7100 SW FIR LOOP-2 7100 SW FIR LOOP
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.lent, Houmlep A I A
Architect and Planner
Suite 275
The waterTower
Portland. Oregon
47201 503 223-0348
/M2 . '\yAl— T—) 4
IT Y- c-"Ic TI cj,g.FP
po. Pox 23597
To IT-
�U� ►�T''4�-1-� /� ��I 1. �N�
December 119 1978
TO: Van Gorder Print
7100 SW fir Loup
Tigard, Oregon 97223
RE: final Inspection for new building at above address.
The fo.11cwing is a list of itams to be corrected
before an Occupancy permit will be issueot
1) Pressure treated filler to be instalied be-
tween round post column and concrete bare
at front porch support.
2) Insta_:l safety glass in all panels as re-
quired by Sec. 5401, Chapter 54, U.B.C. ,
also Ser. 5402.
3) Both stairways are required to be 36" in
width with handTails on both sides.
4) Install asparation panel per code in Mona'
Toilet.
5) prodfing at tilt-up panel ,joints not
acceptable„ You can see daylight from inside
building through the cracks. Also, there may
be settling in the foundation since there is
cracking andspulling at a large number of weld
plates at panel connections.
6) Ail exterior landscaping not completed.
Correct roof drain so that water will not
run across walkway to building entrance.
erd T. Walden
wilding Orficial
City of Tigard
ETW/pl
AUURE55 �] ( U__ �(.) .SCh PERMIT NO
PERMIT CHARGE none
DINER CONNeCTION FEE
PAID BY dz o ¢.
TYPE OF BbILDING - _ DATE COW.'rCTED
SERVICE RATE r � INSPECTION FEE
LONTRACTOR PAID BY DATE
SIZE OF COJNECTION ASSESSMENT PAID __
DENNIS SCHANTZEN
CONSULTING ENGINEER
POST OFFICE BOX 176 GRESHAM, OREGON 97030 TELEPHONE 666-8606
June 16, 1978
Mr. Jrns Horsley
Macadam Ave.
Room 275
Portland, Oref*on 97201
Reference: New Print Luilding 932 3.E. Stephens Portland, Oregon
Gentelmen:
In response to the contractor's renue.st, I have reviewed the proposed
substitution of riraholt concrete anchors in lieu of machine bolts for
inchori-e of lndrer to tilt up p.rinels at r•)o£ line.
I find r, substitution satisf.artory provided the spacing and diameter of
the concrete anchors are the name as the midline bolts srecified on the
dra-fn.*s.
I am also enclosing I.C.D.O. report No. 2350, i_ndicatinp, pnr.aholt load values
for your review.
Sincerely,
< <•...t' of rc.� _ . —'_ '.'c O � �t� .�
Dennie gehanteen
D;/M s
MERCER NAERCER INDUSTRIES . INF;
2636 N.W. 26th AVE., PORTLAND, OREGON 97210
P.O. BOX 10166
AREA CODE 503 226-2511
• AN EQUAL OPPORTUNITY EMPLOYER
June 9, 1978
Mr. Ed We l l i n
Building Inspector
City of Tigard
Tigard, OR 97223
Dear Mr. Wallin:
Mike Parcell of C-3 Builders tells me you doubt the steel used in
the Van Gorder Printery tilt walls was 60,000 pound test. Since
there was no request for test documentation in the building
specifications, we kept none. V
However, the mill marks will verify it is 4.•ade 60: a vertical
line about 2;" long above the "J" on the bars is Judson's svmbol
for alloy steel .
I hope this, clears away any misapprehensions.
Sincerely,
MERCER INDUSTRIES, INC.
Lc�vY' 1✓\e•
Richard Loverin '
RL:ns
REINFORCING STEEL 0 ARCHITECTURAL BUILDING PRODUCTS 0 GLASS ■ RESIDENTIAL BUILDING PRODUCTS ■ CONCRETE ACCESSORIES
Jens sou■ley A.1,A Y May 2, 1978
Architect and Planner
suite 275
The Water Tower
Portland, Oregon
97201 503 223-0348
C-3 Builders
P.O. Box 2251
Milwaukie, Oregon 97222
Re: Van Corder Print building, Tiaard
Addendum #2
1. All footings to be 3000 psf concrete.
2. All tilt-up concrete panels to be 3500 psf concrete.
'incer y 1
rerisC. Hous.ley, A. .A.
