Specifications 64)I
INTERFACE ENGINEERING 6542 SE Lake Road
M;Iwauwe,OR97222
Consulting Engineers 503.659.6394 OFFICE
503.659.9029 FAX
7 n:
' JS Transmittal
COMPANY: VLMK Engineers DATE: May 26, 1999
ATTENTION: Kim S. MATERIALS SENT VIA:
ADDRESS: 3933 Southwest Kell Avenue
y am' , k MESSENGER :. _ MAIL
Portland, OR 9720 I -4393 "- ' _"" '
f � : . .mar
FROM: OTHER
Jason Sullivan ="�
�
`ys. � x
SUBJECT /PROJECT: Tigard Triangle Office Bldg. - PROJECT NUMBER: 99278
Envelope Code Check
WE ARE SENDING YOU:
QTY
Prints, Sheet Nos.:
Specifications: Final Draft Mechanical Electrical
Original Drawings: Mylar Vellum
Sheet Nos.:
Submittals that we have reviewed (one copy retained for our files)
Computer Disks: CAD Text
Contents:
Proposal
Equipment Cuts
X Energy Code Analysis X Envelope Mechanical Electrical
Other:
THIS MATERIAL IS SENT:
For your review, please respond For your record purposes
Per your request For your action
Other:
COMMENTS:
DISTRIBUTION:
S:\992713\COMMIS- 26JJS.TRN
INTERFACE ENGINEERING 6542 SE Lake Road
• 7 Milwaukle, OR 97222
Consulting Engineers ! 503.659.6394 OFFICE
503.659.9029 FAX
?� Transmittal
COMPANY: VLMK Engineers DATE: May 26, 1999
ATTENTION: Kim S. MATERIALS SENT W4:
ADDRESS: 3933 Southwest Kelly Avenue X MESSENGER MAIL
Portland, OR 97201 -4393
FROM: Jason Sullivan OTHER
SUBJECT /PROJECT: Tigard Triangle Office Bldg. - PROJECT NUMBER: 99278
Envelope Code Check
WE ARE SENDING YOU:
QTY
Prints, Sheet Nos.:
Specifications: Final Draft Mechanical Electrical
Original Drawings: Mylar Vellum
Sheet Nos.:
Submittals that we have reviewed (one copy retained for our files)
Computer Disks: CAD Text
Contents:
Proposal
Equipment Cuts
X Energy Code Analysis X Envelope Mechanical Electrical
Other:
THIS MATERIAL IS SENT:
For your review, please respond For your record purposes
Per your request For your action
Other:
COMMENTS:
DISTRIBUTION:
S: \99278\COMM15- 26JJS.TRN
Form 2a Project Name: Page:
SUMMARY
,
Project 1. Project Name _
2. Project Address
3. City/Town 1 c,w c 5. County We S\; �-„
4. Building, Gross Area (ft L.\ U, 6. No. of Floors Z
ira
Chapter Type ID Description Attached
Attached ' 4
Building Envelope Form 3a Building Envelope - General
Forms and f ir
Worksheets 3b Prescriptive Path — Zone 1
3c Prescriptive Path — Zone 2 ❑
Check boxes to 3d Simplified Trade -off cue CodeComp software) ❑
indicate attached
forms Worksheet 3a Wall U- factors
and
worksheets. 3b Roof U- factors
3c Floor U- factors ❑
Systems Form 4a Systems — General ❑
4b Complex Systems ❑
Worksheet 4a Unitary Air Conditioners — Air Cooled ❑
4b Unitary Air Conditioners — Water Cooled ❑
4c Unitary Heat Pump — Air Cooled ❑
4d Unitary Heat Pump — Water Cooled ❑
4e Unitary AC & Heat Pump — Evaporatively Cooled ❑
4f Packaged Terminal Air Conditioner — Air Cooled ❑
4g Packaged Terminal Heat Pump — Air Cooled
4h Water Chilling Packages — Water & Air Cooled ❑
4i Boiler — Gas -fired & Oil-fired ❑
4j Fumaces and Unit Heaters — Gas -fired & Oil-fired ❑
Lighting Form 5a Lighting — General ❑
5b Interior Lighting Power — Occupancy Method ❑
5c Interior Lighting Power — Space -by -Space Method ❑
Worksheet 5a Interior Lighting Power ❑
5b Lighting Schedule ❑
5c Interior Control Credits ❑
Applicant 7. Name 10. Telephone
8. Company 11. Date
9. Signature
Attached No. of Pages Description of Document
Documen-
tation
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(10/98) Forms 2 -1
Form 3a Project Name: Page:
BUILDING ENVELOPE - GENERAL
Check all boxes 1. Exceptions (Section 1312)
thatapp/y. ❑ No Envelope Components. The building plans do not call for new or altered building envelope
components, e.g., walls, floors or roof/ceilings.
