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THIS DRAWING AND DESIGN ARE THE PROPERTY OF BACHOFNER ELECTRIC, INC. S
USE OR REPRODUCTION WITHOUT WRITTEN PERMISSION IS PROHIBITED.
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_ I EF-2 1GREENHECK RESTROOMCEILING 227 15 115/1 — SP--224 2,3
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VERIFY LocnrloN --- RTU-3 10 OFFICE 4,000 -.5 117,000 224,000 48TJD012 208/3 -' - 1275 1000 - 1,2,3,4,5
WAREHOUSING SPACE 12'0 UP THRU ROOF RTU-4 10 OFFICE 4,000 .5 117,000 22.4,000 48TJDO12 08/3 _ - - 1275 1000 - 1,2,3,4,5
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- I O4 18" SPIRAL PIPE FROM UNIT CONCENTRIC ADAPTOR TO CONCENRIC DIFFUSER BOX
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�8 TAP 12" SPIRAL OFF OF 18" SPIRAL, VERIFY ELEVATION WITH R&H
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GIRDER LOADING DIAGRAMS
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J f 2.) GIRDERS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD
OF 600 POUNDS LOCATED AT ANY POINT ON TOP CHORD.
39'-4" FUTURE OxEENHOUSL 3.) GIRDERS TO BE DESIGNED FOR TWO ADDITIONAL CONCENTRATED LOADS
40 C
'-0" SY DiHEpl, 1` Of' 300 POUNDS LOCATED AT ANY PANEL POINT OF BOTTOM CHORD,
\ 4.) AXIAL I.OADS SHOWN ARE TO BE TRANSFERRED THROUGH KNIFE PLATES +
BETWEtN ?OP CHORDS UNLESS OTHERWISE NOTE
1:,�. D (SEE DETAIL -/S-4).
- L
ARCHITECTURAL GRAwi1AXIAL LOADS ARE ALLOWABLE STRESS VALUES.
•:'ANC-PY f•PY REOUIkLMEh-S
SUB-DIAPHRAGM SUB-DIAPHRAIA (SEE ROOF FRAMING NOTE 5)
5.) AOANOtJHAVE ONE END SUPPORTED AT WALL PANEL- �.
�_. (SEE ROOF FRAMING NOTE 5) s (ZONE III) At
(ZONE III) I I 6.) DIMENSIONS SHOWN ARE NOMINAL. SEE PLAN AND DETAILS FOR r
BEARING CONDITIONS.
S-0" 0 'LTT20B' AT
SIMPSON 'LTTl08' AT2'-0"
II I 7 ) ALL GIRDER BEARING DEPTHS TO BE 6" UNLESS NOTED OTHERWISE.
2'-0" O.C. TYP. BOTH 2-0 O.C. TYP. SIDES ,
' SIDES I I I 8.) WEB CONFIGURATION IS AT DISCRETION OF MANUFACTURER
�( 2'- N 'LSTA36' AT
MPSON. 'LSTA36' AT
_ 4'-8" 2'-0" C. ACROSS 2'-0' O.C. ACROSS I - 9.) GIRDER BRACING IS AT DISCRETION OF MANUFACTURER.
•O.W.- 6'-8" START PANEL FIRST 3 JOISTS THIS
FIRST JOISTS THIS 10. NO NET UPLIFT FORCES ON GIRDER
(EAST) SIDE (EAST) SIDE )
18'-112" 19'-7 1 le'-11 1 2"
T.0F. e•O T.O.F. .O.F. I it.) SEE ROOF PLAN FOR ADDITIONAL SNOW DRIFT LOADING REQUIREMENTS. BASIC
D S. NON-DRIFTING SNOW LOADS ARE INCLUDED IN GIRDER LOADING.
T.O.F. , ,� .. x . FLAT 61CK.KING, JOIST LOADING DIAGRAMS
�/ ! / ✓ f f FIRST (3) LAYS OFF OF
CLIO WALL U'SL SIM!"bON -
JOISTS
✓ / / 'Z2' Z (LIP. EACH END W MFR AXIAL LOAD
o / �// f MARK (PLF) NO, (TOP CHORD)
J_ ♦ , � �f' ' f x-14" TJI/Lcj AT It;` 1).C'.
�_1.`',' �� f 14' TJ1it65 AT lc' O.C. Y w(TLAL)
• o ✓ / / � �✓ I l _
I f 4 TA w. -a• O1 3?LH 6.Ok IAT WALL
1 _- - !