S CONS
X1555
Jena Houalov A.I.A. ----�- May 2, 1978
Atrhitect and Planner
Suite 775
The WaterTIn"
Portland, C,"on
97201 503 223-0348
C-3 Builders
P.O. Box 2251
Milwaukie, Oregon 97222
Re: Van Gorder Print building, Tigard
Addendum #1
1. All steel in panel footings can be 40 ksi provided
two (2) extra bars are provided perpe,idicular to con-
crete panel.
2. Steel for retaining walls are correct: as shown on
dragings, and are calct•lated for 40 ksi steel .
3. Steel for tilt-up concrete panels should be 60 ksi
steel; spacing as shown on drawings.
incer y,`.
_ns C. Housley, A.
: . sa
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if
• Rn r,r�f,, a���.or� :.
C lIt 5fbe
SEWER PERMIT t
.1.5859
UnifiuJ Sewerage Agency
of Washington County CITY OF Ti Lwrd DATE _ 4-17-78
OWNER: __Van Gorder P H 0 N=
JWNER ' S ADDRESS:
TYPE OF INSTALLATION :
Q>BUILDING SEWER ❑ BUILDING SEWER AND SIDE F<WER
TYPE OF OCCUPANCY:
>❑ NEW ❑ SIN,L.E FAMILY ❑KCOMMERCIAL
❑ EXIST. (PRIOR TO 7- 1-70 ) ❑ MUI_T. RCS. ❑ INDUSTRIAL
FIXTURE UNITS DWELLING UNITS 3
ADDRESS OF STRUCTURE : 71D0 SW Fir-Loup
PERMIT CONDITIONS: THE .APPLICANT AGREES TO COMPLY WITH ALL RULES AND +
REGUL_ATION`; OF THE UNIFIED SEWERAGE AGENCY. WHEN CALLING FOR INSPECTION ,
PLEASE REFER TO THE PERMIT NUMBER. THIS APPLICATION EXPIRES IN ONE-
HUNDRED AND TWENTY ( 120 ) DAYS. , HE AMOUNT PAID WILL BE FORFEITED SHOULD
EXPIRATION OCCUR.
FEES :
PERMIT FEE $ 50.
CONNECTION CHARGE 1-QU0.
SIDE SEWER INSTALLATION _ B. Greene
ISSUED BY -
OTHER
TOTAL 1.850
APPLICANT It )ATE
ur I.
ASJUE O.ATC, SE',YcH SEA�1!C:
CHARGE WILL BfGlil FOR THIS
PERMIT. SEWER PERMIT N? 15859
ADDRESS OF STRUCTURE 'IIUU SW Fir Loop
TAX MAP -� _ TAX LOT SYSTEM fanno craek
LOT _ 10 BLOCK OF
E. Walden
APPROVF -fly DATF - ISSUEDY y
B DATE.
0 . U . ' S ____3 __ RENARKS bldg. #2033
TUALATIN FIRE DISTRICT ----- NOTICE OF PLANS REVItW --,--.,
c Clty � CKrupenty -- +
County___ ? location
Owl, ---_�_ — Fire Dept. —._-- Run Dim Monager Address_- Address Phone
Owner A N �A11� Fab r R Addross __---. Phone
/ A"le —_ —-J__-_,_---Fin wells NQ__ Fire lsrsres _rots .
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Msln Fir. IsssnrM Mt. Stops la'd -----
V„h. Shape -- -->_ — Sprinkien ._�J_,__J—�.�_Mon. Alsrm�_E.P. k)0 J_---- --_.
Cksed Closed No Yes Ane Cowr Int, Slee Fs�
Est. _ — �— HI. OtN. _J_� / Flow�e:nlG Colling AI• A� rY�' R"of Sir. A4emlwn II�QC�� C�n1C..
