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Plans j w o o z or o- -61/z71,,7 9 .53// STRUCTURAL CALCULATIONS for Prizm Architects International LTD., Inc. Ladies Footlocker Storefront: Portland, OR Select Framing Design r bA !(/ 12327 // -, - 0 ECC,. S F 23, \C: ` F44N BR \GA EXPIRES DEC. 31, 2001 1 May 25, 2000 by BRIGGS ENGINEERING, INC. 1800 W. Overland Road Boise, Idaho 83705 (208) 344 -9700 Page 1 of$ 0587 -48 -2 LATERAL LOAD sr cizoT Ir Nsr- sasM%G WAlE 3 F _ a _ k it ; 13 h`I U6C. (r.:4232-2 P - n ap= 1.0 rP 1 Yhr t 1.0 C _►0 ( 1 . 0 ) (3(0 )(1.o) (1 WP = 1,44UUp (l.o) UOIa T CASE LAVAL LOAD; klE► &►aT OF (AWN = (2.1(2.1v1 FT + ?FT (3.1 r3 F (• 51(2. V7 f 3 + 4 PSF (3 FT ) = SO LE /FT LIEIC l-T of C = 10 FT (-i PS F, = 70 Xi" 1�E1C..11T or =ICr;J = i4 ) = /r) Li 14E1,411 of STtfi FCcr!1T •:ai /a5; = lOr-T r5F = I rig LC /Fr LATF,:FAL. WAD `>ti CO LUMN (NUILAND PR¢ALLEI -TD IVIZE.1:-T=014T y = ( %75 (5(A + 5 (79) + 70/2 + 'Z. 75 (150)/2)(1.44 \ = 1513 ANcNor? Pe : ►1�lrl' wary. ear TI %'cl) u /2'h" Emgebt .tT a 2500 F51 A S (BOLT SPAC1IJ6 T = 1010 XS �, = 33A It (113151014) V = 1330 ui;5 4 (5110 a ASSUINI l& (4 Eats , THE SHEAZ RJJD TENSION LDADS 1D EACN BOLT e THE qusTiN• all-141EAD : = 151V4 = 380 INTEP-AC.TIOIJ = 7 300/1010 + 3$0 1330 = . W 4 1.0 :. otiAY US (41 3 /S 11 4) HILT► 141111- aL 1 I[ PE CCLUMN e 70P i BOTTDM ELATES N , _,`SPSUM DIA1' A6 S IEATI111.1G SNLAGnFANSFL - WU:A —VD (- WJMI.I UNE U : c0 (1. = 72 LC /iT USE lie G`IPSU• U/t LIAU. SQz4J @ 7 11 06. ALonv, EDUES AKIO tlfW cm,,YI eouu1 1E Project LADIES FCOTLOCICE . STOP_EFPOAE Job No. 05 6. - 1 Sheet • PPVN1 ACCI- 111ECr5 By n Date 5(6,/00 Ok'd Date BRIGGS ENGINEERING, INC. • 1800 W. Overland Road • Boise, Idaho 83705 2 VJZflCAL LORDS BEAM DESI(1,4: Ts 31/ 3 3 /l6" A= 2.39 it4 ST: 2.45 IN 3 = . A.29 1N 1.,4= 8 2 25 (6• Z)Z _ 3 C2 I -. WC = 4704 1,4 LES Fb = . to6, psi) 3o.3u" Pb = 4104 /2.4r) = 1.92 L� 30.?G 01 441 rN BEND/N1 0+E4c DEFLWcnaXl 54)1 5(25 .2) (112:} = 0? rN me) autY ?RAE.% 384 (2.9t"1)(4.29) LSE Ts 3'12" K 311z% VA." SEAMS loLUiUNS ►=0k MAIN SUFPOPT S1srEM WELD n(=a411 '. SEAM TD-(ouim I trews , 1 /6 FILL .T PEE INCH L<l, _ ,701(,12 = sri 1. sTt1D --ry • 'EFAM rACr_ uELDS w = .2s (1m)(.:625)0o)(. s) = Z32 tzs 04 e aLL LoornoNS Project Job No. Sheet By Date Ok'd Date BRIGGS ENGINEERING, INC. • 1800 W. Overland Road • Boise, Idaho 83705 1 • 13 c3. a0 a 0 CO 6 ' F L� � 4 t XI B s- ikr !n� a kr Fr1 � T53.5+c3.5x 3 /III tiy m Ts3.5x.