za
• the size of joist 4(R) LU24R -18 18 2 3 1'h — 4 -16d 2- 10dx1'h 245 265 — 530 — 610 — 665 170
• member. U24R 16 2 3% 2 4 -10d 4 -16d 2- 10dx11/2 240 265 445 530 510 610 555 665 26,121
2x6(R) LU26R -18 18 2 4 11 — 6 -16d 4- 10dx11/2 490 565 — 800 — 920 — 1000 170
U26R 16 2 5% 2 8 -10d 8 -16d 4- 10dx11/2 480 575 890 1065 1020 1225 1110 1330 26,121
Ti A
NAILS: 16d = 0.162' dia. x 3 long,
10dxlY = 0.148'dia.x1 long.
J j See page 16 17 for other nail sizes and information.
7 ' H Dimensions W, N, B: This Throughout this catalog a footnote CATALOG load DEFI applied. NITION:
shows the product dimensions will typically be provided indicating Deflection: The distance
(width, height and base in the required nail diameter and length. a point moves when a
this case referenced in A l l installations should be designed is
the product drawing. only in accordance with the allowable
---...,,,,„ load values set forth in this catalog. 73
JB/LB/13/BA/HHB Joist, Beam, and Purlin Hangers Page 1 of 5
• S IN
JB /LB /B /BA /HHB Joist, Beam, and Purlin Hangers
The BA hanger is a cost effective hanger featuring min /max joist nailing option. Min
Nailing featuring Positive Angle Nailing targets moderate load conditions where as
the Max Nailing generates capacities for higher Toads. The unique two level
embossment provides added stiffness to the top flange.
i
The newly improved B hanger offers wide versatility with enhanced load capacities.
See tables. See Hanger Options for hanger modifications, which may result in
reduced Toads. Nailer Take
Load Tables
Material: See tables. Hanger Options
B Series With Various
Finish: BA, JB, LB, and B - Galvanized; HHB - all saddle hangers and all welded Header f images
atiors
sloped and special hangers - Simpson gray paint. Gallery of r +ages
Code Reports
Drawings
Installation: Related Catalogs
Related Categories
e Use specified fasteners. See General Notes and nailer table. Technical Bulletins
® LB, BA, B and HHB may be welded to steel headers with weld size to match Fliers
material thickness (approximate thickness shown). The minimum required Help for downloads
weld to the top flanges is 1/8" x 2" (1/8" x 1 1/2" for LB) fillet weld to each
side of each top flange tab for 14 and 12 gauge and 3/16" x 2" fillet weld to each side of each top flange tab
for 7 gauge. Distribute the weld equally on both top flanges. Welding cancels the top and face nailing
requirements. Consult the code for special considerations when welding galvanized steel. The area should
be well - ventilated (see welding information). Weld on applications produce the maximum allowable down
load listed. Uplift loads do not apply to welded applications.
O Ledgers must be evaluated for each application separately. Check TF dimension, nail length and nail
location on ledger.
Options:
9 B and HHB
9 Other widths are available; specify W dimension (the minimum W dimension is 1 9/16" for B and 3 1/4" for
HHB).
• B dimensions may be increased on some models.
9 See Hanger Options. BA, JB and LB hangers cannot be modified. Use LBV as an alternative for the JB /LB.
Gallery: top
roll over images below to see larger image
ij
•
fi
is f'
8 (HHB Simile) / BA LB . 3
http : / /www.strongtie.com/products /connectors /JB- LB- B- BA- HHB.html 5/3/2007
JB/LBBBA/HHB Joist, Beam, and Purlin Hangers Page 2 of 5
i re
T - - Patent Pending
■ I 0 01 '�, s �'I `
i e i 1 s.4 1
1 BA, B and .ca..i BA installation on 1 Ioodi 1 BO
Typical B
µ `iris are !�!ailc^, ". Saddle
1 �c ntab e 6` of Ines" ^`'icin
*4 i weld -cn
I applications.
Sae Installation
0 ; Information
I
c
e 1
I 6 '
Nailer Table: tpp
IN tapir also app43as to &aped -seat hangers.