Coss Nem� )) -f a Type I Me Cowd.
11/1 It cover(k±4 ' -01*; -- Mr. rm. oncl. .
Fitt. Int. --- Type flue ____—__. Type Htp. System —_-_..—_— --- Fwl
frays. - �' _- ----�—— .--=----_�.--- --_• -.a-�.
Den N mow ,.GVty Haswds Nnlod NLV
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V.111.11 '.rndr,•d %pili:�ng, inws or cents Lxtwcer+ atnl(s ma., riot exceed 14. Rows of seem opening onto girder sit one
end only may not exceed 7 seats. Also eee continental epncinq, Sec. 3313-3914,
24. Simidnrd scat row ~peeing must pruvide a spare of At least 12 Inclies from the back of one neat to the front of
the most forward projection of the scat immediately behind.
25. Posting of capacity of a`s,rvmbly areas as noted Is required by State Strui'tural Codr, Sec. 33010l.
lioating, rr,„king, air condliloning and similar service equipment are required to to approved and listed by a
vnationally recognized testing agency, such as L1.L, Inc., and to be Installed In rompllance with agency's specifl-
cation. and rcrognized safe practices, The Installation of ventilation systems is required to be In substantial con-
furrnity with the 1973 Mechanical Safety Cude. Corridors are not acceptable for use r_s supply or return air
27. A dug collection system is required for shop Arens for nnnportable machines cmltting or pruducing dusts. (Ref: Sec.
wn) Dust collection egrrtpment to be located outt.lde of building or in one-ho,rr separated Y(x)in equipped with
automatic sprinklers.
/1B A S M.E. approved pressure relief valvas arc required for all water healers. Installed either in separate water tank
port or In port for hot water line. Shutoff valves may not be located between a water tank and relief valve.
/ 1SO
9 A fir a fighting water supply Is required within :*tt feet of i:uilding that is enpable of producing 500 gprn (rnlnl-
mum) for 10 minutes for each 5,000 square Vet of floor area within building up to a maximum of 500 gpm for 30
minutes, or provide a 6,000 to 15,000 gallon reserve water supply as required.
30. inle,,,r wet standpipes at least 2 lnche4 In dirunrter ioCx.ted and equipped Its per Sec 3804 are required. r'ouplings
and connections required to be American NntJnnal Standard Thrend. Where standpipes are served by sprinkler pip-
ing, see )873 N)!PA Pamphlet #13, 3-7.7.
31. kpproved automatic sprinkler protection throughout,uceupancy Is required.
32 Approved automatic sprinklers are required over..nd under stage and in all auxlllary arees,including dressing rooms,
storernoms and workshops. (rec. 3802)
13 Slagv roof ventilators d!splacing At 1pact 5% of stage floor area, openoble by hand ham K%Rr. floor end by fusible
link or other hent activated device, Are rqutred. (Sec. 3901-08;
a4 An appruve.•d fire alarm system cuuforrning to 1972 NFPA Pamphlet x172-A with gid..^.nls audlhle thrnaahout LuIld-
ing and manual nikrn, sending stattrnu sdjncent to exits from each floor or nrea nre regUIm4.
35. Approved electricrilly supervised combustion detection of the Ionization type Is required for All patient roam,,.
36 All exit doors And i.rce-•s ways ihPrcto are required to be. Identified by Approved electrically Illuminated st;,ns reeved
by two circuits whh one eei,srate from All other circuits. (Sec. 3312)
37. An emergency power system is required for the ( ) µpnmastum ( ) nudilarium ( ) buildirw to rnatntsin exit
illumination for oat leas than on^-LAlf hour In event of publir utility failure.
38. Fluorescent light. llxtures installed on combustible surfaces are required io be U.1_,., rove-d for such monrnt-
Ing, or installed h provide at)cast 1% itirh air space between the fixture housing Bar, __ouatlble material.
39. Conformance with all requirements for the removal of a _hit.ectural harriers to the hendicapped Is required. See
applicable rrart:of 1073 State Structural Safety Code, Sections 1711, 1712, 1713, 3302, 3:103, 3905, Fad 3308 and Table
No.33A.
