Plans /6u f)>1(. -WI) 7 /,
WALL SIGN DESIGN S 4 L % /5/'( K,/
Scope of work is for the design of the connection of the interior wall sign to the existing structure only. tvJ
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YOUR PERSONAL JEWELER SINCE 1912
Cleat Locations
15'-01/2-
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YOUR PERSONAL JEWELER SINCE 1912
Design Pressures: Cleat Locations
F= -5.00 psf 1/4" DIA. ROD WITH TOGGLER THROUGH
Sign Dead Load= 4.00 psf(max) SHEETROCK, TYP. AT 3' O.C. ALONG TOP
Fastener Capacities: AND BOTTOM OF SIGN
Tc=' 89 lb
Vc= 81 lb
.05) PROFe
Max trib.area= 9.47 ft2 =1/(((-5*-1)/891b+4/811b) � ‘ C' t N FR /�
44' 725 PE
Sign Geometry:
Height= 3 ft
Width= 15.25 ft Iry /4
Area= 45.8 ftZRy g ti ��
Space anchors along top and bottom of sign "44.,/ U �
#of fasteners= 5 required(min.) JOSEPH N1`Q'
Fastener spacing= 73 in o.c.(max)along top and bottom of cabinet,(15.25'•2)'12/(5 fasteners)
Actual Spacing= 36 in EXPIRES:12-31-2016
Provide 0.25"dia.Rod with Snaptoggle Toggler at 36"o.c.along top and bottom of sign
9570 SW Barbur Blvd Project Name Ben Bridge Wall Signs Project# 160450
Suite One Hundred
Portland,OR 97219
Location 9585 SW Washington Square Road, Space 405, Portland, Oregon
MILLER Client Tube Art Group
Phone 503.246.1250
CONSULTING Fax 503.246.1395 CJM4/12/16 4/12/16 1 of 1
www.miller-se.com By Ck'd Date Page
ENGINEERS
GENERAL
THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK NECESSARY
FOR COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS. SHOULD ANY QUESTION ARISE
REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE CONTRACTOR SHALL REQUEST
INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE PROJECT. THE ABSENCE OF
SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND FAMILIARIZED HIMSELF WITH ALL
ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION THEREOF. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS DURING CONSTRUCTION.
THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE
SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS. ONLY
THE CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND RELATED EQUIPMENT NECESSARY TO PROTECT
THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR
SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW
TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN THE FIELD.ANY MATERIAL NOT AS
SPECIFIED OR IMPROPER MATERIAL INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH
SPECIFIED MATERIAL IN A WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE.
THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE PROJECT
SPECIFIED HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS AND
SPECIFICATIONS OR THE DESIGN, ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON ANY PROJECT
OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. OBSERVATION VISITS TO THE
JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL ENGINEER'S RESPONSIBILITY UNLESS
THE CONTRACT DOCUMENTS SPECIFY OTHERWISE.
NON STRUCTURAL PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE PROTECTION, LAND
USE, SITE PLANNING, EROSION CONTROL, ELECTRICAL, MECHANICAL, FLASHING AND WATER-PROOFING ARE
BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. EXISTING STRUCTURAL ELEMENTS ARE
DESIGNED BY OTHERS. SCOPE OF WORK IS FOR THE DESIGN OF THE CONNECTION OF THE WALL SIGN TO THE
EXISTING STRUCTURE ONLY.
SPECIAL INSPECTION OF WELDS AND POST INSTALLED ANCHORS ARE TO BE PROVIDED BY A SPECIAL INSPECTION
AGENCY AS REQUIRED BY THE BUILDING OFFICIAL FOR ELEMENTS OF THE PROJECT THAT DO NOT MEET THE
APPROVAL OF CONSTRUCTION OF A MINOR NATURE OR AS WARRANTED BY CONDITIONS IN THE JURISDICTION
(SECTION 1704.2, EXCEPTION 1).
CONTRACTOR TO VERIFY ALL CONDITIONS PRIOR TO FABRICATION OR INSTALLATION. ENGINEER OF RECORD FOR
THE PROJECT IS TO BE NOTIFIED IF CONDITIONS DIFFER FROM WHAT IS SHOWN ON THE DRAWINGS.
BUILDING CODE
ALL PHASES OF THE WORK SHALL CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE, BASED ON THE
2012 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE.
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✓OSEPH Mai`
EXPIRES:12-31-2016
9570 SW Barbur Blvd Project Name Ben Bridge Wall Signs Project# 160450
Suite One Hundred
Portland,OR 97219
Location 9585 SW Washington Square Road, Space 405, Portland, Oregon
Client Tube Art Group
MILLER Phone 503.246.1250
CONSULTING Fax 503.246.1395 CJMIL+hM 4/12/16
www.miller-se.com BY Ck'd Date Page
ENGINEERS
DESIGN LOADS
THE FOLLOWING ARE THE DESIGN REQUIREMENTS:
STRUCTURAL DESIGN CRITERIA
RISK CATEGORY II
LATERAL LOAD: 5 PSF
ALUMINUM
ALL STRUCTURAL ALUMINUM SHAPES AND PLATES TO BE 6061-T6.ALL WELDS TO USE 4043 ALUMINUM FILLER
ALLOY. A PROTECTIVE BARRIER SHALL BE PROVIDED BETWEEN ALL STEEL AND ALUMINUM TO PREVENT
CORROSION.ALL WELDING TO CONFORM TO AMERICAN WELDING SOCIETY(AWS)D1.2.WELD LENGTHS SHOWN ARE
EFFECTIVE AS SPECIFIED PER THE ALUMINUM DESIGN MANUAL.WELDING SHALL BE BY AWS CERTIFIED WELDERS
FOR WELD TYPES SPECIFIED.WHERE WELD LENGTHS ARE NOT SHOWN, THE WELD SHALL BE FULL LENGTH OF
MEMBERS BEING JOINED.ALL BUTT WELDS SHALL BE FULL PENETRATION WELDS UNLESS NOTED OTHERWISE ON
STRUCTURAL DRAWINGS.ALL WELDS TO RECEIVE THE SAME FINISH COAT AS THE MEMBER BEING WELDED.ALL
FASTENERS IN CONTACT WITH ALUMNIUM TO BE TYPE 304 STAINLESS STEEL WITH MATCHING NUTS OR HAVE A
PROTECTIVE BARRIER TO PREVENT CORROSION. NUTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION.
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JOSEPH\
EXPIRES:12-31-2016
9570 SW Barbur Blvd Project Name Ben Bridge Wall Signs Project# 160450
Suite One Hundred
Portland,OR 97219
Location 9585 SW Washington Square Road, Space 405, Portland, Oregon
MILLER Client Tube Art Group
Phone 503.246.1250
CONSULTING Fax 503.246.1395 CJ MISM 4/12/16
www.miller-se.com BY Ck'd Date Page
ENGINEERS