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Home My WebLink AboutX2019-3727 - Calcsif An E OCL cC lA U o U y a M OS � J O O ` In O. (a CO 3 � N O Z !6 O Lo N U In OR n o 11 Fa Y Y C � 0 d M M M M M M M M M N O o I— o ao 0 2 000 O O o 0 0 0 0 o o a E c o 6 0 0 o d o m 0 I LL � w MN 000000-0 .00 N 0 0 0 0 0 0 0 0 0 11 d c. 2 f Y ma cc 0 0 0 0 0 o o a°- o 0 0 0 0 0 0 0 0 o u�a I c o 0 0 0 0 0 0 0- LL c @ U ppN O O O O O O O OO.O � ry N O O O O O O O O O h N G O C) O O O O SJ y w t O O O O O O O O Oo U o o o o 0 o o 0 o o y006cio0o0oo c `m � L C 0 0 0 0 0 0 0 0 O-0 F 0 0 0 0 0 0 0 0 Oo J C C a 2 0 0 0 0 0 0 0 0 0.0 0 p N C L > N m rn ao n c i ° m O t c a L � O N w' N w O N O N m E n >i 0 o a m c o a r II v N y y La I I q N d ci�sa a 0 � c w o .Qm V �?oo 0 00 00 00 n � � L c `o > LL W `o 0 ~ DIVISION I' ct0i BUILDING � � a a �o m o n LL NOV 2 1 t o y r m a v M IFf M.K. `6 0 E 16 z o Z p m W r Q t II w J IIII�I�'Il U Z � li - o I L it � o Ci n Y U E N U) OI w U� � I a �� II 5>1 U) U I Qlj i IIN FI U > fri ' ��OAN co co w y W� u n W F $1 Z 0 F U c 0 o 7 Z c N V1 U J _ Z00 L V 0) O M O m pp Z � Q U m a)E CD O W N. 'o 00 fnM # 2 O (g 7 2 W > N E Z'u. N 00 ?i U Q 3 c 00 m LL LL WN N) J MCO W W W a a R w Ill Ill U N f0 Y x O C O O O O O O O O O Q � H N O O O O O O O O O O 0 J U> Q U 0 £ o£ LL LLJ N o0 o c o 2 Z CON dt E E all00000 000o II n. a L E .22 LO0.�� ca=, 'm rn0000000000" CD?� N c o m000000000o ua \ 0) Z O C U (Op Im li 3 ° �u`oi,o 000 00000l°- y J O p LL Y g r Z s v C Q v (.} L o O o 0 o O o 0 o r U O O O O O O O O O N v O d ld C O O O O O O O O O O a. -i B L '2 LO OR C o 0 0 0 0 0 0 0 o m UU� OR c c o 0 0 0 0 .006 O o a Q c rn ry L^ L O > U! p w rn �a n c r j O O J O t L II II 0 m o a o N L O N O Co m N Y e M LL L N O N O N N X O N S E a w N w ° 0 rnW N L II II O n y II -5 ry y Q O N c m a � n � A L O] C O N a m m n LL W N co L a U E LLB~ O d U v a r a co o J N U o a E a o W O OIL Moil UU �YLL N m Q a)L r O 0 m E o �- LL 'Y O d $ N a I m m m o C L O N Ol N E E m o N E N Z F-=N f/1 = 01 oLa O a W J II — (n m m 3 6 0 N v ¢ CDit ,Ea C _C "O N yC_ it L y y Q •- N th V �n �o r m m 0 CONCRETE fc 2500 psi REBAR DON'T USE REBAR FOR BOLT BREAKOUT IN TENSION USE REBAR TO REMOVE BOLT BREAKOUT IN SHEAR BOLT Bolt Grade A307 BOIL B 0.750 in Ase 0.33 i0^2 Fula 58000 psi EDGE OF CONCRETE (IF CUBE OR__ Dl (001ATMIDDLE OFANCHORBOLT PATTERN Footing Depth = 2 75 ft x coordinate ycoordinate Front Left -8440-18,000 Front Right 8.440-18,000 Back Left -8.440 18000 Back Rlghl 8,440 18 000 EDGE OF CONCRETE (IF AUGERI ENTER O IF FOUNDATION IS NOT AUGURED Diameter 0.000 It ANCHOR BOLT/PLATE DESIGN (ENTER BOLTS FROM INSIDE OUTJ x coordinate y coordinate W bolts 0.1 2,9375 2 0.0 17.3 0.0 00 OD 0.0 Ix 17.258 ly 0.020 17,278 LF Factorad Loads Mx 1,050 ft-k 1.6 1.7 ft-k My 0.000 ft-k 1.6 0.0 ft-k Mz 0.120 ft-k 1.6 0.2 ft-k Vx 0.000 k IS 0 0 k Vy 0,000k 1.6 0.0k Vz 0.280k 1.6 0.4k T 2.14 k Nua 3,431 k R,IO= 9,94 Vua 0.616k V 038k R„/O,.