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BUP 93-0283
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GENERAL. NOTES AND SPECIFICATIONS
DIVISION 1 GENERAL CONDITIONS
1 . Drawings reflect the final configuration only unless speed . G ) Roof sheathing - 19/32" 42/20 OSB with exterior glue. nailed
.otherwise. The contractor is responsible for temporary and/or with IOd as follows ( 12" o/c @ panel interior supports ) ;
in progress stability & safety of Construction . edge nail sheathing to:
2 . Verify 5 confirm all dimensions g conditions prior to fabrication A) Ledger , 2 1/211oc ( staggered )
or construction. Notify & coordinate any changes with EnginL-er B) Purlins and bub purlins:
before proceeding . 1 . Within 10 ' of E & W walls 4" o/c .
3 . Specialty sub contract designs , drawings , a calcs are to ,bea
' 2 . Within 20 ' to lU ' of E A W walls 5" o/c.
the seal of a professional engineer registered in OR. 3 . Remainaer 6" o/c
4 . Applicable code; 1991 ed UBC as amended by the State of Oregon 3 . Strand orier ' ation of sheathing to be perpendicular to sub purlcn5
Design loads :
A ) Roof LL = 2 25 psf it 32" o/c u�,tion chosen ( 8 ' x 8 ' s:heets ) .
B) Wind load 80 mp1 ( li ) 4 . All wood in permanent contact with concrete or masonry to be
C) Seismic zone 3 pressure treated per the req ' s of ASTM D-1750 .
`) • Nail all Joints not speed else according to table 25-Q UHC.
U) Soils capacity 1500 psf ( UBC type 4 (assumed ) )
5 . Special inspections as required by chapter 306 of OR St,.te Building DIVISION 7 'THERMAL AND MOIS'T'URE PROTECTION �
Code and this office are: ( See below & divisions 2 thru 6 ) NOTE! Building addition not to be heated except ( future ) office ,
A ) h'oundation excavations , :structural fill ( if any ) . area at most Easterly bay. ( 21 ' wide )
B) Cylinders for all structural concrete or concrete other 1 . Roofing to be Owens Corning #33-IC with whj. te cap sheet . ( UL
than slabs on grade , stem walls or walks with a f 'c of 3100 class A ( UL # R-3533 ( N) U ) .
psi or greater . .' Insulation to be:
C) Inspection of reinforcing prior to pour on all concrete A) Floor
requiring special inspection.
E) All field welding . 1 ) R-7 rigid at perimeter of heated space( s ) 24 " minimum
'
width ( vertical or vert. and horizontal ) except where
more than 2 ' U" o/c below final. grade.
DIVISION 2 SITE WORK 2 ) Underly floor ( fir heated spaces ) with a ( ( 1 ) perm
1 . Footings to rest on firm undisturbed natural soil 18" (min ) below or less ) mcisture barrier .
finish floor/ori.yi.nal or final grade. over excavate if necessary B) Walls • R-19 FG batt . ( 0 heated space ( s ) ) except where moce
to firm bearing . Compacted crushed rock may with en(jineer ' s than 24" below final grade.
approval be used to bring upgrade to oriyinally intended levels . C) CeilLny - R-19 FG batt
DIVISION 3 CONCRE'ri J . Seal perimeter against air filtration per req ' s of Ch 530:1 Stat(
Energy Code .
1 . Concrete to be f ' c = 3000 psi @ 28 day UON. Protect all concrete 4 Flashing r3 yutter to be 24 Ga Galv. 6 painted .
until sufficient strength is developed to prevent durnage.
2 . Concrete strengths to be : ( all at 28 days lab cure) DIVISION 8 DOORS & GLAZING
A) footings , f ' c = 3000 psi i . Glazing ( new) to be in a ;cordance with chapter 54 (all ) UBC 8
B) slabs , f ' c = 3000 psi be safety glazed when - n or within P -0" of doors , in other
C ) Walls ( typical ) , f ' c = 3000 psi. hazardous location:; and/or as required by ANSI or UBC.
D) Walls ( tapered ) , f ' c 3500 psi Doors in rated partitions or halls to be rated , rating to be
3 . Reinforcing to be ASTM Gr 60 (deformed ) UON. All reinf , to be 3/4 of wall rating except must match wall rating in occupancy
tied in place and supported as required to maintain speed separation walls .
cle,izances . Use non stain.iny chairs at exposed surfaces . -3 . Glazing to meet requirements of Section 5303 ( E ) - , the State
4 . Bar laps not spec ' d else to be in accordance with ACI 318 ( latest Energy Code.
edition ) 4 . All exit doors shall be openeable from the inside without special
5 . Typical reinforcing to be WON) 0. 0025 x member cross section knowledge or effort . Contractor to submit "cut" sheets of latchin
area with bar spacing not to exceed three times the member thickness devices to Bldg . Dept . for approval prior to installation . Devices
or 18" ( placed in center of section ) , to comply with CH 3304 ( C ) UBC. All exits shall comply with
6 . Typical bar clearances : iUON ) provisions of A. N. S. I . 1.17 . 1 & A. D.A. Handbook EEOC-BK-19. Handles
A) Earth formed surfaces - 3" to be lever , push bar or "U" bar.