NOTES: 1. Local rraulntions ur inporvnee st++ndards for most favorable insurance credl! may, end often do, exceed
thew. minimum State --oquirements.
2. Thb review does not cover O.S.E.A. (O.S.H.A.) regulations.
Thu review does ret cover Aledlrare-Mediea!d regulations
TUALATIN FINL DISiRIO
PLANS REVI I-W rir,, dr 'S.'fet,
Plans Review Number,
CiIF.C:K-MARKEU 10'GULAT1ONR, IN ADDITION TO ANY RFQU+RENIE S APPEARING ON THE A'FTACiIEJ
RIMEW NOTIC1s, MUST SE INCORPORATED INTO THIS 111103FCT.
Approval of submitted plans rloea not consillnle approval orally omissions or overr,lghts nor of noncvrnpltrinee µtth nny
>rppllcable regulations of local government that may exceed State requirements.
1. Structure required to be Type throughout due to (F] arca)
Q] height) (L] occupancy) (Fire Zone p).
2. One-hour fire resistance rating required,for all interior construction.
3. All living units required to be completely separated by one-hour fire resistive construction.
AMMW�'P
xit corridors require separation from any other area by one-hour fire resistive construction.
:W1fP*Door assemblies of interior openings to corridors are required to have a fire resistance rating of not less than 20
minutes And must be self-dosing or automatic-closing. Relights in corridors require wired glnss set In fixed (steel)
framing, See 1+973 State Structural Specialty Code, Sect'ons 3304(h) and 4308.
f,. Storage rooms, closets, laboratorler, chops r.nd areas of similar .....aid requlre separation from other areas by At
least one-hour fire resistive constriction. Furnace and boiler rooms require one-hour fire resistive construction.
7. All vertical opening.v suet, an stairways, trash chutes, etc., require full enclosure of ( )-hour) ( 2-hour) fire re-
!+tanre. Access way3 to ouch shafts require sell.-closing and latching Class S fire door assemblies ( 1-hour rated)
( l%-hour rated).
8. Attic areas require draft barriers as per Se-c. 3205, nut exceeding each 3,000 squPre feet. 0,000 square feet where
sprinkler protection provided.)
U. Voids created by ceiling-floor systems require draft barriers not exceeding each 1,000 square feet.
10. Building projections such as balconles, eaves, overhangs, etc., require fire protection as per 1973 Stale Strurtural
Specialty Code, Section 1710.
Fire stops, blocking or framing rnembers pierced for utility runs require packing to equal fire resistance prior to such
piercing. Wood frame construction requtre3 flrestopping of both vertical and horizontal draft openings at max
lntervnls of 10 feet. mum
12. Corridots require at least 8 feet in clear width, Drinking fountains or other equipment may not open ate in a man-
ner which would 3bstruct the rninirrum 8-toot width,
13. Corridors serving patient bedrooms require at least 8 feet In width
14. Corridors require smoke barrier prrtltions with doors at 150-foot intervals.
Exit doors from lobbies, corridors Ind rooms with potential occupancies of 50 or more are requir^d to swing n the
direction of exit travel.
:8. Exit doors from lobbies, corridorr and assembly areas require panic hardware.
Hardware for all doors is req,ured to be of simple type having no provisions for locking r.galnst egress, with ob-
vious method of operation. Fl.ish bolts other than listed automatic are not acceptable.
18. At least 44" (inches) in clear width, without projections, is required for exits and patient room doors thrrrg+
which patients must be tr an worted in wheelchairs, stretchers or beds.
18. Sleeping rooms require at 'rest one wtndev readily openable from Inside without special tools and providir K a
clear opening of not less then 720 sqi ara Inches with the least dirnen•lon not lerat; than 22 Inches. Maximum .er-
mitted height to bottom •,' opening from floor is 48 Inches. (Ref: Sec. 1304)
oO'd0. Surface tlnme spread rr,+n of walls and ceWngs. minimum requirement; stairway---25, eorridor►-75, other ro me
- -225. (Sec. 42031,
s
21. Combustible acoustical material required to be secured with staples or equivalent metallic holders or a hent ress'-
ant adhesive capable of withElnndtng 1000'F. for one-half hour.
i
S
s,
"tee►^-.� _
w034
BUILDING PERMIT APPLICATION Coy TIGARD nnrE 4-' 1'78 YSS-2222
THt UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE
OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER P,HONF �
LOT NO.
