Permit CITY OF TIGARD MASTER PERMIT
71 a COMMUNITY DEVELOPMENT Permit#: MST2014-00127
13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Date Issued: 08/13/2014
T ''� 9 Parcel: 251036607500
Jurisdiction: Tigard
Site address: 12512 SW 123RD AVE
Subdivision: LAKE TERRACE Lot: 3
Project: Wylder
Project Description: Replace decking and railing on existing deck.
BUILDING
Floor Areas Required Setbacks Required
Stories: 0 Bedrooms: 0 First: 0 sf Basement: 0 sf Left 0 Parking Spaces: 0
Height: 0 Bathrooms: 0 Second: 0 sf Garage: 0 sf Front: 0 Smoke
Dwelling Units: 0 Third: 0 sf Right: 0
Detectors: No
Total: 0 sf Value: $4,500.00 Rear: 0
PLUMBING
Sinks: 0 Water Closets: 0 Washing Mach: 0 Laundry Trays: 0 Rain Drain: 0 Urinals: 0
Lavatories: 0 Dishwashers: 0 Floor Drains: 0 Sewer Lines: 0 SF Rain Storm Sewer: 0
Drains: 0
Tubs/Showers: 0 Garbage Disp: 0 Water Heaters: 0 Water Lines: 0 Catch Basins: 0
Bckflw Prevntr: 0
Footing Drain: 0 Ice Maker: 0 Hose Bib: 0 Backwater Value: 0
Drywell-Trench Drain: 0 Other Fixtures: 0
Other Fixture Units:
MECHANICAL
Fuel Types Air Conditioning: N Vent Fans: 0 Clothes Dryers: 0
Heat Pump: N Hoods: 0 Other Units: 0
Furn<100K: 0 Vents: 0 Woodstoves: 0 Gas Outlets: 0
Furn>=100K: 0
ELECTRICAL
Residential Unit Service Feeder Temp Srvc/Feeders Branch Circuits
1000 sf or less: 0 0-200 amp: 0 0-200 amp: 0 W/Svc or Fdr 0
Ea add'I 500 sf: 0 201-400 amp: 0 201-400 amp: 0 W/O Svc/Fdr 0
Mfd Home/Feeder/Svc: 0 401-600 amp: 0 401-600 amp: 0
601-1000 amp: 0 601+amp•1000v: 0
1000+amp/volt: 0
ELECTRICAL-RESTRICTED ENERGY
SF Residential
Audio 8,Stereo: N HVAC: N Security Alarm: N Vaccuum System: N Garage Opener N All
Other N Other Description: Ecompasing: N
BUILDING INFO
Class of Work: Type of Use: Type of Constr: Occupancy Group: Square Feet:
ALT SF VB R-3 0
Owner: Contractor:
WYLDER,RICHARD D SHEPARD BROTHERS MANAGEMENT LLC Required Items and Reports(Conditions)
12512 SW 123RD AVE 2830 NW 29TH
TIGARD,OR 97223 PORTLAND,OR 97210
PHONE PHONE: 360-772-0355
FAX:
Total Fees: $358.56
This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other app. -ble 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 s pended for m• the 180
days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification .r. Th•. es are set f• in OAR
4 952-00 10 through o•R 952-0' '0•I. You may obtain a copy of the rules or direct questions to OUNC by calling 503.2 r•.33�� 4.
Iss ed By: ♦ = 4....e../ ...&.—.1 i/ Permittee Signature: _ — 4m ."
Call 503.63'.4175 by 7:00 a.m.for the next available inspection date.