❑ A Non - conditioned Building. The proposed structure has no spaces heated or cooled by an
HVAC system.
Exceptions ❑ Exception. All new or altered building envelope components do not comply with the require-
ments of Sec. 1312, but qualify for an exception. Note applicable code exception. Section
Discussion of
qualifying excep- Exception Portions of the building that qualify:
lions on page 3 -9.
.if
2 Air Leakage (Section 1312.1.1) ,;\‘4
Complies. Plans require that penetrations in the building envelope are sealed and that windows
and doors are caulked, gasketed or weatherstripped. The plans/specs show compliance with this
requirement on the following pages : <T
0
3 apended Ceiling (Section 1312.1.2.1) 'a`
Co mplies. The building plans do not call for a suspended ceiling separating conditioned spaces � ,
from unconditioned spaces. No exceptions are permitted. Y` , r
4ecessed Light Fixtures (Section 1312.1.2.2)
Co mplies. The building plans do not show recessed light fixtures installed in ceilings separating
conditioned spaces from unconditioned spaces.
Exceptions 0 Exception. The building plans require that fixtures installed in direct contact with insulation be
Discussion of insulation coverage (10) rated. The plans/specs show compliance with this exception on:
qua /Dying excep-
tions on page 3 -10.
oistnre Control (Section 1312.1.4)
Complies. A one -perm vapor retarder is installed on the warm side (in winter) of all exterior
floors, walls and ceilings, and a ground cover is installed in the crawl space for both new and
existing buildings where insulation is installed. The plans/specs show compliance with this
requirement on:
Exceptions ❑ Exception. All new or altered building envelope components do not comply with the vapor
Discussion of retarder requirements of the code, but qualify for an exception. Note applicable code exception.
bons ying excep- S ection 1312.1.4, Exception . Portions of the building that qualify:
on page 3 -1 t. p g q fy:
Climate 6 f'limate Zones
Zones ear Zone 1 - A building site is in Climate Zone 1 if its elevation is less than 3,000 feet above sea
Zone 1 Buildings: level and it is in one of the following counties: Benton, Columbia, Clackamas, Clatsop, Coos,
Complete Fonn 3b. Curry, Douglas, Jackson, Josephine, Lane, Lincoln, Linn, Marion, Multnomah, Polk, Tillamook,
Zone 2 Buildings: Yamhill, or Washington.
Complete Form 3c. ❑ Zone 2 - Building sites not in Zone 1 are in Zone 2.
(10 /98) Forms & Worksheets 3
— j
Form 3b Project Name: Page:
PRESCRIPTIVE PATH - ZONE 1
Walls Proposed Code Requirements
Discussion of this (a) (b) (c) (d) (e) (f) (9) (h) (1)
section of the form Wall Type Wall Area Glazing lazing % Wall InsuI'n Max. Max. Min.
onpages3 - 12 (ff) Area (ft� (c)+(6) U- factor R -value % U- factor Insul'n
through 3 - 14. x100 Glaz'g R - value
Masonry?, w/integral •
1 loose filFF insulation 15% 0.30 na
Mason', w/integral
2 rigid fill insulation 30% 0.21 na
Masonry or concrete'
3 w/ interior insulation 1 1, 55 2 524 ° I 3 0`]0 O 16 ( I 30% 0.13 or 11
Masonry or concrete'
4 w/ continuous exterior 15% 0.30 or 1.4
insulation
0 Masonry or concrete'
Q 5 w/ continuous exterior 30% 0.21 o 2.8
0 insulation
6 Frame' 30% 0.13 or 13
CD
7 Other 30% 0.13 or 13
C 8 Below -grade walls na 0.11 or 7.5
w - - - - -
Windows & Proposed Code Requirements
Skylights (a) (b) (c) (d) (e) (f) (g) (h) (1)
Discussion of Component Roof Total % Glazing U- factor SC Max. % Min. Max.
