Report (2) ; lPz020--00 P4ff /'/S J,�/r/
WALL SIGN DESIGN / ?727 C/ C G7 -i
Scope of work is for the design of the connection of the wall sign to the existing structure only.
See following pages for structural notes.
ASCE 7-16-Components and Cladding
Wind Speed,V= 98 mph
Risk Category= II
Exposure Category= B
Sign Height= 20.00 ft(max)
Topo.Factor,Kzt= 1.00
Direct.Factor,Kd= 0.85
Corner Zone: No
Resulting Parameters and Coeffidents:
Wall External Pressure Coeffdents,GCp:
GCp Zone 4 Pos.= 0.90
GCp Zone 5 Pos.= 0.90
GCp Zone 4 Neg.= -0.99
GCp Zone 5 Neg._ -1.26
a= 7.00 \� G� PROP
zg= 1200
Kh= 0.70
iN
qh= 8.8 psf =0.00256"0.71`0.85`98"2'(0.6,allowable) [4 F
Case 1,F(-)= -9.6 psf =(-0.99)1.8psf
725 ,PE
Case 2,F(+)= 7.9 psf =(0.9)11.8psf •
Sign Geometry:
Height= 1.50 ft(total)
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Width= 14.33 ft(max) `(/� 0
%solid area= 60% 9,P1 /fy 08
Area= 12.9 ft2 =1.5'14.33'60%
Sign Thickness= 5.00 in(channel letters or cabinet) `c ✓05EPH MP�
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Sign Dead Load= 4.00 psf(max)
Appx.Weight= 52 lb =4psf 12.9 EXPIRES:12-31-2020
Vertical offset= 0.00 in(positive#denotes centroid of sign above centroid of connection)
Raceway Behind Channel Letters
Raceway Height= 8.00 in
Raceway thickness= 5.00 in
fastener couple= 8.00 in(vertical)
Total#of fasteners= 8 (minimum)
50% of fasteners resisting tension due to eccentricities
V,fastener= 7 lb =52/(8 fasteners)
M,case 1= -390 in-lb =-9.6*12.9`0"-52'(5"/2+5")
T,case 1= 28 lb =390/8"/(8 fasteners`50%)+9.6'12.9ft'/(8)(Upper fasteners in tension)
M,case 2= -390 in-lb =7.9'12.9'0"-5215"/2+5")
T,case 2= 0 lb =390/8"/(8 fasteners`50%)-7.9`12.9fW(8)(Upper fasteners in tension)
finish thickness= 0.00 in(non-structural)
o.d.of pipe spacer= 0.00 in
add!tension= 0 lb
T,fastener= 28 lb
V,fastener 7 lb
Wall Const.: Concrete
Fastener Type:Dewalt Power-Stud+SD1
Fastener Size: 0.375 in
Tc= 610 lb>28 OK5%
Vc= 580 lb>70K1%
0.06<1.00 OK
Use 0.375"Dewalt Power-Stud+SD1 fasteners to Concrete 3/8"dia. DeWalt Power-Stud+SD1 with 2
1/2" min. embed into concrete, Typical at
(8)approximate locations shown
i 14'-4" •
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Rovente Pizzeria Raceway Connection 200597
MILLER Project Name Project#
q CONSULTING Location 13727 SW Pacific Hwy,Tigard, OR
ENGINEERS •
Client Hannah Sign Systems
•
9600 SW Oak St#400 503.246.1250 CJM CPS- 6/4/2020 1 °13
Portland,OR 97223 mlllarae.com By Ck'd Date Page
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.
IN ACCORDANCE WITH SECTION 1704.2 EXECPTION 1, NO SPECIAL INSPECTIONS ARE REQUIRED FOR POST-
INSTALLED ANCHORS AS THE LOADING IS A MINOR FRACTION OF THE CAPACITY OF THESE ELEMENTS.
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 2019 OREGON STRUCTURAL SPECIALTY CODE, BASED ON THE
2018 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE.
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EXPIRES:12-31-2020
1 Project Name Rovente Pizzeria Raceway Connection Project# 200597
t MILLER
E ENGINEEERSRS Location 13727 SW Pacific Hwy,Tigard, OR
ENGIN
Client Hannah Sign Systems
9800 SW Oak St#400 603,248.1250 L 2 of 3
Portland,OR 97223 mIller-ae,com By CJM Ck'd P5 Date 6/4/2020 Page
DESIGN LOADS
THE FOLLOWING ARE THE DESIGN REQUIREMENTS:
STRUCTURAL DESIGN CRITERIA
RISK CATEGORY II
WIND DESIGN DATA
BASIC WIND SPEED(3 SEC GUST) 98 MPH
EXPOSURE B
POST-INSTALLED ANCHORS
ANCHORAGE •
ANCHORS SHALL BE AS SPECIFIED ON THE DRAWINGS. ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH
THE MANUFACTURERS INSTALLATION CRITERIA AND PER THE CURRENT ICC EVALUATION REPORT FOR THE
ANCHOR.ANCHORS ARE NOT TO CUT THROUGH ANY EXISTING STEEL REINFORCING.
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 ALUMINUM TO BE HOT DIPPED GALVANIZED WITH MATCHING NUTS OR HAVE A
PROTECTIVE BARRIER TO PREVENT CORROSION. NUTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION.
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EXPIRES: 12-31-2020
Project Name __ Rovente Pizzeria Raceway Connection Project# 200597
AI MILLER
CONSULTING Location 13727 SW Pacific Hwy,Tigard, OR
ENGINEERS
. Client Hannah Sign Systems
9800 SW Oak St 0400 503.248.1250 ,I L P� 6/4/2020 3 of 3
Portland,OR 97223 miller-scow By Ck'd Date Page