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HomeMy WebLinkAboutStructural Design CalculationsSTRUCTURAL DESIGN CALCULATIONS FOR MAUSOLEUM ADDITION AT HILLCREST MEMORIAL GARDENS ST LUCIE COUNTY, FLORIDA FOR SERVICE CORPORATION INTERNATIONAL 1929 ALLEN PARKWAY HOUSTON, TEXAS 77019 APRIL 1996 l 5500 NORTH SANTA FE, P.O. BOX 54828 OKLAHOMA CITY, OKLAHOMA 73154 r r!3 Ek BY CKDPU-� DATE y�y MAYO- BOX54828.OKLAHOMACITY,OKLAHOMA 73154 ITEM_ SHT I OF Z� 12, }� r,-x po`�..?' D�YD TW T Llv� Gip-coJ -AD , h Lr�� _ IV a cornforth J 0 B 1-N �-L �,T�� !N 0. associates BY%P- CK❑ DATE Ci�U BOX 54828.OKLAHOMA CITY, OKLAHOMA 73154 ITEM L � SHT ;� OF �a L-AT_ - Lu-,�7>1 N15� Ac----Y,'Fa Do �x P, c 1, olt� CWIMD) . = 291 -1 �D aoDF h=_ C. CP�' x} �' "�`�' GS � JOB +-AEU--G�.� �IW • N0. �'� • 2L1-i Sacci etas BY CKD -DATE BOX 54828.OKLAHOMA CITY, OKLAHOMA 73154 ITEM_LOsO---�' SHT �% .OF 2 Z)9 lbujo PQJ 011,55 12 = 12,g4, lit : �t�' '✓r �' C% , TY2 A 4 �-,44tAe CE=--" 1�3t-A) co i �. ` ❑ 1 a J � Y O } U a o a J • Y O co Rl CO V i LO X O m +l loe 9 L co rnf orthJOB �l .�1 'G� MAU , NO. -S- 7 associates BY CKDDATE 516 �-W BOX 54B28.OKLAHOMA CITY, OKLAHOMA 73154 ITEM SHT�OF A. ----'F h�►= Iv.25� Up UJ4c � � 4��Ucu ('tom vc cornCAG- oti, rnf art JOB Wi NO. BY CKD DATE fb Nib - BOX 54828.OKLAHOMACITY, OKLAHOMA 73154 ITEM - LWhc-, SHT 11 OF 2� 'may t c�e ►,mooV'tZ���S� = O.2o i # A-C r2_1' 0, 4- L-_ cornforth JOB 4ILLD4555—_.; ("".V J N0. Q associates BY CKD DATE BOX 54828.OKLAHOMA CITY, OKLAHOMA 73154 ITEM SHT f�7 OF 2� r5. C -rvr ALL ild hp-. C D A, 4 (5�;T (4U 9��) CA = Pi2 '=. 02 " F__l'. CF-Ypr . (::?-d Ix aJE # '72a0CO2.pore ©� a- � . north JOB i lU ✓F' °:%.;.H associ BY _CKDP:(�:L DATE BOX 5482B -OKLAHOMA CITY, OKLAHOMA 73154 ITEM U)'-L. -� SHTp.OF 2� �r' a 0 c t-,lh, JOB �I� �T�f�i � NO.3r 24 associates BY ��v CKID tom DATE T& BOX 54828.OKLAHOMA CITY, OKLAHOMA 73154 �'"'s''`2e ITEM SHT 1 i OF 2� 0 NO odeiiiiiiii, , L (,Ao4cc> . /Do ("-(D, W -- M.�L=W11C)= M05 "I'll 12, UJ z_ i w -+ nl �,x�,- Uv1,4x W1.4 N0. i associates BY C K D DATE<2 D BOX 54828.OKLAHOMA CITY, OKLAHOMA 73154 ITEMSHT.�OF L = 3` p''�►T . aAF-;�, . 07- o r7c5) � r ui c4l IX 2- q.a ��� ��, I ,5 IL (19 .s 1 a ,a s BY CKD_ DATE BOX 54B28-OKLAHOMACITY OKLAHOMA 73154 ITEM y �� • SHT�OF 4, �-°>-4 u JrJ-, Ujo zom o& 4 ipt .4 -'Off iKffllRam , U=W �= � = 21 t���i 0.