B) Weather surfaces - 2" 5 . Sill ht to be 1/2" maximum ( typical ) .
7 . Concrete finishes to be slnooLh troweled except broom finish at 6 . Landings shall be provided at all doors with a length in the
ramp( s ) & exteLior flatwork . direction of travel equal to or greater than 5 ' . Maximum slope
8 . Typical wall reinforcing to be 04 @ 1.2" o/c E/W ( 6" walls ) , #4 along assessable route( s ) to be 1/4" per fL . .
@ 10" o/c ( 7 1/4 " walls ) with two # 5 around openings (extend
2 ' past ) and panel edges . Provide bent bars at corners of openings DIVISION 15 MF.CH & PLUMBING
and inside corners where 2 ' lap is not possible. Corner bars 1 . Mech & plbg by separate permit . Mech to provide ( 115 ) cfm/ occ,ipan
not required at outside panel corners except where detailed/noted. ( 5 cfm must be fresh air ) .
Any equipment or ducting etc. to be anchored/braced for wind
DIVISION 4 MASONRY and/or seismic loads speed in div 1 ; bracing shall comply with
GENERAL, Specifies: strengths of components are MINIMUMS higher the SMACNA Restraint Manual Guidelines For Mech Systems .
strengths of some/all components may be required to meet prism
strenyth ( s ) specified . DIVISION 16 ELEC'T'RICAL
1 . Masonry prism strenyth( s ) to be f ' m " 1500 psi L Electrical by separate permit.
2 . Minimurn component properties : � Electrical ( lighting ) design to comply with provisions of the
A) Concrete masonry units to comply with ASTM C-90 grade type Oregon Energy Code . Electrical subcontractor to provide evidence
1 ( half & half ) with moisture content not to exceed 30% of complience with above in the form of a completed "Oregon State
of total absorption . Protect & maintain dryness until laid Energy Codc• worksheet ( s ) .
in wall . END OF DOCUMEI+,T
B) Mortar to be type ' S ' ASTM C-270
'j C ) Grout to be f ' c = 3000 psi @ 28 days with �" max . agyreyate
size and 9" slump. Grout fill all cells containing reinf .
or embedded items , i
3 . Typical wall reinforcing to be : (Gc 60 UON ) j
A ) ( 1 ) #4 r3 2 � -0" o/c , wal.'•. corners/ends ( vert )
B) ( 2 ) #4 @ 4 ' -0" o/c , top & bot . of wail , & intersections
of floor ( s ) & roof ( s ) . ( horiz )
C) As Shown or indicated on plans & notes . r
4 . Dowel. masonry to adjacent concrete to match reinf size and spj.:iny .
r .
DIVISION 5 METALS
1 . Steel to be :
A) Plates a open sections - ASTM A-:16 ' ( 36 ksi )
B ) Bolts •• ASTM A-307
C) 'I'ubes -- ASTM A-500
D) Welds - AWS E-70 ( ;4" UON )
All. steel to have a shop coat of rust resistant primer .
3 . Fabricate & erect steel according to A1SC spec ' .s .
DIVISION 6 CARPENTRY
1 . All structural nails to be "common" or galv. ( hot dip only ) box . „
No "sinker" nails allowed.
1 . Lumber. grades : (Verity available material ) . Material of diff:eront
specie or grade may be substituted cif providing equal or better ^, .wrd................................................. • • ••
design characteristics . Grades spec' d are based on values contained _ '
........
in W W P "SIZE ADJUSTED VALUES" ; some grades may require upsi zing
or upgrading . g��°A) Ledgers Ledgers -- #1 & better DF-L .......................................
.... ....r ';•
B) Sub purlins 2 x 6 #2 DF-L at 32" o/c or 24" o/c . ..................... ........................
C ) Gl.uelam purl ins ( splits ) - F = 2000 , F' = 165, I•' 11 = 650 /��,,� l�
( industrial ) with exterior gyue, with radius = 1680 ' . J�'�r`1d�3iGz_.:_-- --`�--- "�-- T'
D) Gluelam bms - Fb = 2400 , Fv 165 , v = 650 ( industrial )
with exterior glue , with radius = 2066 - . By: - -
ALBERT R, KENNEY,JR. PE
CONSULTING FN(_ INLLR/PLA- NNE 50:3/244-9811 or RX 244-9817
DATE
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A .BERT R. KENNEY,JR• PE
CC.)NSILIDW; ENGINEER/R_..ANNH 503/244-9811 or FAX 244-9817
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