<,A3/Ibr 411 °/ A gcillita___ -- ------ v- - - - - -! -1'�- TS 3.5x3,5X Z / TIP, ; i I N--. , / , 3 /11r" TIP. Z v� 7, ; ' a/I 1 f. M ,\ I I I 1_ ' M . MI o - _ _ _ L---- -� - - -- - -- _ -- - - - -_ -- -- _ t T5 3.543.x 3 /fr. ). } Z Z J, } M y �,. • L �tr 03 00 o „ s 1. © } sM; o PION VIEkl i i I li 3 n ¢ I II 2 T5?.5X3.S t �II. 4, - Iv O W 0 3 /iV D �- Z _ _ -78 1 4' 10" -1, IO" R. Id/ a —{ ` _ I 3 — (A) ' I4ILTI • TS 3.S6.5 x I11, IV Wdl� Ear II 2 /2 CO T53.51 /Ib" �; S pngEpMEtJT 1 �� 1 1 m 3 /IV" a U►JE OF ' I 3//`„ V CiY . 0 SULKNEAD I 1 w O tNPI - - CA) ° ° 3 _ 1 ; - - - - - - - - a' m CD m MOTE: I 0 STEEL STUDS AND IIALL- 1 - f53.5x3.5 X 3 /Ir. c e0/42D Are NOT 5140UKI -.1- HORA, BEAMS FOE (!Alan 0 Q euw-4. D / 3 2092 CrEa. STUD I I TS 3.5 x 35 X ' WOAD A I WF� • 1 V 1 4 1. € Z4oc . /8 T53.5x3.5 % II------ -- - - - - -I� 'J% "GYPSUM IJALLOWD U/ DP UAL SCFF-WS E 1" 0.c ALONG ED&S ANb DIAL I GM BODUDAWS (reel 4 0 rip. SECTION "'T - A"r T53.5K3.5 3 llr 1j TIP, y �� I I I I I I 3 n ZO9a JOKTS 1 "TAGS taw) € E4CN C° III D.L mete I I SIDE of JOIST I I (N1 C AU. LOCATIONS u - 5 kg " 6Y�l1M U/ DL1U41,L JZ 2O63 tontT a sC E,1945 C'. 1 0. C. TO el0041IJIa W� (Z\ 1 -ma BLO(11146 Wks TO TS Pf5. BUYI4- 4 Project LADIES FOOTIDCIGE(z ScbEE BONY Job No. 0561 Sheet P 94 AECHITa S By TJ Date 5M100 Ok'd Date BRIGGS ENGINEERING, INC. • 1800 W. Overland Road • Boise, Idaho 83705 ti iiii 1124 "I I + -- 1 ' h " --43- 3 1110 11 V ° , i'l LI %'' <10' to" / + — ' I V' u/ (4 5 /EP 'Him' volac gaT5 w/ 2'h 4550M rr 0 191% RAZ Project LADIES FDOTLOCICEZ S Z E OMr Job No. O 81 Sheet KIVA WAITS By Ti Date SiVo / Ok'd Date BRIGGS ENGINEERING, INC. • 1800 W. Overland Road • Boise, Idaho 83705 . j Kwik Bolt II AISI 304 and 316 Stainless Steel Ultimate Tensile and Shear Loads (lbs)* Anchor Embedment fe = 2000 psi 4 = 3000 psi 4 = 4000 psi 4 = 6000 psi Dia. (In) Depth (In) Tensile Shear Tensile Shear Tensile Shear Tensile Shear 1'/e 1200 2100 1250 2150 1300 2200 1400 2200 1/4 2 1750 2200 2070 2200 2070 2200 2070 2200 3 2070 2200 2070 2200 2070 2200 2070 2200 1 1600 3300 1825 3800 2050 4300 2500 4600 3 /0 21/2 3500 5000 4100 5000 4700 5000 5400 5000 41/4 4000 5000 5000 5000 5400 5000 5400 5000 21/4 3200 6800 4000 6950 4800 7100 5000 8340 '/2 3 5000 8340 6500 8340 8000 8340 9000 8340 6 5500 8340 7050 8340 8600 8340 10200 8340 2 4700 10500 6000 11500 6800 12500 7200 12500 We 4 7000 12500 9000 12500 11000 12500 12000 12500 7 9000 12500 11300 12500 13700 12500 13700 12500 3 5800 10800 7300 12400 