F L r /' T,1 F NOMINAL SPAN 50' 8"
AP
oo
_14-
/ _ 11 11.Ok
i+ ✓ ! . // ' / / I �c (S.G,,.1 �S6,� _ O � 32LH
/ t % / // ,/ / t ' 6'� 24` i; 3?• BELOW EELOW 2 = 4 -
- NOMINAL SPAN 8 8 %
�`-
c---
7 IOk
JI 32LH 6.Ok lA AT
6ELOW
r ♦\ \ ` � FlI 4'
•I '1, Sf�t7 ;,.-• I I NOMINAL SPAN 4T-4"
DOX
1., 771I -------------
CD
--_ ---- ---.,-- , _ ;l \, r1,,, S 'g- Y 1TI/. t•,. w �•t - (4 Q. 32LH 11.Ok
�4 .` , \ U 200 8.Ok AT WALL)
1 1G NOMINAL SPAN 46'-0"
0'-9 1 2' -7 1
T u•F --- .-.- ---- -11, \ I p A �I1$L ti
�` -- - r _--; 1.) CONCENTRATED LOADS TOO AND BOTTOM CHORD ARE FOR SPRINKLER MAINS AND '•
y, -OK ° 36 G 5N 1 OK 7L U., ROOF NAILING SCHEDULE MECHANICAL LOADS. SPRINKLER BRANCH LOADS ARE IN THE UNIFORM DEAD LOAD.
T.6.0 , 1-- NAILING 2.) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD
3 pjl 7 i S OF 300 POUNDS LOCATED AT ANY POINT ON TOP CHORD.
ZONE DESIGNATION 3•) JOISTS TO BE DESIGNED FOR AN ADDITIONAL CONCENTRATED LOAD
BELOW ALL PANEL EDGES FIELD OF 300 POUNDS LOCATED AT ANY PANEL POINT OF BOTTOM CHORD.
" " ��\�; ` , ------ 4.) AXIAL LOADS SHOWN ARE TO BE TRANSFERRED THROUGH BEARING SEATS, i
m UNLESS NOTED OTHERWISE. AXIAL. LOADS ARE ALLOWABLE STRESS VALUES.
BUILDING C BOy �� 351 "' t 10d O 6" O.C. tOd O 12" O.C. _ 5.) O, 3O,Ak0 4O HAVE ONE END SUPPORiED AT WALL PANEL
ROOF �,. •�
6.) DIMENSIONS SHOWN ARE NOMINAL SEE PLAN AND DETAILS FOR BEARING
ELII1_DIN( "B' ,� .6 II 10d O 3 1/2" O.C. 10d O 12" O.C. , CONDITIONS. 41.
�- 1; �e•1i 7.) ALL JOIST BEARING DEPTHS 10 BE 3 3, 4- UNLESS NOTED OTHERWISE.
BELOW iva - % 8.) WEB CONFIGURATION IS AT DISCRETION OF MANUFACTURER.
• _ III 10d O 2 1/2' O.C. 10d O 12" O.C.
,p" 0'C' �- 9.) JOTS' BRACING IS AT DISCRETION OF MANUFACTURER.
NOTES: 1. NAILS TO BE 10d COMMON W/ 0.148 IN. DIA.
I Nt I ' �.•' (313x6
2 �--� -- y,,• 2. AT CONTRACTORS OPTION, SHEATHING NEED NOT BE STAGGERED. 10.) NO NET UPLIFT ON JOIST. 7
' 3. STAGGER NAILS SPACED AT 3" O.C. OR LESS. 11.) SEE ROOF PLAN FOR ADDITIONAL aNOW DRIFT LOAOiNIG REQUIREMENTS. BASIC
•� ti3_ I� 4. MIN. 3x REQUIRED WHERE NAILS ARE SPACED 3" O.C. OR LESS. NON•-DRIFTING SNOW LOADS ARE INCLUDED IN JOIST LOADING. . ti
SNOW DRIFT TYPICAL / , -14 - -
AT PERIMETER OF I ` (OPEN
OW) 5 m{ i t f ' 14 a:
UPPER ROOF r, �C}� -
dFLOW 1 ;1 F .r.
BELOW^� 1 Eb_L�w , , PERMIT S E T
��► 21' F." 56.1 MARCH . 'Z000 .-�.
'r �.• tYP. �
,,. 5 1 j8' x 9" GI. ✓
ROOF FRAMING NOTES:
- ♦ I , __- --..�-____._ _•-_-_ --'_---.7-_.-_.--'-L__� �-_ _� __.�T-_---._�'-ice- -._i ��
22'-0 12" SINPSC�iV- I ---- _-- ---- Se.i -- 1.) DESIGN LOADS:
Tb - "lSTA18" � 7 --' ROOF LINE LOAD (SNOW) - 25 PSF + DRIFT WHERE OCCURS (SEF. NOTE2). _
(411 PLACE', / { i BEI OW ♦♦: �, ROOF DEAD LOAD � 15 PSF -
.OK B 44 G 5N 1 .OK * J 5 WAND SPEED - 80 MPH EXP B _
_ SEISMIC ZONE - 3
4 X T.O.F. 2.) SNOW DRIFT LOADS ARE INDICATED ON PLAN
)♦ 6.0 ♦ iv I % x
,� BELOW Pd - MAX. SNOW DRIFT LOAD; IN ADDITION TO SNOW LOAD.
