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Cascade Ln. 10380
COLUMN Tl'P PAINT NORTH ELEVATION BUP98-00107,BUP98-00441
SEE PLAN FOR SI 3 of 8
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STRUCTURAL NOTES 59 5 _ rn0-
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5" F4CE OF EXISTING _ _ _ 25'-5" A 10'-0" t,'-0" _ _ 1'-8' FACE OF EXISTING
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DISPLAY PLATFORM - LINE OF EXISTING - - BUILDING 4P r
GENERAL PREFABRICATED WOOD ASSEMBLIES FIELD VERIFY BUILDING. FIELD VERIFY FIELD VERIFY
1. These notes r-t minimum standards for construction. The drawings govern 1. Prefabricated wood joists and trusses shall be designed by the manufacturer / ����/////lZZZZz / Zzz 1 O�es011 - '
over the goner, Totes to the extent shown. for the spans and conditions -b--n on the plans and shall be furnished and ----------------------------------------___-__---------------__ ___ ___-____---_-_-___-__ -_--_-__ .-------_ -_----_____ ------- -_-__-__-___--____ _ - - - 7 qty
�.1�
1 ✓ bG ?2 4
2. Contractor shall verify all dimensions and conditions on drawings with the installed in conformonce w.. iianufacturer'e published specifications. _ _ I i 9'�iF P���
architectural drawings and field conditions. Notify VLMK Consulting All necessary bridging, blocking, pre-notched plates, bracing etc., shall be � - - - - - - a - - - - - - - - S F tCN `
Engineers (VLMK) of any discrep cncies, detailed end furnished by the monu facturer.
3. Contractor shall provide all necessary temporary support prior to completion 2. Submit shop drawings and design calcuiations, coml.,ete with stress diagrams �k /-
of vert:ol and lateral load systems. VLMK has not been retained to p.')vide and showing layout, dimensions, details and requ;,aJ bracing to the --- ----
any services related to job site safety precautions, or to review the reams, structural engineer fo, review pr or to fabrication. Design shall be based 2 -
methods, techniqueb, sequences, or procedures for the contractor to perform on the loading indicuted on the drawings and the following: S� (S--�2 `
work. Unless we are specifically reta'red and Compensated to do otherwise, -0'-4"
our work is limited to the design of war;( described on our drawings for this Roof: Dead + Live Loods = 40 #/Sq, Ft. g i i SIMILAR I T.O. GRADE BEAM I 1�
project. Floor: Dead + Live Loads = 85 #/Sq. Ft. ZIa` z � Z
Where reference is made to ASTM AISC, ACI or other standards the latest O
issue shall apply. 3. All required submittals sholl bear the stamp of a registered professional cin EXISTING PAVING; TO REMAIN. `� O
5. All ork sholl be in strict compliance with the 1994 edition of the Uniform engineer in the state of Oregon, X J I; SAW CUT AND RFMOVE EXISTING X U o y -J
uJ
Buildirg Code (UBC) as ai,nended by the State of Oregon, and all other state w a. Fy PAVING AS REQUIRED. PATCH �O h .l }� LLJ
J Z
4. Permanent onr+ temporary bridging shall be installed in conformance with the � t• cs r�
and local building requirements tnat ply. > / O p Z
manufacturer's specification. o Q AFTER FOUNDATIONS ARE INSTALLED `� G G�
6. Design criteria: O o N
5. All structural systems that are composed cf components to be field erected w -'o ✓P J� Jct �. W 0 __l �
u. Basic roof live loo . ....25 /Sq. Ft. 1 r�n 2 h Q G p P v - . w
b. F!oor lies load.... ......125 S Ft. shall he erected in accordance with the instructions prepared by the s w `A, 1 Q- ��' a v, N 3
#/ 4 supplier. u_ o U. S-2 �� `� OSP' P`�Q u m •� Q
c. Wind..................... UBC 80 mph Exposure B -- 1z