8800 14000 9800 18000 3 / 4 4 9400 16900 12200 17450 14500 18000 17500 18000 8 11000 18000 14500 18000 17000 18000 19200 18000 41/2 11700 22800 14500 25400 17300 28000 18000 28000 1 6 16500 28000 24000 28000 27000 28000 27500 28000 9 21000 28000 30000 28000 35200 28000 35200 28000 'Does not apply to Post Nut Kwik Bolt II Stainless Steel Kwik Bolt II Allowable Working Loads (lbs)* Dia- Embedment f c = 2000 psi IL = 3000 psi 4 = 4000 psi % = 6000 psi meter Tension Shear Tension Shear Tension Shear Tension Shear 1 320 560 330 570 350 590 370 590 ,- '/ 2 470 590 550 590 550 590 550 590 3 _ 550 590 _ 550 _ 590 _ 550 590 550 _ 590 1 430 880 490 1010 550 1150 670 1230 ," 3 /e" 21/2 930 1330 1090 1330 1250 1330 1440 1330 4 1070 1330 1330 1330 1440 1330 1440 1330 2'/4 850 1810 1070 1850 1280 1890 1330 2220 ' /2" 3 1330 2220 1730 2220 2130 2220 2400 2220 6 1470 2220 1880 2220 2290 2220 2720 2220 2 1250 2800 1600 3070 1810 3330 1920 3330 6 /e" 4 1870 3330 2400 3330 2930 3330 3200 3330 7 2400 3330 3010 3330 3650 3330 3650 3330 31/4 1550 2880 1950 3310 2350 3730 2610 4800 3 /4" 4 2510 4510 3250 4650 3870 4800 4670 4800 8 2930 4800 3870 4800 4530 4800 5120 4800 4 3120 6080 3870 6770 4610 7470 4800 7470 1 " 6 4400 7470 6400 7470 7200 7470 7330 7470 9 5600 7470 8000 7470 9390 7470 9390 7470 'Does not apply to Post Nut Kwik Bolt II Suggested Specifications Expansion Anchors — Expansion anchors shall be stud type with a single piece three section wedge and zinc plated in accordance with ASTM B633. The anchors must meet the description in Federal Specification FF -S -325, Group II, Type 4, Class I for concrete expansion anchors. Anchors shall be Hilti Kwik Bolt II as supplied by Hilti Fastening Sys- tems, P.O. Box 21148, Tulsa, OK 74121. Installation — Anchors to be installed in holes drilled with Hilti carbide tipped drill bits. Anchors shall be installed per manufacturer's recommendations. Listings Underwriters Laboratory No. 203 "Pipe Hangers" ( "- diameters). _ International Conference of Building Officials: ICBO Evaluation Report No. 4627 4 Southern Building Code Congress (SBCCI): SBCCI Report No. 8913 Approvals City of Los Angeles (COLA): Research Report No. 24946 Conforms to Federal Specification FF-S -325, Group II, Type 4, Class 1. . Factory Mutual (FM) KB II 3 /e" x 2'/4" w /Rod Coupler 47 7 3 r /I Specification Table M DC P `' P`' C \. TL , Pl • o- M �z"' � • = �.�•T y. Y 4 ' �; F - _ rte / \ ma y/ I. + .. Y A•.,' � f ` __Y.•Y ..., -`. -yam q \ / � r ry t +T .