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 Permit Application ,
Residential 1�'G"���� FOR OI•FICE LSE ONLI
City of Tigard �Q�J(+ Re Permit No.:
.71. a • 13125 SW Hall Blvd.,Tigard,OR 9722311 4 2014 Plan Revi , - '� ��/�DD/
Phone: 503.718.2439 Fax: 503. Date/B : rw, a,IZES Other Permit: / e .. ��/ey
T I G A R I Inspection Line: 503.639.4175 OF TIGARD Date Ready luris: Eli See Page 2 for
Internet: www.tigard-or.gov BUILDI Notified/Method:6 Ip .!6 f Supplemental Information
NG DIVISIO' ><M911/ A--/.��
TYPE OF WORK REQUIRED DATA:1-AND 2-FAMILY DWELLING
❑New construction ❑Demolition Permit fees*are based on the value of the work performed.
Indicate the value(rounded to the nearest dollar)of all
IRAddition/alteration/replacement ❑Other: equipment,materials,labor,overhead,and the profit for the
CATEGORY OF CONSTRUCTION work indicated on this application.
,l 1-and 2-family dwelling ❑Commercial/industrial Valuation: $ ti( etr-..
El Accessory building ❑Multi-family Number of bedrooms:
El Master builder ❑Other: Number of bathrooms:
JOB SITE INFORMATION AND LOCATION Total number of floors:
Job site address: I Z 5 a J 2.3 New dwelling area: square feet
City/State/ZIP: 1,5a DR q 12L 3 Garage/carport area: square feet
Suite/bldg./apt.no.: 1 Project name: W 1 co ea._ Covered porch area: square feet
Cross street/directions to job site: r,J41 vt‘.tt ' )2-S 14 -P( Deck area: IZ bc- square feet
Other structure area: square feet
REQUIRED DATA:COMMERCIAL-USE CHECKLIST
Subdivision: Lot no.: Permit fees* are based on the value of the work performed.
Indicate the value(rounded to the nearest dollar)of all
Tax map/parcel no.: equipment,materials,labor,overhead,and the profit for the
DESCRIPTION OF WORK work indicated on this application.
Valuation: $n K�00.2.-e- CULL C � p z1.-' I
Existing building area square feet
New building area: square feet
,PROPERTY OWNER ❑ TENANT Number of stories:
Name: f-1 4 tun Wide\ [4)1_31A o Type of construction:
Address: 1 Z S i Z. 5C<-) I Z 3 vT-IL Occupancy groups:
City/State/ZIP: Q tie, DR. g 7 2 2 Existing:
Phone:( ) Fax:( ) New:
®APPLICANT ❑ CONTACT PERSON BUILDING PERMIT FEES*
(Please refer to fee schedule)
Business name: S (3vc,. 4 1NI,t..wc.,�,,p..tis-=� Structural plan review fee(or deposit):
Contact name: A S `5 `'!"'" V
FLS plan review fee(if applicable):
Address: z S SO ilWf{--
p Total fees due upon application:
City/State/ZIP: �t��w�vC .7'7z ) (
�
Phone:0560 ) -?72- 6 5S Fax::( )
Amount received: -- "`
E-mail: r43 w �0'Czti -P ` r Goy PHOTOVOLTAIC SOLAR PANEL SYSTEM FEES*
Commercial and residential prescriptive installation of
CONTRACTOR roof-top . ted Photo Voltaic Solar Panel System.
Business name: .54_;,—.„,_r ��� ������ Submit two(2) -of roof plan with connection d-
and fire department ac - : :long with th- : t Oregon
Address: Solar Installation Specialty Co,• :•- • rst.
Permit Fee(includes pl. -view
City/State/ZIP: and admin.:.alive fees): $180.00
Phone:( ) Fax:( ) State surcharge %of permit fee): .21.60
CCB lic.: IJ 9 $'Z O S
Total fee •ue 1 con appication: $201.60
Authorized signature: 411101 /, / This permit application expires it a permit is not obtained
within 180 days after it has been accepted as complete.
/ / *Fee methodology set by Tri-County Building Industry
Print name: �� - N 1 Date: y Service Board.