= 10.60 U 6.42 ksi fv D.87 ksi BOLT LAYOUT embedment 16 in hook 0.00 In hook design O.00 In Callen 8.340 in 8.640 in Camp„ 15.063 in Ga.. 20.938 in S, 0.200 in Sz 5 875 in Anc 849.690 Anco 907.516 Anc/Anoo 0.94 SHEARfTENSION INTERACTION NuaM Nu+Vua/OVn<1.2 0.38 OK Nua= 3431.49 Its OR On= 0.7 Vua= 615,941bs 0, 0.75 No= 18312.00 Has Vn= 9298,56 has TENSION ANCHOR STRENGTH Nee 19372.00Ibs EFFECTIVE EMBEDMENT DEPTH her 10.04 in CONCRETE BREAKOUT STRENGTH Ncbg 38706.005 Has PULLOUT STRENGTH Npn 18312.00Ibs CONCRETE SIDE FACE BLOWOUT Nab 59105,54 has SHEA ANCHOR SHEAR Vsa 929656 Ibs BREAKOUT SHEAR Von N/A SEE REBAR SHEET Its PRYOUTSHEAR Vcp 77412.01 Has (use 0.0 kips unless uplift) Vi N (n m C) a? � 7 r E E W o C) C) U) U Q O LL O 0 C ca T 0 ca Nl W 0 C C �>c N > 1 ! v N N Q y n o r o 0 0 0 0 0 0 0 0 Z U> m `"" o 0 0 o o o a coo o N ❑ L O N U m0 E o c 0 oo o 000 000 0. l0 U L O E 2 N 0 0 0 0 0 0 0 0 0 II d m � J O) o o o m U Ln O" d 7 a r E o C $,. � o o c o o x II U fn r 0 (CO 0 3 m N O '� .p c o m o 0 0 o o O o 0 0 o o o o O o o 0 II 11 a m m O) N N O W C II a o o o 0 000 000 2.5 0 o U— K Y o 0 Z ' ly U q 0 0 0 0 0 0 0 0 0 F- N A C n O 0 do o 0 0 0 00 o O N O II p O tt > H 3 Z o r N U0 a) (Q U dj 'Q L 0 0 0 0 0 0 0 0 0 0 U O O o 0 0 0 0 0 0 0 �^ W II U V C.)N N N �,. 0 do 0 0 66 666 U N 0 m II II a❑❑ D r a n v r> O o o 0 o o o o 0 o o 0 0 0 0 o o a o 0 o M � 2 000000000o 1 ��G\NEER b U O 000000o 000 V "O O J N C O Q O M °a a WCO a r m J W O W U 4 11 II o m v c a 2 CL WJ)uGd N L O oxLL °L i " IJ3b m.. o z W 03 (0 a c Z C W y o a 0 @ I d5 N L 6 Z C ci S.ad � 7 p N N i O c' ' 000 oo 000o ,«0aa 0 y m o' Z Q C W '0 'N U N N t.. U o r, aLLwm m� HUF- WMMW o� Sao o E �� CM r- m� Q U m 0= N N mLn NON 0 z w � °') `- 0 wli� ZJc.i pZ OC NO U �W N �« L N O V N C S m 3 p 0 0 II m d o o o" .N W D E O O N O' H= C? J O N Cl) (q W W = N Z`o 1 m`v5 c W u m v m LL 0)a a C> �_ " n a u 9�N�ormrno o U� LU U O S #d=�l�ali .tea ci J W W d (A W N t0 N N N N N N N N N N O O O O O O O O O p � F N T Y j N 3 lV N N N N N N N lV nj 2 IL n 'S w xx�« 0 J Q d m o v v o 0 0 0 0 0 0 0 0 O O O O O OU U i O Ip @ 2 0 0 0 O O 66 U D' m ° LL W C d p E O C 0.0 Z N m Co O O u E E E 0 0 0 O O O O O O a N 0 