� . �� - 12o-544 o r fr JOB E"` n (Ak l NO. associatesBYCKDDATE BOX 54828.OKLAHOMA CITY, OKLAHOMA 73154 ITEM % � SHT14OF 2� Tel% co Faj�ToQ ED At--,;, _ , 0 0 1 -7 �-q cam) - D. 2 cal 4L(3, n� �>v , B5(7) - 2 +l, 5 -7 Ck) / t5n �- rn f ort JOB Diu i�'i}=) NO. as a a i a CC, a s BY CKD `'�� DATE `t BOX 54828.OKLAHOMACITY, OKLAHOMA 73154 ITEM ���� SHT 1 J OF MA SCAN = 1-00 gal 0ju =202 C4+luil- LN I�a77�����= Vc, wt #::;5 spp�� t&'i clrr�f v. � c 4 U�'54 �� 27. �f c>uL � I . o� �►�=Mh v U-= 1.10L4 �� ►-�5 (2�>�izooa� o8� /� ,� associates BY w CKD_ DATE 6l BOX 54828.OKLAHOMA CITY, OKLAHOMA 73154 ITEM SHT ZS OF'2� - GL4 N=�,x y 24 �n *- - Cc ?, �7 ) = I40,_107 IV\-t�— D Nc E.. Tu = 76 — ($Tclo r C -N (OA-Vo Z In r " ` h JOB WUC-Il?-*`---7 NA'1 J N0. 15 Is0c0 a fzaS3 BY CKD DATE q60 M�a% BOX 54828.OKLAHOMACITY, OKLAHOMA 73154 ITEM. L= SHT_l:l�OF t0';:2' Apt 5 �)-z , - �' Fl Ncl VLJ vVS= —`c _ -7;--,µme ,g7l4-K_ QCp G �.rtVif,ll . CCU t�� �� 1�.� �-..• {-�,-_ �- � ', c��� D D C.X. '� -�. . c� c7ta 0 tom, cornfort associates BY CKD DATE -6 -2' BOX 54828.OKLAHOMA CITY, OKLAHOMA 73154 ITEM-% SHT OF associates BY Lr CKD [DATE BOX 54828.OKLAHOMA CITY, OKLAHOMA 73154 ITEM / SHT 7 P- f�-''J VC =� 12, - 2�1, I �X y = ►�,5� C2C� �#- 82C2� = cl4 q8 ,"5 C> C4) u ���€ , �✓ scot I ,cj i n- � = 221,103, -`b = Imo, SYNC. TO P-M To --t- r., X�` To _ 4 = V-� Cu j � 21-T'E5 L�(")A ct associates BYli�if' C K D DATE f64F iviAfL BOX 54828.OKLAHOMA CITY, OKLAHOMA 73154 ITEM G��%'� �' / SHT :7-AD OF . q49 6. 5 - Tr, �. cl 02 1 4'01 I AV AiR-{=�.p� _. �'Il, �- . +w. & e— twit CA C ►Tv:�;)S(o - .emsIT v ILL V�_ -eye= � —, OZ cs► ` � .'� I i ►'l . �-n-� � 3 ST(R-R c);� �o �r tc� � JOB `-�-cX '1"�.7� C�i�'?c�1 ND. �� 2 —T of BY —CKD � DATE BOX 5482B • OKLAHOMA CITY, OKLAHOMA 73154 ITEM SHT 2 OF 6ALc ) V�Tc* Got�.C�t TC.� t7i 1.1r ., TaP-�__J Q� 160 40,, L = L.11�,,�z JOB I�K�LI--t"F✓T��//// N0.` �' L`� BY �_CKD�DATE/j��C? BOX 54828.OKLAHOMACITY, OKLAHOMA 73154 ITEM r `'�'��h�SHT-G� OF 5T] 4:T Pzzq� v' Cs j 7,7 kpt:t-- TOT'. (_C g j lad I� TN2'3x'�)1_01XN!call C'�a �- vi e . - 64 55 A CD - &'(-� A0.02 fi- 0-450 =o . C) (7 1 �_.00'jG (lS)2Z4 Qc954 cn2 c -* S P__, 12' ((D . C - r . vU c o r n f o r t h JOB 14(( Lr PRVY NlFU . NO. AS o ssoci aces BY C K D _DATE'�� IY BOX 54828.OKLAHOMA CITY, OKLAHOMA 73154 ITEM 'PC�A-Arf�'S'��`2 SHT 20 /OF �NrTro�y. �l xo - _-UN- .44 ._2. C ®r n f o r t h SOB 41 57A. ��N!!'�l.) Ivo��.rr '�'? associates BY _CKOL`r� DATE -6P M BOX 54828.OKLAHOMA CITY, OKLAHOMA 73154 ITEM SHT 0a OF CJIf �Ps�,l. 46 y�`t ^� �� • �W1 r 1 12'' 5 MAs 1.0 o cyb= ts51 Cco.n)=5�67 4-r v�-- 5 , = O = �_ �-r') ((Sod :�4—, Y—� rl'�-( 1,50) - - , z0c7:>,,4 Col . 2 x Ct4,21. Cvq cornforth associates BOX 54828.OKLAHOMACITY. OKLAHOMA 73154 BY /� CKD rW DATE 167 N►PO - N ITEM �`� I&Lzc SHT DF 4 -7 (4 V�) 0) CONCRETE DIMENSIONS D - A t� Pressure Redd. Overturn. concrete H41ghl Moment Moment S•F• (cu.11. at Tw at Heel 11. Bose 8 A C Mr M. A1r per IF.) (h.) (N.) (ps1) (psl) (N.