Allowable Loads
;Model
No. "elder Matter ',' ' s
DF;SP� SPF
i
03;5 3 x T 11• r Y; i - . - ....i
I i.0210 %x 1 13.Ix'! 915 I =., i
: ;..1 :x 1 fix, r 915 1
.1121: x T t:1 r 915 i —
f?216 %x 1.7:- KIx'1 15 1 _
2x 1C'1Cdx1 22 %0
7x 1y: -13)1 • 2 I ?235
11x :x �74 1 -50Y.2!/? v . Y 3i�0 — I
A 14 -160 331;'0' �
2 7x: 14-130 351 1 ? ? "
'1 i
3 ix -1 ;ix?' 3/i I —
•.:t 1•. -Val 30.13
1. Based on an additional 1/32" beyond the normal 1/8" deflection limit.
2. Uplift values are for DF /SP members only. Refer to technical bulletin T- NAILERUPLFT for SPF values.
3. Refer to proper nailer installation.
B Series With Various Header Applications: top •
Model , - __1 aslcrtcrs U hlt' - - Atloli9lble Loads Header type Cade
i Strie + To p - race deist LVL p LVL PSL lDF;SP SPf Hon
113311 1160)
P' 8-tCl i1! -11 ra1'_ 2-"."3.7.1
„ (1 U1J: ', 1, 2 , ,jet . 5 .15 3.':'1 ifr,ji 38 i1i;
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U 1U': -V. '1' 2- !dx " 355 - 315 •13 3;f1;'.: s 9C.
e; i u 1.311 'I 5 ':i. ( :.. 3.
12.. 1 33'- b 3E , ,f2;, , 5
: 'ax 5 15‘ IC •c;: a- ?dx' _ 135:: 1 111 V', :3 l _SC? 2i:91
e 5 1.31: 913tt . 7.1;1x 1). 57:. :VC:•.1 35 13 362:; ?"'";:r =5. s. ^, ■
Li.1 k a.1 5 ;Iv' _ 1C1C - 3 - , . 3 413:8 33. =9C3 "';y3
1. Uplift loads are based on DF /SP lumber and have been increased 33% and 60% for wind or earthquake loading with no further increase allowed.
http: / /www.strongtie.com/ products /connectors /JB- LB- B- BA- HI-B.html 5/3/2007
HH Header Hangers Page 1 of 3
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HH Header Hangers
For fast, accurate installation of door and window headers and other cross
members. HH header hangers can speed up the job, strengthen the frame, and
eliminate the need for trimmers.
Material: 16 gauge.
Finish: Galvanized'
Installation: Use all specified fasteners. See General Notes. Load Table
Gallery of images
Code Reports
Drawings
Related Catalogs
Related Categories
Help for downloads
Gallery: t
roll over images below to see larger image
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F1 ' 'r . f' .
•
�`��� HH Load Directions HH4 Typical HH Installation
t
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Load Table: top
http:// www. strongtie. com/products /connectors/HH.html 5/3/2007
L/ 4S 'iA Reinforcing and Skewable Angles Page 1 of 4
www.stTorigtie.com `"Pr
L /LS /GA Reinforcing and Skewable Angles
The GA Gusset Angles' embossed bend section provides added strength.
L - Staggered nail pattern reduces the possibility for splitting. LS - Field- adjustable
0° to 135° angles.
•
Material: L - 16 gauge; GA and LS - 18 gauge
Finish: Galvanized. Some products available in stainless steel or ZMAX®; see
Corrosion Information. Load Table
Gallery of images
Installation: Code Reports
Drawings
Related Catalogs
0 Use all specified fasteners; see General Notes. Related Categories
® LS - field skewable; bend one time only. Technical Bulletins
® Joist must be constrained against rotation (for example, with solid blocking) Fliers
when using a single LS per connection. Help for downloads
o Nail the L angle's wider leg into the joist to ensure table loads and allow
correct nailing.
Gallery: top
roll over images below to see larger image
•
•
l ill r'
i , ', LS Top view LS L90 GA1
,1 '111,\' ` I ), , 11
e
' t f 1; i 1 . 1
r
F2
Typical LS70 Typical L50 Typical GA Typical L50
installation Installation Installation Installation
Nail the L
angles wider leg
into the joist to
ensure table
loads and allow
correct nailing.
Load Table: top
http : / /www.strongtie.com/products /connectors /L- LS- GA.html 5/3/2007
L/LS /rA Reinforcing and Skewable Angles Page 2 of 4
,t , 1'31'1 t i I 1� 1� i riiiri i , n_ii1''r 11 : ''iii 1 't ( 1�,, �1r1 t
t'Si< �,._.r..C.S3 :5 cVn 7�.'7 . n "_. Q� ?` �b..�srL' .6 ^L'. .,1. :Gtr �"� �..[.S
0 :? !! .'S ;7 ?ij rt j!' $ ::io ne �vai!? :':•; ; ii S ript;o7. cr eck l '!i SL!j sG :' its? r i3a.
Doug Fir - Larch/So. Pine 1 Spruce -Pine -Fir
Model L Fasteners Allowable Loads'-'-'' Allowable Loads' Code
o Floor ! Snow ' Roof 133/ Floor Snow Roof 1331 Ref.