0 00 0 0 0 0 0 II a O J 01 LO p rn O m Q'd E c m ng O (D 3 = N =,Lv_ aN c 50a 0000000 o 0 0 0 0 0 0 0 0 �.lo F O O p ; o o s 0 a 0 0 o 0 0 0 0 0 O o Q o Z ,' O U C II LL g 3 u COO�moo000 00 w O p 1°L>ar >J O .2- w m '0 a o 0 0 0 0 0 0 0 0 0 O d d C O O O O O O O O 00 d J 0 F0000a0000 M LO M W o 0 0 0 0 0 0 0 0 U a c a Q c m rn o n c O t d m II II Q v c v o w _ (n IL O N O 2' W NOoa W d ° c_ 0 II II Iy E Ip 10 W d!1 c �(j�o0000 01 0000 n N L m C O N Yl ry N E LL U O m uJ O co � a o o0il U U J t LL O a O L_ N O LL L S d vo o 1°SN C v ° E m 0 i O .N N o N E N = 3 Q J II (n g 3 m y O > C n ° agvm �Q�Nmav�O rMm� OC �i¢ N� U O 25i%ali CONCRETE Pc 2500 psi RESAR DON'T USE REBAR FOR BOLT BREAKOUT IN TENSION DON'T USE REBAR FOR BOLT BREAKOUT IN SHEAR BOLT Bolt Grade A307 3o110 0.7501n Ase 0.33 in-2 Fuca 58000 psi EDGE OFANCHOR BOLT PATTERN Footing Depth = DOD ft x coordinate ycoordinate Front Left-13.160-24.000 Front Right 13.160 -24000 Back Lett-13.160 24000 Back Right 13.160 24.000 EDGE OF CONCRETE (IF AUGERI ENTER O IF FOUNDATION IS NOT AUGURED Diameter 0,000 It ANCHOR BOLTIP TETE DESIGN BOLTS FROM INSIDE OUTI x coordinate y coordinate #bolts CA 5.9062 2 0.0 69.8 0.0 D0 o.D DO Ix 69.766 ly 0,020 1 69.786 LF Factored Loads Mx 2,370 ft-k 1.6 3.8 ft�k My 0. DOC ft-k IS 0.0 ft-k M¢ 0.170 ft-k 16 D3ft-k Vx 0.000 k 1.6 DO k Vy 0,000 k 1.6 0.0 k Vz 0,420 k 1.6 0.7 k T 2.41 k Nua 3,852 k Rn10= 9.94 Vua 0612k V 0.38 it R„IfL 1060 ft 7.21 ksi f, 0.87 ksi BOLT LAYOUT embedment 16 in hook 0.00 in hook design 0.00 in C-,;,n 13.060 in Ca,,;a,, 13.260 in Camom 18.094 in Comm. 24.000 in S, 0.200 in Sr 11.812 in Arc 1504S82 Anco 1309.542 Anc/An. 1.15 SHEARRENSION INTERACTION NuaMNu+VualOVn<1.2 0.39 OK Nua= 3852,221bs OK On= 0.7 W. 612.28 Its ov= 0.75 Nn= 18312,001bs Vn= 9298.56 lbs TENSION ANCHOR STRENGTH Nsa 19372CO the EFFECTIVE EMBEDMENT DEPTH hef 12,06 in CONCRETE BREAKOUT STRENGTH Ncbg 57596.9721bs PULLOUTSTRENGTH Npn 18312.00 lbs CONCRETE S1DE FACE BLOWOUT Nsb 92557.72 One SHEAR ANCHORSHEAR Vsa 9296.56 lbs BREAKOUTSHEAR Vcb 43578.42091bs PRYOUT SHEAR Vcp 115193.94 hos (use 0D kips unless uplift) WA °§§ CL o E CD /) 22:22:22225 a AM 00);:;5;:::;;!§ k )7§ �_,,,�� ƒ/\/ /2; {{ k!!\ _,=,===2!!2 \\\\\�0_co0___0, {e, ! )(!! ,o0 /222gg22e:; E )'!!|: ! 2 <G+eo> /6666666666 \�} � !!E ! �)} w AD 11 E: {)!