d. Seismic................ •Zone 3 6. Prefabricated wood joists shall be manufactured by True Joist MocMillun I � \uP ^� �O GOA = p�
Corporuiion, or "approved equal." •� LLI LJ
7. Mechanical equipment, mechanical and sprinkler piping larger than 2" __ __ ___ �. _ ___ _ _ _ _, Z
7. Prefabricated wood design criteria: a i- - 1 1 -T I i -�/Q G ? i 160.biometer or any other items producing a hanger or support load of over 50# I r , m U
shall be hung by system approved by VLMK. Any hanger or support producing a. Floor Truss Spacing = 2'- 0" o/c. maximum, i�
a load over 200# shall nave additional framing installed to transfer these Q
leads to the main structural beams or wall unless otherwise approved. b. Connection plates shall be ICBO approved. - --- +-- -� -- ----------------------- - -------- ___-.. ._._ _ . _ _.-_._�_ _ _��_._._- __-_ - __f_ �_- _ -� _ - _ __�___-___�,_ __ _-___ __ _ ____-__ - _ ..� _ -_.- ____ _
P. These drawings hove been prepared solely for use in the construction of the I 00
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Beaverton Honda Yamaha Display Platform Addition project located in STRUCTURAL & MISCELLANEOUS STEEL ' ' ,
--'1-0" ---_ ; L- --- '
Beaverton, Oregon. Possession of these drawings does not grant o license to ' ' TOP OF FOOTING 4'-0" X 4'-0" X 12" THICK FOOTING
construct or fabricate the whole, or parts of this project in other 1. Detailing, fabrication and erection shall conform to the steel construction -- - - - --- _ __ ___ _ ____ WITH (4) - 5 EACH WAY TYPi^AL
locations. manual of AISC. TOP AND BOTTOM (4) PLACES
9. Framing mombers which are not dimensioned shall be equally spaced between 2. All wide flange members to be A572 (Fy = 50 ksi) steel. Other miscellaneous
dimensioned point or members. steel to be be = 36 ksi) except s noted. FIRST FLOOR FOUNDATION PLAN
3. All welds to be mode by certified welders to AWS standards with E70XX
SITE WORK electrodes, -1/4 -T�
4. Unless noted otherwise, bolts tr be A325N for steel to steel connections and
1. Remove all organic material and topsoil from areas under the tuilding A307 for anchor bolts and connections with wood. Provide standard plate
foundations. washers un.ier all bolt heads and nuts in contact with wood.
2. Fill material to consist of a granular material or conritioncd site 5. All structural tubing to be ASTM A500 Grade B (Fy = 46 ksi). All steel pipe
material. Place fill in lifts not to exceed 8" and co npact to 92% percent to be ASTM A501 (Fy = 36 kei) or ASTM A53, Type E or S, Grade B (Fy s 35 A C
of Maximum Dry Density per ASTM D-1557 under frotings and under paved areas. ksi). CD
3. Base material immediately under slab to be 6" layer of compacted crushed 6. Do not oversizr., drilled or punched holes with burning torch. --
!- rock. 7. All drilled expansion anchors installed in concrete to be one of the _ _ 59'-5" �
4. See specifications for additional information. "Rawl Stud" by Rawlplug Company, Inc. (I.C.B.O. #4514); or "Sup-R-Stud" by _
U.S.E. Diamond (I.C.B.O. #3219). Other drilled expansion anchors are 5" FACE OF EXISTING 25'-5" _ 10'-0" 24'-0" 1'-8" FACE OF EXISTING
FOUNDATIONS acceptable only with prior written approval of engineer. Install all DISPLAY PLATFORM TS 3x3x3/16 BUILDING I �-->
anchors per monufacturer'c instructions Provide minimum embedment and FIELD VERIFY 6 TYP. AT (4) 10 4 TYPICAL (4) PLACES I LINE OF EXISTING FIELD VERIFY I � (� �
1. Design soil pressure of 2000 nsf Live Load plus Dead Load per eotechnicol spacing unless noted otherwise on drawings. Special inspection of -x onsion 3
