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GENERAL NOTES
gyp, -.' ' `� '� •I�a,�r ,�,� rt � ` � ` X1;5 `
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PROJECT SCOPE CONSISTS OF CONSTRUCTION OF TWO NEW SIX-VEHICLE CARPOF ^'
.' I r �', }' r " ie•, AN EXISTING MULTIFAMILY SITE. FIVE CARPORTS CURRENTLY EXIST ON SITE. TUALATIN RIVER
,,. 1 ," Fri, t!•4' Vit' t'.1 .) - ,,/ 1;•
_ THE APPEARANCE OF THE NEW CARPORTS IS INTENDED TO BE SIMILAR TO THE f,"K ��_
` + ' re r STRUCTURES.
All
r •' ±'t �'►` t "! ` i NO NEW IMPERVIOUS AREA IS ADDED, CONTRACTOR SHALL CONNECT RAIN DRAINS TO
'pits EXISTING STORM SYSTEM.
SRF, PLAN
• ' 1 ' '• �'t r`I° •. t ALL WORK SHALL CONFORM TO CURRENT EDITIONS OF UNIFORM FIRF, BUILDING, AND
PLUMBING CODES AND REQUIREMENTS OF THE JURISDICTION. NORTH
ALI. ASPHALi PATCHING SHALL CONSIST OF A MINIMUM OF 2--IN OF CLAS-S) "C" ASPHALT VKX§UY In/u"" �
CONCRETE ON 6-IN OF 1".-0' CRUSHED AGGREGATE BASE OR MATCH EXISTINGk
afm FILM WHICHEVER IS GREATER, PAVING AND ROCK CONSTRUCTION SHALL CONFORM TO TFI� 6t' :+Ai E NOT TO !lt3/1lF_ S D1
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MDAt� f, s �Q► REQU4REMENTS OF 1990 APWA STANDARDS-
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108 NO9901r,4 �f
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STRUCTURAL- GENERAL NOTES
U
CODE CARPENTRY m�
n�
OREGON STRUCTURAL SPECIALTY CODE, 1998 EDITION I. ALL NAILS TO BE COMMON WIRE OR EQUIVALENT DIAMETER AND LENGTH.
2. ALL NAILING TO BE IN ACCORDANCE WITH UNIFORM BUILDING CODE TABLE 23-1-0m
UNLESS NOTED OTHERWISE. L m U N N
L 0AD'S 3. ALL FRAMING HARDWARE TO BE SIMPSON STRONG—TIE BRAND OR EQUIVALENT ;Z
;r
" SPECIFICALLY APPROVED BY ENGINEER.
"gni
4 LUMBER GRADES
t SNOW LOAD 25 I SF + DRIFT d U w Q
m --GLULAM BEAMS, 24F—V4
ROOF DEAD LOAD 14 PSF + a I- L
s
SEISMIC TUNE 3 --ALL SOUR SAWN r.11MBER GRADES NOT SPECIFIED TO BE
2 OR BETTER;
�I. WIND 80 MPH EXPOSURE B OF�
WIND UPLIFT 15 PSF —ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE
SOIL HEARING 1500 PSF ALLOWABLE TREATED
' 5 PLYWOOD
—ROOF SHEATHING 5/8` APA INDEX 40/20, EXPOSURE 1,
FOUNDATION -NAL AS SHOWN ON F SHEATHING 5/ " APA IRAM NGNPLANSO/20, EXPOSURE 1;
cy.
ti wt
1. FOOTINGS TO BEAR ON NATURAL UNDISIURBEI)c SOIL FREE OF ORGANIC MATTER n DRILL BOLT HOLES 1/16 INCH OVERSIZE EXCEPT WHERE NOTED LARGER.
1 TIO NUT NOTCH OR DRILL JOISTS, BEAMS OR LOAD BEARING STUDS WITHOUT PRIOR
jI APPROVAL OF ARCIiITECT/ENGINEER.