� ƒ; \)�: ® § ! zj a-0 e§ $)i�! ` §Q)11�0 ) � � N to O _ _ _ _ _ C C F N W 'X to @ ry t@p 0 N O O O O O O o J U> 0 0 0 0 O L 0 w @� m ° U u $ d C 0 to W a)9 CON O p O E E M O o o a o 0 0 N o 0 0 0 0 0 0 0 o II a Z O o C J rn = �'d ° a E a` n� O to 3 N 3 a c D o o p o o p o 0 0 0 0 9 @ O p o o p o 0 0 0 0 �- ca o a o 0 0 0 0 0 0 0 0 0 0 C Z 3 d a N LL @ 9 II @ II OIN O O O O O O O o O O C @ O 0 0 0 0 0 0 0 o O r p .. on;o �n0o00o0000 @ O CO a Z x V t o 0 o p o 0 0 0 o r .o �0000000000 O O N c n O o 0 o o 0 0 0 0 0 Fo00000o00M LO IDC c o 0 0 0 0 0 0 o O m U "' °D C C OOOOOOOOO Cj C 7 a 2 C pl 2 O > N t m O O L II II v c `m o a p m � 0 L 0 2 CI @ @ `o @ `O n m a)d w Co� t S E N O g O C LLl ° o no 3 �n rn y c II U U t t A ao. @O = 0 0 0 0 0 0 0 0 m@ t Co c `o N a m W N o m L @ nr U E LL ~ C U y r = O. (,j 0 N II UJa t` E r r a o p II f V U v O J N LL m 6 N ci Q U @ r t r v o L lL t @ O v 7j N v @ @ O_ E �`o alo-Zvoi W .N N ry a)"o5a N mre r O. Z w rn D N QO J II W !d 3 u N 2 MI a)y C It w. 4 L L_ N th V N [o r of Of O% jj Q= Q LL N 7 U O `l ILL LL CONCRETE to 2500 psi REBAR DON'T USE REBAR FOR BOLT BREAKOUT IN TENSION USE REBAR TO REMOVE BOLT BREAKOUT IN SHEAR BOLT Boll Grade A3D7 Bolt 0.75D in As. 0.33 in-2 Fula 58000 psi EDGE OF CONCRETE (IF CUBE OR SPREAD, 1001 AT MIDOLE OF ANCHOR BOLT PATTERN Footing Depth = 2.75 ft x coordinate ycoordinate Front Left -8.440 -18,000 Front Right 8.440-18.000 Back Left � 440 18.000 Back Right 8,440 16,000 EDGE OF CONCRETE (IF AUGERI - ENTER 0 IF FOUNDATION IS NOT AUGURED Diameter 0000ft ANCHOR BOLT/PLATE DESIGN (ENTER BOLTS FROM INSIDE OUT( x coordinate y coordinate # bolts 0A 2.9375 2 0.0 173 0.0 CO 0.0 0.0 Ix 17.258 ly 0020 1 17.278 LF Factored Loads Mx 1.050 ft-k 1 6 1.7 ft-k My 0D00 ft-k 1.6 0.0 ft-k M. 0.120 ft-k 1.6 0,2 ft-k Vx 0.000 k IS 0.0 it Vy 0 000 k IS 0.0 k V. 0280k 1.6 0.4k T 2.14 k Nua 3A31 k R,/O= 9.94 Vua 0.616k V 0.38 k 10.60 ft 6.42 ksi fv 0.87 ksi BOLTLAVOUT embedment 16 in hook 0.00 in hook design 0.00 in Ca,., 8.340 in Car',. 8.540 in Ca.-t 15.053 in Ca2t��K 20.938 in S, 0.200 in S2 5.875 In An. 849,690 Am. 907,516 Anc/Anco 094 SHEARRENSION INTERACTION NualONu + VualoVn<1.2 0.360K Nua= 343149 lbs OK On= 0.7 Vua= 615.94 lbs ov= 0.75 Nn= 1831200 lbs Vn = 9298.66 We TENSION ANCHOR STRENGTH Nsa 19372.00 the EFFECTIVE EMBEDMENT DEPTH hef 10.04 in CONCRETE BREAKOUT STRENGTH Ncbg 387060051bs PULLOUT STRENGTH Npn 18312,00 Ibs CONCRETE SIDE FACE BLOWOUT Nab 59106.54 Its SHEAR ANCHOR SHEAR Va. 9298.56 Ibs BREAKOUTSHEAR Vcb N/A SEE REBAR SHEET Its PRVOUT SHEAR VCP 77412,011bs (use 0.0 kips unless uplift) 2 CL 2 , -,,,, , \ )\ ] �_0,,,_ ® 02E �k0m __6____ Of{\) : Ce SE - ƒ - f r, � , ; w /) /{ It ma 7[;;, 0 `{) ' a )ea 0m 0 -�,�_��0 § , $)/� !, : )#&) — /:§060600S2 ¥ (Q /m!! „ i\3A ! / <#ead! /;:::5;2::; of/ $:::;:;:::: ¥{ |Eo [}\ 3ca !)\\ ) ;!