skylights and Area (ft Area (ft (c}.(b)xto0 Glazing U- factor SC
glazed smoke vents
on page 3 - 14. g Skylights and glazed 2
smoke vents 20, 400 2-1(9 1 1 7 3 p • 57 6% 1.23 0.57
limited by limited bbyv
10 Windows
52-49 ?+nail type. 0'`'`i O 53 wall type,° 0.54 0.57
Doors, Proposed Code Requirements
Floors & (a) (b) (c) (d) - (e)
Roofs
Component U- factor R -value Max. U- factor ' -..;: Min. R -value
Discussion of this (entire assembly) .Y- (Insulation only)
section of the fonn 11 Doors ...,..: g"' ~ ; 020" "` 1 ; . .7: : , , ,;'- , _.17 .- : : ::: ., .
on page 3-15. , .. . .
12 Floors over unconditioned spaces 0.07 or 11
13 Floors, heated, with slab -edge insulation R' ... !t '? ; " 7
14 Roofs 19 0.05 or 19
Notes 1 Minimum weight of masonry and concrete walls = 50 lb/ft of wall face area.
2 All cores to be filled. At (east 50 percent of cores must be filled with vermiculite or equivalent fill Insulation.
3 All cores except bond beams must contain rigid insulation Inserts approved for use in reinforced masonry walls.
• Batt insulation installed in metal or wood frame walls shall be insulated to the full depth of the cavity, up to 6 inches in depth.
5 Shading Coefficient (SC) is the center of glass value and can be calculated from the Solar Heat Gain Coefficient using the
following equation: SC = SHGC + 0.87
8 Opaque smoke vents are exempt from U- factor requirements.
' This value was set to allow a double - glazed skylight with a 0.5 Inch air space with one pane tinted.
8 A tinted outdoor pane satisfies this requirement. Glazing for merchandise display Is exempt from shading coefficient
requirements.
8 Each wall type is limited to a percent glazing specified In column (g) of the 'Walls" portion of the form.
10 This value was set to allow a double -glazed window with a 0.5 Inch air space, tow -e coating (e 5 0.40). That window or any
window with the same or better energy characteristics will meet the standard.
11 The U -factor is a center of panel U- factor. The following doors are exempt from door and window U- factor and shading
coefficient requirements: 1) entry/exit doors with a leaf width of 4 feet or less and 2) overhead coil doors.
12 See page 3 -15 for a discussion of approved methods for installing slab -edge Insulation for heated slabs -on- grade.
3 -2 Fonts & Worksheets (10/98)
1
Worksheet 3a (cont.) Project Name: Page:
WALL U- FACTORS
Aluminum .v
j 4 (a) (b) (c) (d)
Siding on i •
Layer Description Detail R -value
Stud Wall !�'
�
,. ^ . Exterior Moving Air .�: 0.17
See Table 3a for R- . Surface
values of framing/ 4 4 Aluminum
insulation. , 4 1 A Siding
• See Table 3b for R- .4
va /ues of aluminum y • B Air Space
siding, plywood •� r
sheathing and • 4
gypsum wa/lboan>. • ! w • C Sheathing
• 4 r
See Table 3d for R-
values of air • Framing/
. • ii4 1 D
spaces. • . 4 Insulation
• ;.: Gypsum
• 4 E Wallboard rn
+ Surface Still Air 0.68 CD
1. Total column (d)
MI
CD
2. U- factor. Invert the amount in line 1
Generic t ! (a) (b) (c) (d)
Wall . 4 Layer Description Detail R -value
1 ` Exterio
See Table 3a for R
1>w; ti • Moving Air Q 1 1
i
values of framing/ Surface
insulation- 1 C_ p
a
See Table 3b for R-
A li - up $" 0.7 2_
values of budding k s - i ,
. 1 ee_tzi y ti / ,,1 `
mater/a/s. ' B wa\ 1 2 o 9 11 (.1•U0
See Table 3d for R- .4 ;U , y - _
values of exterior . 1 -� c Cam,,, p, ` ' - it O. 50
and interior
surfaces. -;!�
t 1 ---• D
�"-` nl ' —� E
;Pk r Interior Still Air f t '
r
} Surface a f � . (
`'' 1. Total column (d)
8
2. U- factor. Invert the amount in line 1 v 1l5
1
(10/98) Fofms & Worksheets 3 -5
Worksheet 3b (Cont'd) Project Name: Page:
ROOF U- FACTORS
Generic (a) (b) (c) (d)
Roof Layer Description Detail R -value
See Table 3a for R _ _ . ... . _ __.:. •:. Moving Air O 1'1
Exterior
values of metal and ‘ Surface
wood stud/ +
insulation and meta/ A Z V, Q , i/8 0 , 33
truss/insulation. .