C0NCCRETE
T Ya,
21. MINIMUM COMPRESSIVE STRENGTH AT 28 DAY, FOUNDATIONS 3060 PSI PREFABRICATED W0OD TRUSSES
CONCRETE TO HAVE MAXIMUM WA1ER/CEMENT RATIOS PER ACI 318 TABLE 54
(PROPORTIONING ON THE BASIS OF ELD
EXPERIENCE .AND/OR TRIAL MIXTURES).
^4 THESE MAXIMUMS MAY LIE EXCEEDED IF TEST RECORDS PER -lFCTION 5.3 r 1
OF ACI 118pUILgING COCE REQUIREMENTS FOR REINFORCED CONCRETE) 1 PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT THEIR OWN
s ARE SUBMITT q TO AND APPROVED BY THE ENGINEER. WEIGHT PLUS, SUPERIMPOSED DEAD AND LIVE LOADS STATED IN THE GENERAL
NOTES. BRIDGING SIZE AND SPACING BY TRUSS MANUFACTURER CONTRACTOR
3. MAXIMUM SLUMP 3' PLUS OR MINUS 1-. SHALL SUBMIT DESIGN CALCULATIONS BY A CIVIL OR STRUCTURAL_ ENGINEER
4 CONCRETE AND REINFORCING TO HAVE SPECIAL INSPECTION IN ACCORDANCE WITH REGISTERED IN THE STATE,Of OREGON FCR REVIEW PRIOR TO MANUFACTURE.
UBC SECTION 1 701 CALCULATIONS AND SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS W
r' REQUIRED AT BEARING POINTS. ALL CONNECTORS SHALL HAVE CURRENT C.A.B.O,
5 MECHANICALLY VIBRATE AllCONCRETE WHEN PLACED, EXCEP' THAT SLABS ON APPROVAL
GRADE MAY BE VIBRATED ONLY AROUND UNDER—FLOOR DUCT-), ETC.
A'S' 2, ADDITIONAL TRU`.l SHALL BE SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL
EQUIPMENT
lY w
META I_S
1 MISCELLANEOUS STRUCTURAL STEEL TO BE ASTM A36, FY=36 KSI, UNLESS NOTED
OTHERWISE.
BOLI S TO BE ASTM A307, UNLESS NOTED OTHERWISE. GENERAL 0
3. WELDING TO BE BY CERTIFIED WELDERS USING E70XX ELECTRODES IN ACCORDANCE 1 THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE
WITH AWS STANDARDS. FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. O
4. ALL STEEL TO HAVE SHOP COAT. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE
STRUCTURE DURING CONSTRUCTION SUCH MEASURES SHALL INCLUDE, BUT NOT
5. STEEL WASHERS TO BE USED AT ALL BOLTED CONDITIONS, BE LIMITED TO, BRACING, SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT,
ETC OBSERVATION VISITS TO THE SITE BY THE A/E SHALL NOT INCLUDE INSPECTION
All
6 LATEST RISC, SJI, AND AWS CODES APPLY. ALL CONSTRUCTION PER LATEST AISC OF THE ABOVE' ITEMS.
HA14DBOOK
I fm
2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH
• DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH •t
A/E.
t' t 3. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS d
r `r OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.
:a�T • ' ��?'; 4. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOP MATERIALS, SUCH .16�
STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM.
Ld
d 5. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL_,
MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS �!
AND SUBCONTRACTORS PRIOR TO CONSTRUCTION.
PREFABRICATED WOOD TRUSS
6. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. HE SHALL BE RESPONSIBLE FOR `-
t ALL CHANGES NECESSARY IF HE CHOOSES AN OPTION AND HE SHALL COORDINATE
ALL DETAILS.
PLYWOOD SHEATHING 7. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL Li � r✓
10d ® 6" O.C. STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL �/
GOVERN,
"-2x BLOCKING WITH SHAPED TOP 8 ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW
(3) 16d NAIL TO BEAM
SHALL BEAR THE SEAL OF A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE 0
STATE OF OREGON.