P P 9 g g P P p s_3 WEST SIDE COLUMNS S-2 SIM. s-3 BUILDING o
report prepared by Carlson Testing, Inc., dated March 1, 1994. anchor installation not required unless specifically noted on drawings. AT WALL CANTILEVERED POST S-3 I � � ..E
2. All footings to bear on firm, undisturbed soil or approved compacted fill 8. All drilled epoxy anchors installed in concrete to be one of the following: i ' / �- i I Z
///// f11/////// /
minimum 8 below final grade. Notfy VLMK before proceeding if any unusual 'Epson Ceramic 6 Epoxy Anchor" by ITW/Ramset (I.C.B.O. #4285) or "Anchor-It Vl'14 X 22 W14 X 22 W14 X 22 - ---- - � � 0
conditions are encountered in the footing excavations. Fastening Systems" by Adhesives Technology Corp. (I.C.B.O. #4398). Other -__ _ _� - - - - _ _ _ _ _ __ _ _ _ _ _ _ m Q
3. Do not excavate closer than 2:1 slope below footing excavations, driller epoxy anchors are acceptable only with prior written approval of CD elf
4. Clean all footing excavations of loose material by hand. engineer. Install,all anchors per manufacturer's instructions. Provide C) LIJ
5. Excavations may be made under continuous footings for pipes. Bockfill to be minimum embedment and spacing unless noted otherwise on drawings. Special
approved by VLMK. inspection is required of of drilled epoxy anchor instollotions.
;t
E. Foundation depths are minimum dimensions and may be changed by the soils Li
engineer in order to achieve the requirements of the approved soils report. SPECIAL INSPECTIONS 11 j I L- U
7. Contractor shall provide for de-wotering of excavations from either surface S-2 1 1 1 ,� p
water, round water, or ahorin The following special inspections are required. Provide Engineer with co of �
. 9 9. 9 P P q 9• PY
8. Contractor shall provide for the design and installation of all cribbing, all inspection reports. O O Q
sheathing, and shoring required to safely retain all earth banks. Z N T 0• N G N j �6" C• c, �U U
1. Special inspection required during the taking of test specimens and placing via 0515 N N ST P -
I CONCRETE of all reinforced concrete. �1 < I X 0 3 X \6 X g0 J01 x I w e` O �-
i 2. Special inspection required of all concrete reinforcement prior to concrete d l .� I ' '(3t I _. 0 " O u „ U) I
1. All concrete construction shall conform to the building code requirements placement. O Q 3 7 3 �1 �5 �� �a I O Z
for reinforced concrete, A"I 318, and ACI 301. 3. Specicl inspection required of all structural welding unless welding is done UJ -r 0 I w o 0
2. Strength: Average concrete strength as determined .-)y job nst lab cured in an approved fabricators sh)p. All field welding requires special U�w J u� 00
cylinder to be as indicated below psi at 28 days plus 'ncrease depending on inspection. Special inspection of welding may be performed on aperiodic L- p u- 11 u_ Cr)L-
M
the plant's standard deviation as specified in ACI 318. basis per UBC Section 1701.5.5. ---- 11
3. Minimum mix requirements: 4. Special inspection required of all high strength bolt (A325) installations. IL� 'lir D
Inspection shall be performed after bc" installation is complete per UBC o I __
Location Compressive Slump Min. Admixtures Section 1701.5.6. I
strength (a) cement 5. Special inspection required or all drilled anchors in concrete unless 'rr) 6 TYPICAL
(psi) content otherwise specifically noted o,. drawings. I I W 4 X 2 I W14 22 IW14 22 I >-2 4) PLACES
6. Special inspection required of all drilled epoxy anchors in concrete. _ 1
Foundations 3000 0-5" 5 noneT '4'
3x• x 1 - - � - --- - - - - - - - ---- \ -- �- - - -- - - - - --------� _--- I
SHOP DRAWINGS TYPICAL (3) PLACES P