§, FI) � .5.5 (D M M : §\ { g � ©Ln = E �\ �� \� C5 /» t;«: ®, Ecc ®` f \\ �/\ $: /} \>§ \}\}\\`,~° '�t \#O O[ 3I(= k2 ƒ)\% \x /\ /� Ja£§ Sk )§ }} �\°C( ) @ N 10 N o � � h (D ry@ N O O O O O O O O O O Q 6 •1 O L f0 O U> Na a o d o 0 0 0 0 0 0 0 0 O L U a i LU N c @ " o`o o Z c E vtO0000000bo N O O O O O O O O O a II O .0 J N ° rn o c n O F- m 3 m N O = o= 3 5 5 o 00 o 0 0 0 0 0 o @ 0 0 0 0 0 0 0 0 0 0 ° a m c g aoococoocccli c U C II II @ p II pI h 0 0 0 0 0 0 0 0 0 @ IO O O O O O O O O O C 1- @ I •• o a c « r o 0 0 o d o o c c m Z Y (J N (Q U 'Q dj t O O O O O O O O O h. U O 0. 0.0. O N is O O O O 60 G O 66 0 a�oo � t 2 0 0 0 0 0 0 0 0 0 �od0000000,; —0a o o o 0 o o 0 0 m U LO co � �occ00000a� � Ci c 0 0 c rn O > N fT f0 d @ @ J O L 16 @ o N Y a L 00 _ 1 `o `o . X d N @ u« E W�� 'w° o C n n O1 N 7 r o a 11 N 11 y � N N dN � @ m m N U OL E LLB~ ❑. U m o r ci�a W O N N to $ U Q O o a L LL v $>�O N N > C y O O N @ Q J NHS U O QS'S iidli i— o� o c co c c � u cc cc co occ c c oo cc, ccc CONCRETE fc 2500 psi REBAR DONT USE REBAR FOR BOLT BREAKOUT IN TENSION USE REBAR TO REMOVE BOLT BREAKOUT IN SHEAR BOLT BOIL Grade A307 Bait O.750 in Ass 033 in^2 Futa 58000 psi EDGE OF CONCRETE (IF CUBE OR SPREAD) - (0.01 AT MIDDLE OF ANCHOR BOLT PATTERN Footing Depth = 2.75 it xcoordTnate ycoominate Front Left -8,440-18.000 Front Right 8.440-18.000 Back Leff -8.440 18.000 Back Right 8.440 18.000 EDGE OF CONCRETE (IF AUGER) - ENTER 0IF FOUNDATION IS NOT AUGURED Diameter 0000ft ANCHOR BOLTIPLATE DESIGN (ENTER BOLTS FROM INSIDE OUT1 x coordinate y coordinate #bolts 0.1 2.9375 2 0.0 17.3 o.0 0.0 0.0 0.0 Ix 1/.258 iy 0.020 .1 17.278 LF Mx 1.050 ft-k 1.6 My 0.000 ft-k 1.6 M. 0.120 ft-k 1.6 Vx 0.000 k 1.6 Vy 0.000 k 1.6 Va 0,280 k 1.6 T 2.14 k Nua R„/O= 9.94 Vua V 0.38k R�10, 10.60 ft 6.42 ksl N O.e] ksi SOLTLAYOUT embedment 16 in hook 0.00 in hook design 0.00 in Ca,y4 8.3 I) in Ca,�, 8540 In Cae. 15.063 in Cazmd 20.938 in S, 0.200 in Sz 5.H75 in. Ann 849.690 Anco 907.516 Ane/Anco 0.94 SHEARFIENSION INTERACTION Nuah1 Nu-VuaIOVn<12 0.36 OK Nua= 3431.49 lbs On= 0,7 Vua= 615.94]be ev= O.TS Nn= 1831200 ]be Vn= 9298.56 lbs TENSION ANCHOR STRENGTH Nse 19372.00 the EFFECTIVE EMBEDMENT DEPTH het 10.04 in CONCRETE BREAKOUT STRENGTH Ncbg 38706,0051bs PULLOUT STRENGTH Npn 1831200 Ibe CONCRETE SIDE FACE BLOWOUT Nsb 59106,54 Ise SHEAR ANCHOR SHEAR Vsa 929856 Ibs BREAKOUT SHEAR Vcb N/A SEE REBAR SHEET the PRYOUTSHEAR Vcp 77412.01 its Factored Loads 17 ft-k 0.0 ft-k 0.2 ft-k 0.0 k 0.0 k 0.4 k 3.431 k 0.616 k OK (use 0.0 kips unless uplift) ocr occ ccr c 0 o-- c ..c ccc c c ccc occ ccc