[:\Building\Permits\BUP-RESPeerrmititA`"p'p..doc 02/24/2011 440-4613T(11/02/COM/WEB)
Building Permit Application Checklist
One- and Two-Family Dwelling FOR OFFICE USE ONLI
City of Tigard Received
III • 13125 SW Hall Blvd.,Tigard,OR 97223 Dateciat
■ Phone: 503.718.2439 Fax: 503.598.1960 Associated permits:
24-Hour Inspection Line: 503.639.4175 0 Electncal ❑ Plumbing 0 Mechanical
TIGARD
Internet' www.tigard-or.gov ❑ Other:
THE FOLLOWING ITEMS ARE REQUIRED FOR PLAN REVIEW Yes No N/A
I land 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. El ❑ ❑
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
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- ❑ ❑ ❑
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 Ore.on and shall be shown to be a licable to the sro'ect under review.
it RISDI( I'ION.AL SPECIFICS
23 Three(3)site plans are required for Item II 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"buildingplans 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 ❑ Cl ❑
Street Tree List. _
29 Site plan to include trees and tree protection measures as required by conditions of approval. Tree locations,driplines, CI ❑ ❑
and protection measures must be drawn to scale and must include the project arborist's signature of approval.
30 A Clean Water Services'Sensitive Area Pre-Screening Site Assessment form is required for all building additions, ❑ El ❑
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:1Building\Permits\BUP-RESPermitApp.doc 02/24/2011 44046 13T(1 1/02/COM/WEB)
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IN City of Tigard
■
COMMUNITY DEVELOPMENT DEPARTMENT
T I G A R D Building Permit Review — Residential
Building Permit #: H'T / cc/a'-.7
Site Address: i a 5 !a S w 62-- la-3.-8
Project Name: (jOy(,D g.0 Lot #:
(New dwelling=subdivision name;Addition or Alteration=last name of owner)
Planning Review a,S r ,.)a. -r,f a r
Proposal: R(�IAct,f,4 o� 1 5 (et. � � ci ac1��. D-�I .
Verify site address/suite #exists and active in permit system.
Site Plan Elements:
❑Three (3)copies of site plan �sting structures on site
Site plan must b g on 8-1/2"x 11"or 11 x 17"paper ' ootprint of new structure(including decks)with finished
Dibrawn to scale(standard architect or engineer scale) floor Ovations
North arrow UNti e locations(required for new,may apply for additions)
XSite address,project or subdivision name and lot number Lo at n of wells/septic systems
$Applicant information(name and phone number) Erosion control(including drainage-way protection,silt fence
I'4 of dimensions and building setback dimensions design,location of catch basin,etc.)
'A Lot area,building coverage area,percentage of coverage and A twitS}ames
NN* impervious area(applicable if R-7,R-12,R-25&R-40) &B it size,type and location
Property corner elevations(2 foot contour lines if more than , Exxii tttlg trees to be retained with drip line,and tree
4 foot differential) protection measures
Clean Water Services-Service Provider Letter: (lot platted prior to 9/10/1995):
Required: 0 Yes No Received: ❑ Yes 110 No
P. Land Use Case #: NV A
( Zoning: - y .5
pc Setbacks: Front Rear l 5 Side 5 Street Side Garage
Landscape Requirement: NONi % M 0.-c- �'`^ 15 �e e
_`7-" -I-a v e 6,-c p v-oec e l) I ivt.A-
Lot Coverage Maximum: 1
SBuilding Height: Maximum Height 3 0 Actual Height 6 e�� - ' Cktr 1
Visual Clearance N/pt P d 1'h
iI Easements
Cgl Sensitive Lands: 0 Yes ❑ No Type b K.- r-ci tN C l,,t f-ii G ••d
tki/ft/f Urban Forestry Plan
NA A Conditions Met 1
Notes: iCc .ui e -ey s4— 4- (e fla c.rt_ ..tee••+ w"\l `1 — (ft S e^S . }: tR I a- ■cl_r
-e J e ,---i vecbu : rt8. •
Approved By Planning: C∎u O yL Q� at,vLe--- Date: `c3 - 51 -/1
Revisions (after Building Submittal only) Reviewer Date
Revision 1: ❑ Approved ❑ Not Approved
Revision 2: ❑ Approved ❑ Not Approved
Revision 3: ❑ Approved ❑ Not Approved
1:1Buil ding\Forms\Bl dgPerm itRvw_RES_042914.docx
Building Permit Submittal
Original Submittal Date: V/1f//�
Site Plans: # 5
Building Plans: #
Building Permit#: Enter b uilding permit#above.