Elevated Slab 3000 0-6" 5 Lightweight Concrete 2" LIGHTWEIGHT CONCRETE
p g products delivered to AT FIXED GUARDRAIL 'y� / S-2 NOTES:
Provide she drawings for all structural the project � � C' OVER 3 4" T & G PLYWOOD - ----
Miscellaneous 3000 0-5" 5 WRA Shop drawings of bidder designed items are tc be prepared by, and bear the POST, NOR-rH & SOUTH 6 TYPICAL �S�t�) +� / 1.) - FLOOR SHEATHING TO BE EXPOSURE 1 APA RATED PLYWOOD -
TYPICAL WITH 6 X 6 - W1.4 X W1.4 " �_
stamp of an Oregon licensed engineer (product eng neer). Such drawings shall SIDES S-2 4 PLACES 3 �i� 1-/ 4- 10 5 OR OSB SHEATHING MINIMUM 23/32 4 -0" X 8'-0" PANELS
`- ( ) S-3 F >J c-2 S-3 (4) PLACES WELDED WIRE FABRIC MATS WITH FACE GRAIN PERPENDICULAR 10 P'JRUNS
a. Slump exceeding specified limits shall not be incorporated in the certify that the drawings have riot deviated from the VLMK design in any way, or qs"C9 A a
project except by v,•ritten approval from engineer. shall call to the attention of `✓LMK that the product engineer has deviated from 2 O� C9 , TYPICAL a
b. WRA - water reducing agent the VLMK design drawings. Such deviation may be cause for rejecting the shop `ripFG,C, (4) PLACES 2.) - DIAPHRAGM NAILING TO 6E 8d NAILS WITH 1 1/2" MINIMUM. Z O
c. AE = air entrainment drawings. c� Ci S NAIL PENETRATION AT 6" O.C. SPACING AT PANEL EDGES. o z zd
d. Up to 1 '/2% cal, chloride (C.C.) allowed during cold wuather. 1'p� FIELD NAILING 8d AT 12" O.C. SPACING. U o
e. Pozzotec 20 (PT20) required for concrete placed below 40 deg. F. FLOOR FRAMING PLAN 3.) INDICATES MOMENT CONNECTION > m
4. Place and cure all concrete per ACI codes and standards. 1/4'=1'777
-0" 4.) - COORDINATE WITH ARl HITECTURAL
5. Portland cement shall conform to ASTM C150 Type I or TWe 11 FOR LOCATION OF GUARDRAIL POST.
6. Course and fine aggregate shad conform to AS7iJ C33.
7. Water shall be clean and potable.
l 8. Concrete mixing operation shall conform to ASTM C90.
9. Sleeves, pipes or conduits of aluminum shall not be embedded in structurol AF
concrete unless effectively coated. D LLJ fTs i
- REINFORCING v I <
59'-5"
1. All reinforcing steei to be ASTM A615 Grade 60. <
2. Fabricate and install reinforcing steel according to the "Manual of Standurd _ - 251-5" 10-0' 24 -0" L -4
u� p� e�
t9 Z
I'roctice for Detailing Reinforced Concrete; Structures" ACI Standard 315 and - � 2 12 - - I LU
ACI 318.
go
WOOD FRAMING (where occurs) - --- - - --- ------- - -. .------------ -- - ---- -- --- __ __ _-_
1. All lumbo species and grades to be as follows (unless otherwise noted):
W1 4 X 22 WlJ X 22 JW14 X 22
1 a. Joists, beams and stringers Douglas Fir #2 --- -- - - -- _ _____ .. ____--_ _ L
b. r n a
v J
B.,cks, blocking, bridging & miscellaneous Douglas Fir or Hem Fir #3 m i I Z
1 c. 7 X 4 studs Douglas Fir "studs" dr "ytd" 1 ! 3
.L_ Q
& better
d. 2 X 6 studs Ac larger Douglas Fir #2 1 p
5- 3
e. Sills, ledgers, plates, etc. Embedded in Douglas Fir #'L
or in contact with concrete Pressure Treated24
ry I I 2 X 12 DF T N
co
f. Posts Douglas Fir #1 I I I X OI
2. Roof, flr`-or Dna wall sheathing to be APA Rated Sheathing, Exposure 1,
cont-,ming to APA performance at. ndard PS 1-83 and to ICBG NER-EOE. See ~ N
drawings for required thickness of sheothirg and/or span rating. Inbtoll _ ~ N
roof and floor sheathing with long dimension perpendicular to supporta and
stagger end joints (unless noied otherwise in drawings). Use spacer tool to W Q
provide 1/8" end and edqe joints, including tongue and groove joints. i
Install 2 x 4 or thinker blo.king at unsupported joints in w,-'I sheathing.
