HomeMy WebLinkAbout100 Arnold Way (44)ARTHUR
BUILDING SYSTEMS, INC.
August 09, 1995 rm
Mr. John R. Collins
Chief Building Official AUG 11
Town of South Windsor
1540 Sullivan Avenue South Windsor
South Windsor, CT 06074 BUILDING DEPARTMENT
RE: Timothy Edwards Middle School
Music Room Addition
Sbj : Building Remedial Support
Dear Mr. Collins:
Please find enclosed signed and sealed details for the remedial
foundation/building supports made at the above referenced
project. Also enclosed is a foundation plan noting the location
where supports were required and type of supports made.
If you have any questions regarding these documents, please do
not hesitate to contact me @ 800/692-1234, ext 2090 or you can
page me @ 203/340-9477 .
Sincerely:
ARTHUR BUILDING SYSTEMS, INC.
O
David P. Pernal
Project Manager
cc: Mark Weisman - Kaestle Boos Associates, Inc.
Project File 10677
719 Middle Street
RO. Box 60
Bristol,CT 060 1 1-0060
Telephone:203-582-6552
Fax:203-582-7688
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M- r VIM Wr yr a-vr WW6Vr 10T WWI ins'A = Scheme "A" #
B = Scheme "B" '
C = Scheme "C"
r Timothy Edwards Middle Sch.
Remedial Locations
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Ar PIER & FOOTING PLAN
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SZEWCZAK ASSOCIATES SHFC-TNO
CONSULTING ENGINEERS
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200 Fisher Drive
AVON, CONNECTICUT 06001 CHECKED OY DArt
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SZEWCZAK ASSOCIATES sHEET NU. Ji(.ol-,71 q S j of
CONSULTING ENGINEERS CALCULATED By DATE
200 Fisher Drive
AVON, CONNECTICUT 06001 CHECKED BY . S4 a ---- DAIE Y
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Hilti HVA Adhesive Anchor System continued
Specification Table
HAS Anchor Rod
Anchorsite
Details HAS x/.' HAS'h' HAS W HAS M.' HAS%' HA81' HASIV
BD bit diameler(inches) or 'he "As '1e 1 111e t'h
aD:
r 1 . HD-E min.depth o1 embedment 3'h 4'1. 5 A 6% 8'k 12
r.,: :,,capsule length(inches)
HD
PT max.thickness 1 1'h 1af. 2 211. 21h 2S.
fastened(inches)
TM, L. anchor length(fnchea) _S'Js 61h Tale Sae 10 12 16
Tensile Sttt as Area{Ind 0.078 0.142 0.226 0.334 0.482 0.608 0.9W
M HAS S.S. 18 30_ —75 150 175 1 M5_ 400
max.tightening HAS Sidhtrque(Il.lba.)
HASSup.ar 18 35 80 160 200 330 so
TE-C+ TE-C+ TE-C+ TE-FY TE-FY TE-FY TE-FV
Dr111bllslu 6hr12 9',e-12 11r,s-12 `/e-13 1.18 tUr17 11/r23
BMT min.base material 5'h b'h 71le 81h 81h 101h 1s
thickness(inches)
HFA Insert
Anchor site
Oetallt' HFA V HFA V HFA fie'
BD bit diameter Qnches)
HD= min.depth of embedment 410
1 capsule length(inches)
31h 5 6 1a
useable Thread Length(Inches) 1'h 1'h 2Y,s 11h
mar.dghtentng torque(h.Ibs) 18 35 80 160
ew MwMw
Tr.+•-..c`*i' TE-C+ TE-C+ THY 7Ef1'
Drill bit size y4•12 Vie-12 1-13 1Yr11
BMT nlln.bm material 5% 6V. 71w sib
thlCkneSS(Wles)
r OTE; 1. This Information does not pertain to special order HFA anchors.
Anchor Spacing and Edge Distance Guidelines (HAS Rod and HFA Insert)
Ancht raln
P5 ' Details HVA efe' 111114+la' IIVA ale' 1tr HVA 7k• tM 1' tltlt ilk
spacing required to
AS,r obtain maximum 3'h 4Y4 5 6% 6$e 8'k 12
working load(Inches)
Minimum allowable spacing
ASmb between anchors(Inches) 1N. 2Ye 2'h 3'1. 3'1,
Rehr to not 1
Fp Edge distance required52
m ED„ to obtain maximum 511. 6* 7'h
JV3
11ae 18
wo,*bad(inches)
Minitnurn a amble
EDmin edge distance Ouches) 1. 2'/e 2'h 414 6
Refer to notes 2 and 3
NOTCO: 1. When seal,ry ASmin r uduuu Ills working.load by 307b.