Workflow Routing: [Planning .a—Engineering EiPermit Coordinator a Building
Workflow Sign-off: 3Sign-off for Planning(include notes from planning review)
Route Application Documents: engineering: (1) copy of permit application, (1) site plan, (1) building plan and
original plan review routing form.
uilding: original permit application, site plans,building plans, engineer and
beam calculations and trust details,if applicable,etc.
Notes:
By Permit Technician: �J Date: 4f y7;y
Engineering Review
❑ Actual Slope:
❑ Conditions Met
Notes: < IJo
Approved by Engineering: Date: 8 , /L/
Revisions (after Building Submittal only) Reviewer Date
Revision 1: ❑ Approved ❑ Not Approved
Revision 2: ❑ Approved ❑ Not Approved
Revision 3: ❑ Approved ❑ Not Approved
Permit Coordinator Review
❑ Conditions Met- Prior to Issuance of Building Permit
Notes:
Revisions (after Building Submittal only)
Revision Notice 1: Date Sent to Applicant:
Revision Notice 2: Date Sent to Applicant:
Revision Notice 3: Date Sent to Applicant:
OK to Issue Permit
Approved by Permit Coordinator: ' , 1 Date: WA/
uilding\Forms\BldgPermitRvw_RES_042914.docx
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RECEIVED
AUG 4 2014
CITY OF TIGARD
I' 3 BUILDING DIVISION
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RECEIVED
AUG 4 2014
CITY OF TIGARD
I t 3 BUILDING DIVISION
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CITY OF TIGARD
REVIEWED FOR CODE COMPLIANCE
Approved: [
OTC:
Permit#: tt162',(4-
Address: (2-3a
Suite#: 1
By: TPsn Date: eir 26
OFFICE COPY
10,
I2 51 2 so RECEIVED
Tv' 0:772 AUG 42014
! TIGARD
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BUILD'RA IVISION
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Architectural Stainless Cable Assemblies
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Stainless Cable Solutions LLC
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316 Stainless Steel
Virtually Invisible
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Custom Assemblies
Light and Strong
Durable
Maintenance Free
Architectural Stainless Steel
Cable Assemblies
The Clear Choice !
Architectural Stainless Cable Assemblies
Cable Assemblies 3 The clear choice in choosing a hand rail system
because less is more. It provides a virtually invisible
Tensioning Terminals 4-5 railing that will not block your view. It is mainte-
Termination Terminals 6 nance free,strong and durable leaving you time to
enjoy the beauty of such a simple engineered
Cable & Accessories 7 system.
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Page 2
Cable Assemblies
Jaw Toggle Assembly features forked ends for attachment to steel or
wood using eyes or tabs with 114" holes drilled 3/8" from the edge of plate.
Measure to center pin.
64116
Deck Toggle Assembly attaches to wood or steel using stainless lags or
bolts.The system articulates over 130 degrees for angled applications.
14 Measure to inside of post face.
Button Toggle Assembly is very simple to set up and install. Drill your holes
through steel or wood posts and the button tab butts against the face.
14 Measure to outside of post face.
a
Threaded Tensioning Terminal Assembly is a versatile system. You can use
any of the termination fittings on the next page for many different applications.