-kips) (itrklps) M. lin. B.) LOW WALLS 2.807 1.133 2]Q7 5.50 I2''-26' ] I0'-7 I1'-0 10' I0'-S1 1'4 25I I953 31 41 ."7 2.427 I 23!I 1 717 5 3'-10' 1-0' 1'-01 1'-10' 11, 399I 9.856 4.343 2.269 6.03 I I I I I I I I I I 10 7'•5'- 2' 3• 1'-0' 4'-2' 2374 790 66ASS 30194 2.202 17.42 HIGH WALLS '16 7'4+ 2%3' 1'-4- 3%10' 2737 651 71.048 33.993 2.090 19.89 I1 8'-1' 2'•6' 1'-5' 4%2• 3010 677 92.015 44A44 2.070 23.04 ' 12 8'-10 2'-9' 1'•6' 4'-7' 3268 741 119.164 57.447 2.074 26.55 1] 9'-6' 3'-0' 1'-61 4'41' 3546 771 148.6S9 72.139 2.061 30.16 ' 11 10'-3' 3'-3• 1'-7' 5-51 3796 835 185353 89.067 2.065 34.13 1s 11'-0' 3'-6' 1%8' 5'-10, 4043 898 228.098 110.284 2.068 39.33 16 11%101 3%10' 1'-91 6'-3- 4211 1015 279.125 133.582 2.090 42.90 17 12'-7• 4'4' 1'-10• 6'-8' 4461 1078 334A76 159.948 2.091 47.57 18 13%0 4'4' 1,40• 7'-2' 4711 1141 396.699 169.374 2.093 52.4E 19 14'-2' 4'-8' 1'-111 7'-7' 4669 1261 470.028 222.650 2.111 $7.79 20 Is'-01 5'-0' 2'•0- 81•01 5040 1374 551.374 259.365 2.126 63.33 LUG Se S NLI CRrvHI s. LYMV ONE LENGTH AND SHORT "0' 0" BARS BARS -SPACING SPACING So FIG. 14-1 BAR DETAILS AND NOTATION- LOW WALLS CONCRETE REINFORCING STEEL INSTITUTE 01 KVL.1 NKHL Kcn,4rUK"1VICrJ1 -- •••-ck••n Is = 60,000 pss i 2 BackBll O-BARS M-BARS P-BARS L-BARS Height Total Stem Steel Size. Size- Size. Size- i h. Spac- Spac- Length- Spac- Steel at Base (k.) ing X Ys Yz ing Y, Spacing Ing (Ibs./L.F.) (in.z/L.F.) i LOW WALLS -Dowels only -No Splices 3 f3@IB I'-1 - - - f3x2'-0@1B f4@8 8.6 0.012 4 00 18 I'-7 - - I - /3 x 2'-8 @ 16 04 @ B 10.0 0.030 5 f3@10 1'-6 Ih. - - - f3x3'-4@16 f4@8 11.8 0.058 100 7 0308 2'-0 top 2'-4 - - 13 x 4'-9 @ 14 f4 @} 8 16.9 0.161 B f4 @ 9%2 Y-3 cover) - 13 ■ 9 f4 @ 6yz 2'-6 2'-9 - - 04 x 5'•0 @ I I f4 @ B 26.9 0.348 i 10 f5@7%2 2'4 3'•3 - - f5xY-0@12 f4@8 36.0 0.484 i HIGH WALLS -Class B Tendon Lap Splices 10 f4 @ 6 Y-1 Y-0 1'4 f 3@ 7 4'-7 f 4 x Y-0 @ 10 f5 @ 11 31.9 0.379 11 f! @ 71/x 3'-! 3-6 1'-8 f4 @ 9 5'-6 05 x S45 @ 12 f5 @ 11 41.9 0.479 12 f6 @ 9 3'-9 3'40 2'-0 04 @ 8 Y-11 A x 6'-2 @ I5 f! @ 11 1 49.8 0.592 13 f6 @ 7 4'-0 4'•2 2'-1 f5 @ 9 6" f6 x 6'4 @ 12 f5 @ 11 63.5 0.720 14 N@8 4'4 4'40 2'-10 fS@6ys 7'4 f7x7'-7 @13 f5@11 79.2 0.861 15 07@7 4'-8 Y-0 2'-9 f6@9 7'4 f7x8%0 @I1 f5@11 96.6 1.017 16 fB@8 5'-1 5'40 3'-9 f6@9 8'-2 filx9'-3 @12 f5@10 119.3 1.188 17 09 @ BY2 Y-5 6%6 4'-8 f7 @ 9 9'-2 f9 x 10'-7 @ 14yz f5 @ 10 149.3 1.375 18 f9 @ 7Y2 5'-8 6%11 4'-9 f7 @ 9 9'-7 f 9 x I V-0 @ 12!/i fS @ 10 172.2 1.577 19 09 @ 6% 6'4 7'-2 4'-9 f8 @ 9 10'-8 f9 x 11'-S ®11 05 @ 10 207.7 1.796 20 119@SY2 Y-6 7%4 4'•8 f8@9 II%l f9x11'-10@Bya 015@10 241.8 2.032 i ALTERNATE LONG (YI ) AND SHORT (YIL) Q' BARS -TABULATED t•� BASE SPACINGS FIG. 14-2 BAR DETAILS AND NOTATION -HIGH WALLS CONCRETE REINFORCING STEEL INSTITUTE