2. When using EDmin arxi the land Is a shiear load,reduce theworking load try 50%.
3. When using EDmin and tyre load Is a tenslle load.reduce the working road by 40%.
The HVA Anchor Spacings and Edge Distances for the embedment depths listed above were calculated using the following
information:
Anchor Spacing Edge Distance Edge Distances
Tension And Shear Sheer Load Only Tension Load Only
AScr ASmin _ IIAS EDcr EDmin fED EDcr f=Dmin fED
HVA 1.0E 0.5E 0.7 1.5E 0.5E 0.5 1.5E 0.5E 0.6
1. Use linear interpolation between critical and minimum.AS ur ED ru determinn mart rmmnr
Hild HVA Adh sive Anchor System continued
HVA Allowable Bond Strength and Steel Strength for HAS Rods299
Anchor HEA Tensile Bond Strength(Ibs) Stool Strs,rlgth(Ibs)
Dla- Embed. Adhesive 2000 pal 3000 pal 4000 psl 5000 psi HAS SS
meter Depth Capsule($) Conc. Conc. Cone. Conc.HAS Std. HAS Sups, 304 SS)
On.) (In.) Required Tonsils, aStisar +Tenalle 4Shesr +Tonafle %hear
31h 1-4'e x 31h 2010 2210^ 2420 2830
x/R 5'/4 2.-:V$x 31h 3010 3320 3630 4250 15W 1070 3260 1900 2000 1 BSO
7 2.4b x 31Iz 4010 4425 4840 5665
11/. 1•112:41/4 2660 2990 3330 3990
tl 63'a 1-1h x 4114 6 1-yR x 31/2 4000 44tr0 A990 5980 2840 2090 $920 3270 4730 3600
81/2 2-112 x 41/4 5330 5990 6850 7970 1
5 1-%x 5 4120 4590 5070 6020 4
Pit714 1-%x 5 8 1-1h x 41A 6180 6890 7600 9030 4520 3000 9420r 5832 75M 5050
10 2-%,x 5 8240 9190 10140 1 12040
65/e 1-344 x 6% 5750 6510 7260 8770
N. 10 1-y-x 6*&1-'Is,x 41/a 8830 9760 10890 13150 6b80 4500 13920 7650 9480 7270
131/4 2-Y4 x Brlo-11510 13020 14620 17530
6=4 1-118 x 6qe 6770 7660 8550 10320
7k. 10 2-N4 x 6* 10180 11490 1Z820 15490 9240 6350 19250 10760 431 M
131A 2-N x 6% 13540 16320 17M 20650
8114 1-1 x 81/4 9640 10960 12290 14930 —
t 12ae 2-7/e x 6% 14460 16450 18430 22390 12120 7630 25250 137W (3)lA
10112 2.1 x 01/4 19280 21930 24570 29OW
12 1-1114 x 12 20510 23220 25940 31370
1'14 15 1-11/.x 12 8 1-1 1r 81/4 24935 27535 30140 3S340 19380 13070 40375 2153D m Rt
18 1-1114 x 12 8 2-1 x 8114 29360 31850 34340 39310
I Anvwable`ensue load for anchor rods Is based upon allowable stress - .331-u lultimate tensile
st'-ittytll)actlny upon the tensile stress area of the rods Reference RISC Steel Manual Soction 1.5
2. Use lowervalue of either bond or steel strength for tensileload.
3 7rs-11/4 HA3 33 only$vblIdUlo Iltrouylt spuchil under,no teat data avaiiable.
F'
a Values oblaln(lid from lest data at ink'.e'trtrtrdmarll.
I
ri
HVA Ultimate Bond Strength and Steel Strength for HAS Rods2
HEA Tentille Bond Strength(Ibs) tes,i Strenpth(IEty+
Anchor Concrete Strength HAS Std.HAS Super HAG
Dls• Embed.Adhesive
meter Depth Capsules) Yield Tensity •Sheer T1616 Tsrtdle 43heer Yield To as •Shsar
In,) (In.) Required
753
4000 ptl 8000 psi Strength Strength Stirsb9th Streftlitt' Strength Strength31h ,-Xs,x31h 9070 1 o6zo
4fi 511. 2.2k x 3112 11290 1 12d50 13610 15930 2810 4680 4015 8190 9750 7120 5070 780D sm
7 2-ft x31h 15050 16600 18140 21240
411. 1-112 x e'1.9990 11230 12470 14950
63.19 1-'hx A114 8 1-Ys x 31It 14980 18840 18700 22d20 WOO 8520 7850 14910 17750 12280 9230 14200 13490
81h 2-1h x411. 19980 22460 24930 29890
5 1-%x S I5 17220 1 0010 22570
m Ph 1-Ste x S 81-1h x 41/. 23160 25840 28510 33860 8140 135W 11240 23730 28250 21120 14M 22800 19950
10 2-%xS 3DO90 34450 38010 46140
6% 1-X4 x 6514 215W 2440D 27230 32870
Y4 _10 1-dr4 x 6%81-1h xVA 32370 38WO 40840 49310 12020 2000 18010 35070 41750 28700 I s= 2B3B0 2725o
131/4 2.414 x 6Xs a31 do 48810 544SO 65740
6%
Y
1-7A:6% 25390 28720 32050 38710
N 10 2-34x651e 38090 43080 480BO S8070 16630 27720 23805 48510 577SO 40a10 M tT 431
131/4 2-%x 61l4 5078D 57440 64100 T7420
81/4 1-1 x 8`k 38160 41110 46070 55980
1 12N 2-71s x 66fe W30 61870 69100 83970 21820 36360 2N15 63M 75750 S1590 (3) Ir 1 t
161b 2-t x 8114 72310 82290 921,10 111970
f2 1-1'/.x 12 — 76910 87080 97260 117620
t 1m 15 t.14.x 12 8 1-1 x 811. 93505 1D3255 113025 132525 3480D 58140 49000 101745 121125 80740 Pi 17I r I
16 1•1114 x 12 8 2-1 x 0'A 1101 W 119430 128760 147420
i. 31uui sltetigth based on tensile stress area of standard UNC thread.
2. Use lower value of ellhei bo.td ur stern strength for tensile load.
3. 716-11U HAS 33 ut11y availabla through speclal orddr.no lest aala available.
A values obtained from lost duty at min.embedment.