14 Measure to outside of post face. °I
4 . . t_ page
Tensioning Terminals
Jaw Toggle Turnbuckle
A closed bodied turnbuckle with capabilities of angled applications. Great for direct
attachment to an existing structure using eyebolts. Can also be attached to steel by
drilling and tapping the post.
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Part# Cabe in 7`hr Closed , L PRA!
...-w.wr ...... iLS*'�Tie i
JTB358 3/16" MS 1/4" I/4"-28 8-1/4 II-1/2"
HSJTB358 3/16" HS 1/4" I/4"-28 8-3/8" 11-314"
Deck Toggle Turnbuckle
Attaches directly to face of wood or metal posts with lag screws or bolts. Usually
combined with deck toggle terminal.A 130 degree pivot allows for angled applications.
DTB358 3/16" MS 1/4" 1/4"-28 7-1/2" I I-1/4"
HSDTB358 3/16" HS 1/4" I/4"-28 8" 11-1/2"
Button Turnbuckle
A beautiful fitting with elegance and class. Used for wood and steel applications for a
clean appearance on faces of posts. Simply drill your holes in your vertical members
run your cable through the holes and tension your cables with your turnbuckle. The
button sits flush on the posts for a clean , sharp look.
BTB358 3/16" MS 1/4" I/4"-28 9-3/8" 13"
HSBTB358 3/16" HS 1/4" 1/4"-28 9-3/8" 13"
page 4
Tensioning Terminals
Versa-Ball Turnbuckle
A sleek versatile turnbuckle for angled applications in steel and wood. By placing the
counter sunk versa-ball on the button terminals you can convert to any angled applica-
tion.The ball seeks its own center covering the drilled hole for a beautiful finished look.
Part# Cable Swagill Vir neaosL
VBTB358 3/16" MS 1/4" 1/4"-28 9-3/8" 13"
HSVBTB358 3/16" HS 1/4" 1/4"-28 9-3/8" 13"
Threaded Tensioning Terminal
An economical little fitting with 2.5 inches of adjustment. These fittings can be used for
steel,wood or angled applications using the versa— ball. Made in several different
lengths to accommodate 4 and 6 in posts.Also , made in a hand swage model so the
do-it-yourselfer can swage the cable on site.
onewslemis
TTMS358 3116" MS 1/4" I/4"-28 3-1/2"
HSTT358 3/16" HS 1/4" 1/4"-28 4-1/4"
LTTMS358 3/16" MS 1/4" I/4"-28 7"
Versa-Ball and 30 Degree Angle Hinge
The 316 stainless steel versa— balls and angled washers make angled
applications a snap.We carry the versa —balls in flush and countersunk
models. Used in conjunction with the button terminals you get a beau-
tiful finished application on stairways.
CAB2535 I/8"& 3/16" 3/8" Counter Sunk Versa-Ball
AH36I 3/16" 3/8" Flush Angle Hinge
page 5
Termination Fittings
Jaw Toggle Terminal
A great terminal for angled applications to wood or steel.Attaches quickly to
drilled tabs or eye bolts. A 180 degree pivot is a great choice for stairs and rails.
wel111111111 Jaw Width Jaw DAIII
JTT358 3/16" MS 1/4" 3-1/2" 5/16" 7/8"
Deck Toggle Terminal
A versatile fitting with the capabilities of angled applications. Great for direct attach-
ment to an existing structure. Can also be attached to steel with eyes or tabs
Part# Cable Swage Holes Length r`
Button Terminal
A great clean looking terminal that can be used for wood or steel applications.
Combine this terminal with a half ball adapter for angled applications.
0+41358.- r,41:
Half Ball Terminal
The button terminal combined with this 316 stainless steel half ball is a beautiful corn-
. bination.The ball finds its own center on angled holes.We carry both flush and coun-
tersunk types for slightly different looks.
DHT358 3/16" MS 2" 9/16"
page 6
Stainless Steel Cable & Accessories
Stainless Steel Cable
The usual choices for architectural hand railing systems are 1/8 in and 3/16 in cable.