See Table 3b for R- B — Cj
values of building C I
matena /s.
See Table 3d for R- 1 G
C 21' ' 3 rza, ' I .
values ofextenor M eA-e-
and interior D
--4111111-...11111111 surfaces and air ( C
E M
M
spaces.
Interior Stil
Surface Air ... : 0 • (9 ( (D
1. Total column (d) Z • 1 I
2. U- factor. Invert the amount in line 1 0. o5o
(10/98) Forms & Worksheets 3
, 4 1 .-•- ,4 ( Ai- I I NI rLV I'v�� f 1�1� \IL.I.II\LJ ( rl \VVIZ/-\M /�(ip vl -Co 3
IUNDATIONS AND SOILS: COMMENTS DURATION INSPECTION ACM
Grading and Subgrode Compaction Ref. Project Specificotions C Geotechnicol
Footing Excavation and Compaction C Geotechnical
Footing Formwork and Reinforcement C Engineer
NCRETE:
Placement of Reinforcing Steel for Slab —on —Grade P Engineer
Placement of Reinforcing Steel for Elevated Floor Slobs P Engineer
P lacement of Reinforcing Steel for Reinforced Wall Panels P Engineer
Placing of Concrete for Reinforced Slab —on —Grade C Testing Lob
P lacing of Concrete for Elevated Floor Slabs C Testing Lab
Placing of Concrete for Reinforced Wall Panels C Testing Lob
Test Cylinders for Concrete over 2500 psi C Testing Lob
nstallation and Concrete Placement for
:ast Anchor Bolts and Embedment Plates P Testing Lob
Drilled —in Adhesive Anchors, Rods and Dowels Shall per ICBO Evaluation Report C Testing Lab
ae continuously inspected during installation 9
Drilled —in Expansion /Wedge Anchors in Concrete per ICBO Evaluation Report C Testing Lob
RUCTURAL WELDING AND HIGH — STRENGTH BOLTING:
Single Pass Fillet Welds 5/16" and smaller P Testing Lob
=fillet Welds forger than 5/16" C Testing Lab
Jltrasonic Testing Full— Penetration Welds at Provide Non — destructive
Moment —Frame and Braced —Frame Connections. Testing per OSSC 1703 C Testing Lob
and Field Welded Applications in Seismic Zones 3 & 4
Metal Deck Welding and Welded Stud Installation P Testing Lab
Welding of Reinforcing Steel per U.B.C. 1701.5.3 C Testing Lob
Welding A706 Reinforcing Steel for Embed Plates
3ar Larger than #5 C Testing Lab
Welding A706 Reinforcing Steel for Embed Plates
3or #5 and Smaller P Testing Lob
-ligh Strength A325N(X) and A490N(X) Bolt installation P Testing Lab
;Snug Contact of Plys) 9
'PROVED FABRICATORS:
:ertificate of Compliance must be Submitted for All
Dffsite Fabrication such as Structural Steel, Glu —lams C Testing Lob
and Pre —cast Concrete, Etcetra
RUCTURAL OBSERVATION:
See Structural Observation Notes This Sheet
eC
ar