{100) (115) (125) 160 ; (100) (115) (125) 160
110d
` 7:555 185 1t45 lay 138 16D
3:a 12}
:A? :;r: !: -10d 335 385 415 4+30 297. 335 335 335
1'0" . 3 4 -16d 27C 24C 240 .74D 1 1.0 ?55 2.0 F: 7C ^,5
6-10d 3.35 385 �•, � ,�., 420 445 29 336 3 5 i1112 ' ?o
Li: / 5 -10d 445 510 555 565 X81 435 <ra 485
L90 's 1'. ,, 10d 555 I 6 ti 895 74((. 18' 550 .., 610 2.39.86.127
-10 :1 235 . 385 4282 431) 29C . 335, 335 335
1,85t't a 11,14 451 52 5 .. ,. 611 39C, • 450 4 575
r�
.. L`. 6 . 1C-10<1 1 ,. i C 6-5 6/5 t l;. 1$.i tr,ll ",1 5800
6/0 ii-i 84C dc:rl 58C 6i0 113
1. Use a minimum lumber thickness of 1 3/4 ". For 1 1/2" lumber, use 0.81 of table load, except GA1 in F1 direction, use 185 lbs.
2 L angles -loads are for condition F1 or F2; LS angles -loads are for condition F1 only.
3. GA1 and GA2 angles table loads are F1 - Toads for F2 are 220 and 335 Ibs (100) and 280 and 415 lbs (125), respectively.
4. Roof Toads are 125 % of floor loads unless limited by other criteria.
5. Connectors are required on both sides to achieve F2 loads in both directions.
6. NAILS: 16d = 0.162" dia. x 3 1/2" long, 10d = 0.148" dia. x 3" long, 10dx1 1/2 = 0.148" dia. x 1 1/2" long.
See other nail sizes and information.
Code Reports (PDFs): See table above, if available, for specific product code references a t o p
ICC NER Reports (formerly NES Reports) about the ICC
Code Ref. 3: NER413 (907k)
A34/A35, A35F, DS, FC, HH, J /JP, L -30, L -50, L70 and L -90, NCA, NBA, SA and HSA, ST, FHA, MST,
MSTI, CMST and HST, TB, TC, VB and VBP, THMA, LTS /MTS, CS16, 18, 20, 22, WB, HGUS26 -2,
HGUS28 -2, HGUS210 -2, HGUS46, HGUS48, HGUS410
Code Ref. 7: NER443 (1.5mb)
CWB, GH, GLTV and HGL T V, LPC4, LS, LSTA /MSTA, LTB, MA, PB, PC /EPC, SP /SPA, THM -2,
WB /WBC, DJT14Z, DBT1Z, DPTZ, DRT8
ICC ER Reports (formerly ICBO Reports) about the ICC
Code Ref. 33: ER5357 (151k)
BCS, GA, HSUR /L, MASB, RPS /HRPS, TBE Connectors
Code Ref. 39: ER5672 (773k)
A34/A35/A35F, DS, FC, HH, J, JP44, L- 30/L- 50/L- 70/L -90, NCA, NBA, SA, HSA, ST, FHA, MST, MST;,
CMST, HST, TB, TO, VB, VBP, THMA, THMA -2, LTS, MTS, CS16 /CS18 /CS20 /CS22, \VB, HGUS.
Code Ref. 28: ER5275 (460k)
Light Gauge Steel Applications: LTB, LTS, N1AS, MTS, S /A23, S/I 1, S /H2, S /H2.5, S /H3, S /HD8,
S /I -1D10, S /HD15, S /LS50, S /LS70, S /LTT20, S /HTT14, S/MST, S /PAHD, S /HPAHD, ST, TB, A21, A23,
CMST12, CMST14, CS16, CS18, CS20, CS22, HFAHD22 -2P, L30, L50, L70, ICFLC, S /JCT8 -14,
S T HD8, STHD10, STHD14
City of Los Angeles Research Reports
Code Ref. 88: RR25119 (1.4mb)
http: / /www.strongtie.com/ products /connectors/L- LS- GA.html 5/3/2007
191r llik CITY OF TIGARD
LIABILITY
Approved
The City of Tigard and its Conditionally Approved . ( ):
employees shall not be For only the wror. as 9iescribed in:
RMIT NO \ C
responsible for discrepancies ( ):
which may appear herein. P I Letter to: Follow
Job Address, i I tr7 f\LO
By: Nst LA-) Date: ...n....5.3 r n
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Approved plans
shall be on job site.
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CITYDF. TIGARD
BUILDING DIVISION PERMIT #: BUP2007- 00228
13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 5/9/2007
Phone: (503) 639 -4171 ,1410It
Inspection Requests (24 Hrs.): (503) 639 -4175
INSPECTION WORKSHEET FOR DATE: 6/11/2007 TIME: 7:OOAM PAGE: 27
SITE ADDRESS: 15316 SW GREENFIELD DR CLASS OF WORK:
SUBDIVISION: SUMMIT RIDGE LOT #: 026 TYPE OF USE:
PROJECT NAME: W ESKE
DESCRIPTION: Convert 761 sq ft of crawl space to storage.