Block roof or floor shecti,ing where noted on drawings.
3. Framing anchors, joist hangers, post raps, etc. To be "Simpson" or approved W 4 X 22 W'i X 22 W14 X 22
equal. _. ..._. _ - 1
4. All bolt heads and nuts bRarin on wood to be provided with a washer.
5. Allo ailingngs ere be
to e prt able na
3 -Q of the UBC. Nails called for on the _------
-- - - -- _ -- - - - - ----- _ _ - - ---- ,
s.
6. Cutting and notching of foists not allowed. 1 diameter hole m')y be baited ------��--�_"�in the center 1/3 of the member depth. All other holes to be: approved. 8 SHEET NO
Studs may be not0ed in the lower 1/5 of the height of stud for electric and S-2 2 7 &-S2
plumbing pipes, but no part of the notch is to be deeper than 25% of width IS-3 \5_2
7, of stud. Holes of diameters up to 113 of width of stud may be drilled in TYPICAL EDGE OF ROOF
stud. (4) PLACES
TYPICAL ! I
_ ROOF FRAMING PLAN (4) PLACES
1/4 -1 0S - 1
VLMK Consulting Engineers
:
,ascade Ln 10380
V3933 S.W. KELLY AVENUE VLMK PLOT DATES: BUP98-00107, BUP98-00441
PORTLAND, OREGON 97201
4/22/98 12:48.15 MPV 4 of e
1 L 1 (503) 222-4453 FAX 248-9263 4/23/98 11:27.2 MPV
1 981405-1 4/30/98 9:17.23 MAH 1
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NOTE• JOIST MANUFACTURER SEE PL.AN SHEET N0.
COLUMN TERMINATES ABOVE N
CONNECTION AT SIMILAR CONDIIION
EXISTING BUILDING OCCURS
`-�- ADJACENT TO STRUCTURE
AT SIMILAR CONDITION
Cascade Ln. 10380
BUP98-00107, BUP98-00441
5 of 8
-BEAM COLUMN MOMENT CONNECTION N10 TJI CONNECTION TO BEAM - 1 1 TJI CONNk-CTION AT BEAM VLMK Consulting Engineers 5
3933 S.W. KELLY AVENUF. L._
PORTLAND, OREGON 97201 VLMK PLOT DATES:
1 (503) 222--4453 FAX 248--9263 4/17/98 10:47.23 MAH --
98140S-2 4/22/98 13:10.33 MPV
4 5
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VLMK Consulting Engineers ,
.3933 S.W. KELLY AVENUE '
PORTLAND, OREGON 97201 VLMK PLOT DAZES:
- (503) 222-4453 FAX 248--9263 4/22/98 13:9.42 MPV l' 4
S8140S-3 4/23/98 11: 13.30 MPV I .,.
4 5
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! 7152. OVERHEAD LANPHERE ENTERPRISES, INC. A TRACT OF LAND SITUATED IN : - ELECTRICAL LINE
EM - ELECTRICAL METER
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responslbllfly to prou•lde heat throughout, fit. �l�e dPrinsls� � R �. �, atie ,ren t '� F, IUR eoEloe-81 Rsew - .. .—....-...—._. - --.
syelente areas and In enclosures fm dry pipe delu a and other !I , O E _ IO 113 C•1. uI 11 .. C.I L..�I4';
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close controllln cote SuPp tcl a rinsler stems lot.
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