—SIMPSON A35--AT EACH TRUS`,
t `\� BEND ONE. LEG VERTICAL- O
C�
SHOE' DRAWINGS Q
/ SUBMI' SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR THE FOLLOWING,
�I I
1. PREFABRICATED WOOD TRUSSES
r..
UPAWfJ D+ NMN
r-tF ;;r +MI
WOOD BEAM--CENTER UNDER
TRUSS BEARING0 13.967
r
{t,
17 a
AEt 1
F'REFABRICA•TED TRUSS TO BEAM CO; IN .
EXPIRES
D61111-01C ISSUED DATE
BLD PMT JULY 20, 1999
MY IR I
t 1
DRAWING TI7LE: !
STRUCTURAL NOTES �
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R -'-- HORIZONTAL WOOD SIDING 4• GLULAM BEAM
SYSTEM OVER 5/8' PLYW,”-- I�I
COMPOSITION SHINCUES '�
PAM(' S10vNG
I ,-----_
NOTCH TOP OF POLE PFtEFINIS++EG
` -- ' • •� -
TO RECEIVE BEAM
METAS -- �� III
GUTTER
p
AND ANGLE
_--- -_-
k1 (4TOTAL. --- (2) 5/8' GIA CARRLAGE BOLTS
T :. • 5/8' DA = 1 � t��'° VIII
s q - N`- - - - - - ---�• -' CARRIAGE BOLTS BOTTOM a+�
OF GLUL M `ND
L051JRE
POLE PANEL --•-^� t v n
;; �► - - -+ SEE 51.1 \
.(let
` L 4 4 X 1/4* X
;p n IIII
OPEN IC' LONG _ POUi �7 0�o 0
H(AIZONTAL WOOD �, ix
__ l
�- _ !
ING
-• SIDSYSTEM EXISTING
PREFIN6HE" SmEET - __-��:-��-______� - OVER 5 8' PLYWOOD-- 6' DLA POLE --.`-
A METAL D�rrj*N5PC�uT -- - __ -- -- PAINT SIDING
PAVEMENT
--- --
2 x 6 WuL
-- ---__ - -- _— -- I` TO POLE BEAM --TO- POLE (:O N N . 3 BEAM --T O - POLE CONN . t" til l
X Ei_ END � 3/4• � 1' 3/4' 1 -0'
� 4 PARTIAL _ RONT ELEVATION
of. – 0-1/2' MIDI.:) \S1 11 1/4' : 1'-0 Illi
TYP .
ill
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• •1 i• 1 1 1•
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P, DOwN S t i i SHEET METAL �10•M
i _ ENG El_EVATiON / (A-7TER DWI Q �I
r` -- -- SPOUT
3/8' a V-0- _—
' 0 SHEATH
3
I
I I
,
S ,
3-y/8*8_ x q6-1Z2r GLUTAM _ _ 1 1 - 1 =1 ' X 16�ti1E_ I POLE
'J B:EAIw I 1 1 1 3-1 8' X 16-1 t G
PpEcAgRIGATE^ 1':7:-- --_ _---�-- R12a ---- ---__�__-- --- --- ----- ___ == =__- Fl=1- ---- � _-IF 11 I {I }I �}p I{ { li
WCOD TRUSS
C ON 15 LB SUILDiNPAPER POMP�TION SHINGLES -- ,� ( I 1 I
,, ---+ —:----; AS ED Wgp.D
Cw4 PLt'VKW SHEATHING
1 I 1 I 1 I I i 1 1 1 I i I I 1 I 1 i I 1 1 1 I 1
.2
12
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1 CON'TINUO..S PREFINISHE �✓
• i , i ( I I I ` i I 1 l �---4' A 8' SHUTHINc
SHEET Ml:T4L GUTTER I I I ! I I 1 I I I I f ( / i TYP. i''-5,�8- PL`WPOD
I 'r 1 I 1 I 1 I i 1 i I 1 t 1 , I I I 1 C<� J�.rTfi
X T . ` s 1 i I SHEATHING-9-
ATS S SER 1 1 1 I 1 N PANEL DOES
AT ENDS � j ( � � � � I 1 NAIL WITH 'i 4d 0 6' O-i. (III
° ( 1 GLULAM BES --- PAINT { ( ► ( I I 3 I
•' ``\ �'• i I ! 1 1 1 1 I I 4 1 r 4 I t 1 1 1 I 1 I Dd • 12Z • D.C.