OWNER I'">11 Gordai- 9,iaE JUB ADDRESS �' MI', Luo',; HOME ADDRESSAR ECT
ENGINEER
BUILDER -3 bullADDRESS " • • L k].�L X22.5 # r1j..k dC�►U� �O tSI NER - ,---
STRUCTURE _ ❑NEW_ _❑RFM_nDEL_ ❑ADDITION ❑REPAIR ❑RENEWAL [:)FIRE DAMAGE ❑DE.MOLIITION
❑ RESIDENCE CICOMM ❑EDUCATIONAL ❑GOV'T ❑RELIGIOUSC]PATIO []CAR PORT ❑GARAGE ❑STORAGE❑SLAB ❑FENCE
—GBOND ❑MOVI'i," []CONDITIONAL USE ❑DESIGN REVIEW _ ❑COUNCIL. APPROVED [:]SIGNS -
OCCUPANCY _LAND USE ZONE—.__ -BLDG_TYPE-.. FIRE ZONE-_- PLAN CHECK BY_ ___ HEAT-_ -____
mist• incus rial b1djj. all pet plails and ! OLU Wda requi t(-count.
...1 A thru 7. IA2. plumbxny and h"t.tn�j sna vaunt permit iv4uitol:. -
;3s wsr pgrmi 1. :1.
_ HELvFJL?0 2AFl�A �a E_4P4S�.h1$—___Y.A.LS�
1 BUILDING DEPARTMENT SET BACKS FRONT REAR _ LEFT SIDE RIGHT SIDE
permit 314*00
1 T.l)�.� THIS PERMITIS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING
Plan Check REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT T14F
.'�;t��� WORK WILL BE DONE IN ACCORUANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH
Sub total ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE
---- `. RFSTRICTIVE COVENANTS. CONTRACTOR AND SLID CONTRACTORS TO HAVE CURRENT CITY BUSINESS
State, Tax �'�°`� LIr,ENSF. SEPARATF PERMITS REQUIRED FOR SFWER, PLUMBING AND HEATING,
4
]_
Total
By
--—- - -- Wept IC nNT 'M nr;r r:t
Approved I Receipt Nn -
BEEBE-
DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE
Contractor
Permit No.
Rough in
fixture
HEATING
Contrpcto,
-
Per nit No.
Z I or oil
IS_A1044A 4)
Rough4n
...... Final
sawsw
.v
Final
7141 -RIVEWAY
Final
Strom Drainage
(Rain Drain)Final
Sidevalk
Curb&Street Final
roach
A
TEMPORARY CEPTIFIC TFJOCCUPANCY Final
ML T.IF164AL CERTIFICATE OCCUPANCY ---- —L—
Landscaping
Zonin(j Final
Number
PLAN CHECK REPORT
Lui.lding Department Tigard, Oregon
1 OCA1 11;., ; I l flQ SI I EJ. r I non
DATE: •_ 4-in-7R
OIJNF.Z : Doan Vao rrdPr AGENT •
•._ph.aria-, ���_t
GUILDER :
PHO!;E
ENGINEER ' ARCHITECT: dens, Hausley , A . I .A.