I X19 type is a very rigid construction used in straight runs only. 7X7 type is a more
flexible cable and can bend around corners up to a 45 degree angle. You can offset your
corner posts and continue the cable run using only 7X7 cable.
*••_ 1X19
Part# Cablerinstruction Minii l b Run
WR-77-13 118" Y: 1566 lbs Flexible Bends .
WR-77-2I 3/16" 7X7 3293 lbs Flexible Bends
.. • ..: .� s�- 7X7
Nuts & Bolts
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A. Hex Nuts D.Anti Bite Shim
Attaches and tensions the threaded tensioning Protects the corner and stairway transitions
terminals. Finish with a flat washer and acorn from cable wear.
nut.
B. Flat Washer E.Versa - Ball (Flush) & (Countersunk)
Provides support for tensioning terminals and Fits directly on the button terminals and button
nuts. turnbuckles for a quick clean conversion to
angled applications.
AH36I 3/16" 30
C. Acorn Nut F.Angle Washer I/4"& 3/8 in" hole
Provides a finished detail to threaded tensioning Provides a flat bearing surface for the threaded
terminals when using hex nuts. tensioning terminals and button terminals.
AH36I 3/16" 30
page 7
Architectural Stainless Cable Assemblies
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Stainless Cable Solutions LLC
Stainless Cable Solutions LLC
2160 Long St.
West Linn,OR.97068
Phone:503-830-2123
Fax:503-722-9698
www.stainlesscablesolutions.com
The Clear Choice !
IWPAgi -. ..
Stainless Railing Solutions Lrc
Architectural Stainless Railing Systems
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Stainless Steel Posts
IStainless Steel Skins
Architectural C : -:'e Assem`plies
• Stainless Steel Posts
• Stainless Transformer Caps
• Stainless Skins For Top Rail
• Durable And Maintenance Free
• Virtually Invisible
• Accepts Any Wood Top Railing Material
• No Welding On Site
The Clear Choice !
S7- Stainless Railing Solutions«c
provides pre-drilled 304 grade stainless posts for all your cable railing needs.
Attach your posts to the deck with stainless lags. Insert the appropriate transformer
caps and screw fast your SRS skins or wood top rail.Then install your custom cut
stainless cable assemblies and you will have a durable,maintenance free,invisible
railing system that will last a lifetime!
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Contents
Universal Stainless Posts PG3
Transformer Caps PG4
erminaUion Fittings PG5-6
Tensioning Fittings PG 7-8
Cable • PG 9
Nuts & Bolts PG 10
SRS Skins PG ii
Contact P012
Am
Page3 Universal Stainless Posts
f39" Universal Termination Post
iY
The UTP39,304 grade stainless termination
,•o` post is developed and manufactured exclu-
sively by SRS.The pre—drilled versatile
stainless posts are flange mounted to the deck.
The transformer caps slip into the top for any
deck profile. No welding on site is required.
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3964 Universal Intermediate Post
The UIP39, post has exactly the same outside i
dimensions as the termination posts with the -
exception of a 1.5 mm wall thickness.The in-
termediate posts do not hold a load since the
stainless cable infill runs through the posts.
The UIP39 posts provide support for the top
rail only.
39" Universal Stair Post
The USP39 is designed for intermediate stair
Ipost applications.The posts are not drilled.The
1 USP39 posts are designed to be drilled in the
field to match the pitch of your stairs.
u• Nali tn,nd. Y ••■•• Spann Stainless
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Termination Post 304 SSA', -`
11 Holes 3"On Center
180 Grit Brushed Finis
Tig Welded
: • exandria VA. 4"X 3/16"Flange
Transformer Caps Ritie `t
Inl prmedia Post Cap lig10
The IPi8o is designed to be used on the inter-
mediate posts of your run. It can also be used
to terminate a short run that ends on each side.