3 /♦ `' Wd - WIDTH OF SNOW DRIFT -
Y �, 6.0 1 7 --SNJ'A DRIFT TYP p,�v '` _`� BASIC NON-DRIFTED SNOW LOADS ARE INCLUDED IN J04ST LOADING
S6.0 / ALONC CRID ANU Ci a, ;. / �47
" r
1YALL i 3.) ROOF SHEATHING FOR BLOC C TU BE EXPOSURE 1, APA RATED 8' x 8' SHEATHING -
1 1' MINIMUM 19/32" THICKNESS WITH MINIMUM INDEX 3 /16. ORIENT STRONG AXIS
GIRDER BLOCKING ". �. +- II ;�, i. hELOW ".' PERPENDICULAR TO SUB-PURLINS. FOR BLDG B, 4� X e' SHEATHING OPTIONAL, vLw � p
Bgbww-
PER DETAIL 2/S6.0. " �' /,/ : GTO 4,a / AND ORIENT PERPENDICULAR TO JOISTS. W IRILY AME/FWM Q( Ili.-=
/�✓ 4.) ROOF NAILING PER ROOF NAILING SCHEDULZ. ` m(30 2Ww
Wd _� 14,EFT. BELC'W �' - --- - 5. SUB-PURLINS FOR BLDG C AT SUB-DIAPHRAGMS SEE PLAN TO BE D.F. 2 3x6 µ
(i I
x �l o • Sc 1, - - - ! -T F41 % ) AT 24` O.C. OTHER SUB-PURUNS TO OL D.F. /2(2x8 AT 24" O.C., TYPICAL. U.J.N. rtaorEcr
O
p 1 C' X Al /' T.O.W. e) _ X'-x` DESIG'NArS ELEVATION Of TOP OF FRAMING (TOP OF PLY vow FOR BU.DING "B', T I G A R D
qr G p ,\ - - -- - _ - _c _ - -- _ /• - AND ROTTOM OF PLYWOOD FOR BUILDING "C") ABOVE SLAB ON GRADE. AT �..
' l , ♦ 0 �� r v' S 1 /d" X P' GL �� ' y C.ANOPIF`' �- IGHNATES TOP OF CANOPY CHANNEL. VERIFY WITH ARCHITECTURAL.
_ - X'-X- TRIANGLE t.�t
1g'-9" 1 r� 4 7.) DESIGN tTES L,I v'00N OF TOP OF WALI_ OR TOP OF PARAPET ABOVE SLAB
v / / j / / I sc i� ON GRADE. vLl�n r WITH ARCHITECTURAL. REMBOLD PROPERTIES, LLC
HEipw
} ,i/ / � ,/ / / •� / B.) INTERPOLATE ROOF EL•EvA1lpNS BETWEEN SPOT ELEVATIONS GIVEN.
/ / ( v mob,.•'' v t;,•'
n f ♦� ,x, \" %/ 1 ' / / , // I
BELOW 9.) --- --- INDICATES ROOF (EDGER. SEE DETAILS ON PLAN.
// 10. ------ IN GIRDER BLOCKING. SEE DETAIL 2/S8.0. ;
z c / � 1, i / � 1 .Y. % S`t_.•ii ,v ) INDICATES u
..ELOW x 11.) D.S. - INDICATES LOCATION OF DOWNSPOUT BELOW. PORTLAND, OREGONcr
} / �/ , / „ ,� 12.) BOX INDICATES ENTRY HEADER PER 14/S6.1.
1 R� ��
♦ / ✓/ / , / / ,• X A) h�/I L D I I V(.l LL x� PROJEcT NO. , N01� -•., ,
13.) INDICATES FULL HEIGHT HEADER SUPPORT. XX INDICATES NUMBER OF 2X6 STUDS, MIN, 1'lE N0. Ni1 N-d1.N�
,2. IMAIION !!!. 1000
-3 1 .G.tr
Mrernr , (wt>t , OEIGMlrpN,
iT T.O.F. 1 s ` i , / jr ' . - / r j; : b / OELCIW..._.
iT
de e
(DI _-_ -_ % i /' t % / 1! � L'" - O.F. 01114
I' T.O.W. - 24'-8` �' S - - - _ - --_- ---------
-to
------ i.
NS(
-I 23'-4 1�' Z"��� ' 5 - 7"-4" '►'-8' 1 OurWa1 :' ..•: t .
T.O.F. 27'-•4" T.O.F. O.F. rj W; T.O.W. sell
E 27'-4" ` T.O.W. 4 I 4
1•
1 �-' v7 � 2t.N4 J4
T.O.W. _ I `-- -- ---�\ 4F Nt" $HEEr rrrLs ,
T. F. T.O.F. 4 Jf2• I1'-0" c6 t 8 E. K
F. 60S1M CIO x 15.3 CANOP FRAMING TYPICAL. T.O.F. -�- a `'' Q BUILDING "C" ROOF FRAMING PLAN '�`'��-3O alBUILDING "C" .
ROOF FRAMING
SEE DE PAIL 8/56.0 FOR ADDITIONAL INFORMATION --
993145-5 1 b � i-0 PLAN NOTE: SEE SHEET S5,0 FOR BUILDING "B" ROOF FRAMING PLAN, PLAN ,
20'-0" 30'-0" 1 O'-8" 30'-0" 20.-0"
o,,iu„o„n,:-v •v01
aut�uCt-�lU4r57.niE(-.'0001-0071 1.',uErm. r
;Yj i of
41j* X1 1 1
V1.W PLOT DATES:
3/22/2000 14:42.14 KRS L,
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