OCCUPANCY GROUP: B-2 ZONING :M-4PD
BLDG. TYPE : 5N FIRE ZONE 2
FLOOR ARCA : B 1 . 612029_Ft_ 2114 EITHER
E332 ,TOTAL 9066 _
1111[ . LOAD: B 1. `2. OTHER
TOTAL
FLOOR LOAD: B 1 . 40 2. 125 OTHER i
TOTAL
PAM( IrJG SPACES: 14 required by Planning -TOTAL---
5PU IAL CONDITIONS: Sewer hook-up fee = 3 DUx$600= $1800. +$50. Ins ect '
( 1 ) Sheet !1) (a) sh,,w how bldg. drains are piped to an approved disposal
area , also catch basins and parking lot. (b) obtain yt_eet opening permit for
driveway. (c) show where bldg. sewer connects to house dra.fn and street
( 2) main
Sheet (2) (a) Install exit door in wall at line "A" betwr:en col. 1 & 2
also exit door in col. line D between col. 3 & 4 to mbet Fire Cede. Exit when
2nd story area is to be an office area. (b)
r"hr,w -ross section o' both
stairways going to end floor area irjdi,�ating riser height and tread width,
support construction, and fire proofing sf � irs to meet code requirement Ser, 17
_Sheet (2) (r_) All fire exit. doors ,o be provided with hardware per UBCO
Sheet (4) (a) Show intermediate support for mid-section of 2x10 roof rofters
front office-
over office ataa. (b) Shore how exterior wall to bo laterally braced to meet
minimuri code requirement.
(r_) Provide c:eilinq and, or roof accuss to servcie
mechanical units mounted on the roof, per code requirement, Sr 710UME
-_
( d) Show detail how all skylights are installed for weather proofing per code.
( F ) Show details of roof connection of all structural members of roof tc
Number
PLAN CHECK REPORT
Bu9.lding Department Tigard, Oregon
L0CIiT] 0I j:
DATE :
14dNEH:
- --- --•- AGENT:
F;UILDER
:
__PHONE :
f"PIGINEF_"Fl :
�- ARCHITECT:
OCCUPANCY GROUP:, ZONING : BL.)G. TYPE :
FIRE ZONE_
FLOOR AREA : B . 2. OTHER
---- T U T A l_
BICC . LOA.": B 1. 2. OTHER
--- TOTAL
FLOOR LOAD: B 1. 2. OTHER
— TOTAL_
PARKING SPACES:
SPECIAL CONOITIONS :_ PAGE 2 (CONTINUO) to side walls
(f) Show details
of parapet• (q) Show detail ofguardrail around baleen
— _Y - per code.
--GE-NERAL : (1) She size and placement of a_ll weld.
�2) Specify electrods to be used to meet minimum code requirements.
(3) Specify all weather proofing- such as roofing, sealeont , etc
(4) Show size and placement of all reinforcement steel.
5 Show how tilt-up panels to be errected on footings.
(6) Show width of tilt-up panels.
--- -----------
� lil i;l< FAY: f)A'FF.
—APPROVED AS CORRECTED: YES
NO
vrl.l.
iogst ova A.A.
to 775
i ti t e r Tawe,r
f"', t..i alld, Oregon 971'01
��+> ;i [ t
find copy of our ;,tructural Plan :heck for plans you submitted
for Print. Shop buildi•ii. Van Carder, in Tigar(i, ')regon.
PT,,He,. be advim-A when you ' mve submitted corrortPO ,itnna, pr-_r dl;rck, wt.
ws I vr,k• a building{ permit.
your 4,
T. Walden
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Jens Housley A.UI
Architect and Planner
Suite 275
The Water9bwer
Portland, Oregon
97201 S03 -0948 Page of 4
Addendum No. 1
February 9, 1978
Print Shop
VanGorder Printing
Tigard, Oregon
Concrete:
A) Concrete Footings- Increase concrete footing sizes
beneath tilt--up concrete panels to:
F•-1 516" x 516" x 1 ' 0" Thick
F-2 416" x 4 1 6" x 11 011 1'
F-3 510" x 510" x 110" it
B) Tilt-up ccncrete panels- Increase horizontal dimension
on concrete tilt-up panels from 11 '-0" to 22 ' -011 .
Add one man dcor , size 3 '-0"x 7 '-011 , to panel 1-3
at the east co.-n,:r of the North wall. Provide exterior
light overhead and concrete walk.
D) Use metal angle connections between tilt-up concrete
panels. Spot weld angles at 4 '-011 on center.
F.) For retaining w,111 at dock area use detail S1
Miscelleneous Steel and Tron
A) Use beam to wall con,:ection shown in detail R1.