� : Y Y . .._ S fT w f ., mil+^ �♦ + tom � 1` / . YT F .4.,f 8i �r I fr l .,. � ".: tt _a.. `41 3 • its . *-- y q "' .� v� + >• �(J / m � .y/ ti ��'•, y Via= ....:.;"`•�%:. j , f d . �}.�.. L' i �}'� . . is r l +d'y` +11•'r 3`h-r.. �' f��" ~� etrt. l t' i j' •, yti 'r a XYa— '' n � �:Z{ : `: `: p .. rr � ...t r,N°`:L1. .-. 41 -7.%. %4:4i`Yh •srM:; b; . '7 , i Anchor size _ Setting Details HKB HKB HKB HKB HKB HKB 1 /4" 3 //" 1 /2" 5 /5" 3 14" 1" BD = D drill bit size = anchor diameter 1 /4" 45" 1 /2" 5 /8" 3 14" 1" E depth of embedment (minimum /standard) 1 /e" /2" 1 2 "13 2 " /4" 3 " /4 41/2"16" HD hole depth (E + 1 • D) min. /std. 1 2 2 3 4 5 • /2 / 2 / 4 /4 / 5 / 7 DC wedge clearance hole in plate 5 /16" 7 /16" 3 116" 11 /16" 13 118" 1 o L 1 21/4" 2 3 4 6" anchor length min. /max. 4 7" 7" 10" 12" 12" TL thread length std. /extra thread length 3 /4" 7 /8 "/1 1 1 /4" 1 1 /2" 1 2 3" 4" 4" 3 "/4 3 4 M Installation Stainless min. E 4 20 40 85 150 235 torque (ft. lb.) Steel std. E 7 30 75 110 200 450 guide valves Carbon min.E 4 20 40 85 150 250 Steel std.E 7 _ 25 _ 65 _ 110 _ 235 450 BMT Min. Base Material Thickness (inches) 3" or 1.3 E whichever number is greater DIAMETER (In.) 1/4 3 /13 1/ 5 18 3 /4 1 EMBEDMENT (In.) minimum/standard 1 2 1 2 2 3 2 4 3 43/4 4 6 AS Spacing Required to Obtain 21/ 4 3 5 4 7 5 8 6 9 9 12 Maximum Working Load ASmin Minimum Allowable Spacing Between 1 2 1 2 2 3 2 4 3 4 4 6 Anchors (in.) Refer to Note #1. ED Edge Distance Required To Obtain Shear 3 3 4 4 6 6 8 81/4 9 9 13 Maximum Working Load (in.) Tension 1 3 2 3 3 5 4 6 4n8 7 6 9 EDmin Minimum Allowable Edge Distance Shear 1314 1 21/2 21/2 3 3 41/2 4 4 4 644 6 (in.) Refer to Note #2 & 3 Tension 1 2 15/6 2 2 3 23/4 4 3 4314 4 6 NOTE: 1. When using AS reduce the working load by 30 %. 2. When using EDmin and the load Is a shear load, reduce the working load by 50 %. 3. When using EDmin and the load Is a tensile load, reduce the working load by 20 %. 4. For AS and ED of anchors with actual embedments between the listed embedments, use linear interpolation. 10 5. For AS and ED of anchors with embedments greater than the deepest embedment listed, use value for deepest embedment listed. The Kwik Bolt II Anchor Spacings and Edge Distances are calculated using the following information: Anchor Spacing Edge Distance Edge Distance Shear Load Only Tensile Load Only AS ASmin fAS ED EDmin fED ED EDmin fED Kwik Bolt II 2.0E _ 1.0E 0.70 3.0Emin 1.5Emin 0.50 1.5E 1.0E 0.80 45 '