Slip the cap inside the post and fasten from the
side. Install the top rail with screws from un-
derneath the transformer caps.
.Corner Post Cap 90
The CP90 is designed for 90 degree corners.
The transformer cap is made of 304 grade
stainless and connects to the post from the
side.All fasteners are hidden from sight after ± ;
the top rail and blocking are screwed fast to the j '- `
transformer cap.
Octagon Post Cap 135 1
The OP135 is used on all 135 degree corners.
An example of this would be the turns in an
octagon. Install the cap and pop rivet fast to
the post. Miter your top wood cap and screw in
place from underneath for a maintenance free
railing system for years to come.
Adjustable Stair Post
The SPi8o is designed for all stair applica-
tions.The adjustable top will articulate to any
degree of your stairs.Just cut the top of the
{ post at the pitch of your stairs.Slip the SPi8o
inside the post and pop rivet fast.
The SGRB37 is used when one ter-
mination post has a horizontal run at the top of
the stairs. By attaching the SGRB37 on the
y Y same post you can attached the wood grab rail
P Y g
at 37 degrees going down the stairs.
Page Termination Fittings
Button Terminal
The BT is the main termination terminal used
with the SRS railing system.The fitting can
only be machine swaged at the SRS shop. Slide
the custom cut cable though all the posts and
tension.The button terminates on the outside ,
face of the post.
Item * Cable Length Drill Specs Button Width Stainless
BT249 1/8" 2.>5 5/i6" 9/16" 316
BT353 3/16" 2.25 3/8" 9116" 316
BT494 1/4" 3•5(1" 1%2" 3/4" 316
Dec
The DTT is designed for surface mounted ap-
plications.The DTI'fitting is used for wood
railing,or composite material. It is also a great
choice for stair applications since it articulates
135 degrees.
Item * Cable Length Wing Length Hole Size Stainless
DIT249 1/8.. 2.123" '2 " 1/4" 316
DTT358 3/i6" 2311" •2" --i 1/4" 316
Jaw To le Terminal
The JTT is used mainly on steel applications. I
By welding angle iron to the posts you can
mount directly to the steel tabs or eye bolts.
The JTT is rarely used on SRS post systems.
Item • Cable Length Jaw Width Holc Size I Stainless
JTT249 i;b" I 2.910.. 5/16" 1/4._ 316
• JTT358 3/16° 3.110" 5/16" 1/4" 316
Termination Fittings h;IgI
Loci, T Terminal ( MS )
The LTMS is a great choice for terminating
cable strands on the SRS railing system.The
Lock-T is machine swaged to the cable.Then
i '. is inserted into the stainless post.Once ten-
sioned the fitting lock T's inside the post.Also,
a great choice for stair applications.
Item # Length Width Drill Specs Swage Stainless
I.TMS249 1.75" .25" 9/32" + 1.25" 316
LTHS249 1.75" 25" 9/32" 1.25" 1 316
Lock T Terminal ( 11 $ )
The LTHS is a versatile termination fitting
designed for use with the SRS stainless post
system.Slip the bitter end of the cable through
all your intermediate posts then cut the cable
to length and hand swage the LTHS in the field
for a custom cut cable assembly.
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StainIess26CbIe Solutions lic
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UNLESS NOTED OTHERWISE: PROJECT NO: STAINLESS CABLE SOLUTIONS,LLC.
12.004
DATE: 2160 LONG STREET
1. DIMENSIONS ARE IN 0&.20-2013 WEST LINN,OR 97068
INCHES MATERIAL: TITLE:
2. TOLERANCES:
806115
x= 0.1 ALUMINIUM TERMINATION POST
x.x= 0.1 LENGTH=16-2' TP100
x.xx= 0.01 FINISH:
x.xxx= 0.001 POWDERCOAT
6 MIL MIN REVISIONS: SHEET NO.:
3. SCALE:1:1 DRAWN: CVR S3
PM: .INF S3
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