Addenda to above:
Concrete:
A) Include footing F-4 116" x 110" running footing.
Sitework:
A) Change North parking area to avoid existing stand of
small trees at the northeast end. On the opposite side
of the parking area move the landscaped peninsula
position so as to be opposite the stand of trees.
I,
Jens Housley AUL
Arehlteet and Planner
Suite 175
The WaterTower
Portland,Oregon
07201 SOS 222-02%8 Page 2 of 4
Addendum No. 1
February 9, 1.978
Print Shop
Van Gorder Printing
Tigard, Oregon
B) Reduce parking stall widths in both parking areas
from 9' 6" down, to 910" .
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26-F-26.0 UNIFORM BUIL-IND CODE
TABLE NO.26-F-MINIMUM rr ri11lr
RELATIVE SEAM STIFFNESS,R
7. ASPECT RATIO '
0 0.5 1.0 t.0 4.0
0.5.2.-2-0 0 0 0 _ f1 (l
1 0 0.5 0.0 0 0 - 0 - 0
0.8 0.7 0 O n 0
1.0 0.7 0.1 0 0 0
1.25 0.8 0.4 (1D 0
- 2.0 1.2 0.5 0.2 0 0
n 0.5 1.3 0.3 0 0 0
0.8 1.5 0.5 0.2 (1 0
' I.0 0.6 0.2 0 0
1.25 1.9 1.0 0.5 0 0
-- 2.0 4.9 1.6 0.8 0.3 0
0 i'I ().5 1.8 0.5 0.1 0 0
0.8 2.0 0.9 0.3 0 0
1.0 2.3 0.9 0.4 Il O
1.25 2.8 1.5 0.4 02 0
2.0 1.3.0 2.0 1.2 05 n'1
TABLE NO.26.G-ALLOWABLE SHEAR AND TENSION UN BOLTS
(In Pounds)
SHEAR ;TNS.-ON
MINIMUM MINIMUM CONCRETE STRENGTH (In Psl)
DIAMETER EMBEDMENT
(lis Inches) (In Inches) - 2000 5000 2000 to 5000
21_,-- -
250 250 son
500
'§ 4 1000 1000 950
% 4 1375 1500 f.;OO
Ono) ?2.50
1790
kt'075• l3(In
1 7 1790 2075 3200
l�l� 8 T 1790 2250 _ -
_ 3-fit
l Ua 9 1790 2050 �- \
3..00
NOT FS:'Values shown are for work withou)special inspection.W here special inspection is
provided values on ry he increased IM)percent.
Values are for natural stone aggregate concrete and bolts of all,w A101 quahh 1301ts
shall have a standard hob head or an equal deformity in the embedded portion.
Values are based upon a bolt spacing of 12 diameters with a minimum edge distance
diameter.Such spacing and edge dirtauce may he reduced S0 percent with an of 6
equal rNuc-
ticin vrlue.Use linear interpolation for intermediate spacings and edge margins.
'An additional 2 inches of embedment shall he provided for anchor bolts located m the top
of columns for buildings located in Seismic Zones Nos.2,land 0
nos
•'-'f�= 7-1as.... ,wR•ills-r.. ."�" ..
.r
f
INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS
RESENNIN COMMITTEE MHO1Di!IEII11MIN Report No. 2350
little, 1970
PARABOLT CONCRETENIH
THf•: MOLLY COMPANY, I-ISUSM 4. Complete, the installation by tightening the nut three rnm-
TEMPLE, PENNSVI,VANIA plele 360" turns.
5. ImtalLrtion by the ahove lroee'dure will produce til,' mini.
1. Introduction: At the request of the Molly c'•lmUany, USM, Irrrlin enlherinlent stipulaler� in Table No. I.
Temple, Pennsylvitnia,rill, Research Committer of the :ate' tion+ll Ill. Evidence Submitted: A reporf I,y Morris bolivinp, Shnc•
C:ontercnce of Mudding Offlonls hos made a re-examination of the hunt F;ngfnrer, of shear nail pull•rnit ','stq on the 1'arnholt �bn-
test data suhmitti d in connection with the use of the Paral,olf trete Anchon, 1n Inth stout, aggregate ,mi lightweight aggregate
Concrete Anchors, concrete is submitted.