OWNER: WIESKE, JAMES PHONE #: 503.866 -1713
CONTRACTOR: OWNER PHONE #:
Inspection Request Scheduled For: Date: 6/11/2007 Pour Time:
Code # Inspection Description Confirm # Contact # Message
275 Framing 049965 -01 503-866-1713 N
Corrections /Comments /Instructions: /�
'i ooA SySi� 1 �j1.�r�Fi7�%� ( Ss . "vg LSG� <l'.A�. mei 7
VZ PASS n PARTIAL APPROVAL 111 CANCEL n NO ACCESS
❑ FAIL n CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED
Inspector: Date: �/l 0 7 Phone #: (503) 718-
•
CITY CIF- TIGARD Liu 1 2'S a -0
BUILDING DIVISION PERMIT #: BUP2007 -00228
13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 5/9/2007
Phone: (503) 639 -4171
Inspection Requests (24 Hrs.): (503) 639 -4175 1..
INSPECTION WORKSHEET FOR DATE: 5/25/2007 TIME: 7:17AM PAGE: 47
SITE ADDRESS: 15316 SW GREENFIELD DR CLASS OF WORK:
SUBDIVISION: SUMMIT RIDGE LOT #: 026 TYPE OF USE:
PROJECT NAME: WIESKE _
DESCRIPTION: Convert 761 sq ft of crawl space to storage.
OWNER: WIESKE, JAMES PHONE #: 503 - 866-1713
CONTRACTOR: OWNER PHONE #:
Inspection Request Scheduled For: Date: 5/25/2007 Pour Time:
Code # Inspection Description Confirm # Contact # Message
225 Post/beam structural 049081 -01 503-866-1713 N
Corrections/Comments/Instructions: /
C .-_ /Mile! /.,./.
ASS ❑PARTIAL APPROVAL _ CANCEL ❑ NO ACCESS
(l FAIL ❑ CALL FOR INSPECTION n ADDITIONAL FEES ASSESSED
Inspector: , Date:3" Phone #: (503) 718- �cj4ry
CITY Of :PGA RD
BUILDING DIVISION PERMIT #: BUP2007- 00228
13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 519/2007
Phone: (503) 639 -4171 , ��1 .
Inspection Requests (24 Hrs.): (503) 639 -4175 �_ ' .
INSPECTION WORKSHEET FOR DATE: 5/18/2007 TIME: 7:02AM PAGE: 55
SITE ADDRESS: 15316 SW GREENFIELD DR CLASS OF WORK:
SUBDIVISION: SUMMIT RIDGE LOT #: 026 TYPE OF USE:
PROJECT NAME: WIESKE
DESCRIPTION: Convert 761 sq ft of crawl space to storage.
OWNER: WIESKE, JAMES PHONE #: 503 - 866.1713
CONTRACTOR: OWNER PHONE #:
Inspection Request Scheduled For: Date: 5/18/2007 Pour Time:
Code # Inspection Description Confirm # Contact # Message
225 Post/beam structural 048580 -01 503-866-1713 N
Corrections /Comments/ Instructions:
/ !, - - i 24 '
1 P n PARTIAL APPROVAL n CANCEL n NO ACCESS
FAIL / CALL FOR INSPECTION ADDITIONAL FEES ASSESSED
4
Inspector: , Date: - /A° — 7 Phone #: (503) 718-
`: 4
CITY.OR- ARD ._., -- #-
BUILDING DIVISION PERMIT #: BUP2007-00228
13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 5/9/2007
Phone: (503) 639 -4171 A � fll Inspection Requests (24 Hrs.): (503) 639 -4175 �' fi: ..
INSPECTION WORKSHEET FOR DATE: 5/14/2007 TIME: 7:01AM PAGE: 42
SITE ADDRESS: 15316 SW GREENFIELD DR CLASS OF WORK:
SUBDIVISION: SUMMIT RIDGE LOT #: 026 TYPE OF USE:
PROJECT NAME: WIESKE 1 0
DESCRIPTION: Convert 761 sq ft. of craw space to storage.
OWNER: WIESKE, JAMES PHONE #: 503 -866 -1713
CONTRACTOR: OWNER PHONE #:
Inspection Request Scheduled For: Date: 5/14/2007 Pour Time:
Code # Inspection Description Confirm # Contact # Message
225 Post/beam structural 048218 -01 503- 530 -8071 Y
Corrections /Comments/ Instructions:
C✓ /t2ov— " Py
❑ PASS ❑ PARTIAL APPROVAL ❑ CANCEL n NO ACCESS
[4AIL ❑ CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED
Inspector: Date: 5 14- 63... Phone #: (503) 718- 2_4- 4-
______....
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