ryd
i + SHEET ME',AL DOWNSPOUT l I (( IN FIELD
==__�== 3 _ a_ x �16_s� - GLUL,�I ____�_____�===fix=== =-__ ___ _ 2�= = = ==-__ __ __- _-- [ -' I -J _x i 1/2' ---- - ---- - T
1 1 1 - - =r-=-=?_- _�- - 33 _l1lAlA BEAM ---- - -
�_ - (i pw III
i f � �{ •
PR F)NISH
'
DOWN-- i I i ! I DOWN
SH ET MEIAiL ' i + 1 : SP4+J *--
1 1 + 1 SPOUT + I I ! I I I 1 S 1 1 ER I i 1 I I rs 1 I { , i i
-- 'RESSUIRE TREATED D.F. t -
+ 1 GRADE AT 1 6' DiA. - { .r. j F.0, SHEATH
; 1
PAINUM
BItCK nF
i + EXISTING F EXISTING SIDEWALK
f
Ld
PAVW V-0.
o) It 20'-0"
: alr•li,: �-. . . "�''��.�'`tf�,r'i;c<..,9t'��ar� Si9�L!_' � .�bT. — :
- 64' fl' (FIELD yERII:1')EXISTING CURS-
I
• REPLACE WHERE
IIII
REQUIRED
`` �► • • -a• DIA. CONCRETE h ROOF PLAN/ RAMINU PLAN _ LLJ
+
PER FOOTING •-
c Q , IIIIII
G
EXIS?iNG �., t.x ': .*,,
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, CONCRETE lt�N:RE E-_ ONCRETE a
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TYP SECTION CONCRETE TE PvlE 4
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5'-6' DEEP i�,..�wy _ U e-• !--
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4
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DIAA T. ; ^•.1w.� I `;;;, h•
1 x 6 TRWD F POLE 4 EXISTING 11
TYf> i PARKING, �'----ExISTING
HORIZOilTAL WOOD SOW S'Yir1A PLIKTER
OATT 0. PO MON P> VEPFFCAL - - EF'A8F'bf-ATE4^WO�,0 - i I EXISTING
TRUSSES )C.
PARD iNG $ cc3o+�
X 1 POLE — Z x 6 i IAT STIFFENER j I STRIPING
4L12' I O ENO WALLS--ML T!3
C01YT1NU 5\`` END TRLISS W11H 16d
W 12" 0 C Ext,TING
2x6 \ �I
PLANTER--I i [EXPIPES
16>Id • '
2 Q EX(STING -
I j P,*P'vW, ssvE� a.rE
I STRiPIING ,
D. PMT. JULr 20. 1'99
8' DIA_ P.T
i' f 6 VERTIC,� -__ ' titt 1 .-'-�� D-F. POLE
AT ENDS Of' PANEL 2 K 6 AIA HORIZONTALW" SJNDING SYSTEM � P� / `� TYP.
> ; MORTISE INTO ! ON 5/8' PLYWOOD ON 2xf, yE'p'I'N„p, - I k - --- - __. _ - T
° ALES O A. 2'-0* O-C W1x PAINT BOTH SiDES ` ' !
S,r!I' Pt�'W'(1(1C+
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Zfl'-C" 2d•-0" I 2Q
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-C I' I 1• �; KT'E PL4NS
�I fi Mr0 DETAILSC
CONCRETE CA)R8 -- _. _ _-. _-
` FIELED V_•RiF,
EXACT - 60'--0- (FIELD VFR+FY) -
I CONFrolftTION
1
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END WALLS_ECTit�'�
R FLOOR PLAN, FOUNDATION PLAN
1 31V 1'-0' 1 1/4' _ 1,_0,
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