11 Description: General: The Parabolt Concrete Anchor stud
lnit and expander ring assenlhl' is made of high strength zine- Recommendation
plated steel in diameters of Sfi, 'fi lir % sit, I anti I'-i inches I" tlecommendYlinn: That the Perabolt Concrete Anthea, as
The anchor consists of a steel nrxl threaded at one end will, descried in Part Il o! this report are satisfactory allernal:• types
standard coarse holt thread., and has a parabolic-shaped taper ina- of connectors to that specified in the Uniform Bcilding Code
rimed at the other end. A stainless steel one-piece clip is formed provided:
with a slip (it around the tapered section. When 1hr 'mchor is 1. The allowable shear and
pullout values for Parabolt
An-
tapped Into a drilled hole, the clipp lw'nrs against the slur's of the rhors installed In stnne aggr
ate
hole and as the nut is tightened, the•clip engages the concrete and ennerele do not exceed the vaglues flues set (ogaggregate
forth inTableNo. 1
is i-) rcihly locked into position. 2. The minimum anchor spacing and end and edge distance
Instillation: The Parabolt Concrete Anchors are installed in the requirements are as set forth in Table No. 1.
following manner: 3. The allnwable shear and pull-out values may he increased
1. brill a hole of the sante diameter its the concrete anchor M one-third for short time loading such as wind nr seisrrie
F. minimum depth of six diameters, forces.
2. Top the concrete anchor into the hole until it is embedded in 4. The anchors are not used to resist vibratory loads until sub-
he concrete for n distance n(at least five diameters. stantioting data is submitted.
r 3. Add washers and nut; bring nut to a hand tight condition. This recommendation is subject to annual re•examinalion.
1
TASTE N0. "LLOWASLE SHEAR AND PULL-OUT VALUES IN STONE AND
LIGHTWEIGHT AGGREGATE CONCRETE ((n Pounds)' r
MINIMUM STONE AGGREGATE CONCRETE LIGHTWEIGHT AGGREGATE CONCRETE
ANCllop1ti DEPTH 1's= [000 E's=7000 f's-IOOO__
1'e 7000 he- 7000 1'e=4000
pa IMbq Ila IneAf/) {RMI ►YII•wf {her— Pull Got {AMr /YII•aut fOMr PYI6M1 {OMf ►rll•MI {Ma ►rll•sYl
'h l Sit 300 200 3W 340 300 41U 250 225 250 275 250 325
% 1'1L 555 440 7W 500 845 090 555 350 62n 420 885 480
750 745 v 9(10 041150 1150 750 550 A910 030 1150 715
'Ib 29( 10001200 125() 1:i— 1490 1940 1O 805 1250 905 1490 1000
9f .3% 1509 21.1 1800 1 2880 2100 3230 1500 1350 1H00 1900 2100 1580
2000 3000 1'2300,) 97„3 2750 431N)
Fs, 43h 2500 1800 2900 4750 13,10 57505'>, 3.500 5740 40.50 7250 4113On 8750
The tabulated char and pull-nut value ate(or anchors installed in mncrrtr having the derignaled ulMmale comppfrrsive strength at time of Inonllnlinn.
'The tahulated valuer are for anchor imtalled it minimum of 12 diameters on rrnter ur n nsielnurm rl A Inches Irum the edge of the concrete The rpar-
Ina and edce d within
may be rrducrd In five diameter and J inebrs. respertrvc 15,provided the vnhirs are reduced SO per cent. Fur ocher rpacinRs ur
salla
depth
within the above limits a Ilnrcr Intrrpnlatinn cony he used to obtain the appropriate prres•ntnRe of the labulalyd valuer.
The depth of embedment sprdMd fs rite final embedment altrt Thr not hoz hr••n lurnrd lhrrr roml4rte;tail' revolntlnm from a band MEAL mndiflen.
PORTLAND CONTRACTORS SUPPLY, INC.
1408 E. Burnside - 232-5173
Portland, Oregon 97214
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