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HomeMy WebLinkAboutB12-0029 Structural Engineering Calculations14 19 "DEV11140010 pvowoUq Monroe & Newell Engineers, Inc. 'Bla-ooa9 STRUCTURAL ENGINEERING CALCULATIONS For: Lionsquare Lodge East Vail, CO (M &N Ref 6750.00) Iblp�A�,si RF +co) Cti a���a�mtaaaat`�� These drawings and calculations are the property of Monroe & Newell Engineers, Inc. Any use or reproduction of these calculations without the expressed written permission of Monroe & Newell Engineers, Inc. is strictly prohibited. * *P.E. stamp on sheet applies to the following calculation pages and indicates that they have been reviewed. This includes all sheets attached to this cover. February 23, 2012 "! Colorado A Ganponeet of The American I,W We of ArchdmM Platinum Sponsor 18 Consecutive Years Vail, Colorado Denver, Colorado Frisco, Colorado Rifle, Colorado pLE WIE FEB 2 4 'LuIZ TOWN OF VAIN. _ www. monroe -newel l . corn 1701 Wynkoop Street * Suite 200 * Denver, Colorado 80202 (303) 623 -4927 * FAX (303) 623 -6602 * email: denver ®monroe- newell.com E-1 • STRUCTURAL ENGINEERING CALCULATIONS Lionsquare Lodge East Vail, CO LATERAL ROOF FLOORS FOUNDATIONS C LATERAL • C7 PRMJCT MI RO Swts) 2051 (Padded) I/ fb i _.\ / I -i n ��- I' N i 2'7 1:1 JOB SHEET NO. n c OF CALCULATED BY DATE 0- CHECKED BY DATE SCALE LU► ib l l .. ............ r...... ► 1_ + ' ' 1 zi ?) Monroe & Newell Engineers, Inc. A� SCALE m PRODUCT 204-1 (Sir4k Sheets) 205- 1(PAW) It, i . �j 4' N .... ........ ............. . ............. .............. ............. ..... 3 .......... ........ .. ...... . ...... ... . .......... .. ......... ............. ............. PRODUCT 204-1 (Sir4k Sheets) 205- 1(PAW) It, i . �j 4' N MODUCr 201 PO She&) 205-1)Paft) Monroe &Newell JOB ��' "-,'\ 'Q"`�`�" Engineers, Inc. SHEET N°. OF CALCULATED BY DATE CHECKED BY DATE 7 SCALE .._ .......... .... G Ca co . h. _....1. pvn v: .. ... w - a q►ta(��c11 rvo �+ 15: <...... a _> - x > iB� ? n`a, aL) -k-. or r"6-b14Tf� GK,I,I ..... r ;. .. .:.:..: .............. ......... . . _ ................ .� RA D � 1& ,114 ..'....... .... ........_ v. f►�zZ Vj Hq><ot , `L...: ....11. - (�7.ZIp ) (s?`i.22. 17 4LtN i _ _ . .. . _. ....._. 5..�• K Lo r f.5 k K �YL c ` ,r✓1 7D *.L MODUCr 201 PO She&) 205-1)Paft) PRODLU20H PO OWN) 205-1 MW emwcra4pwomranip" Monroe &Newell JOB Engineers, Inc. SHEET NO. OF CALCULATED BY -QL ' DATE - 7 ® CHECKED BY DATE 0 Y y` • C (Y' amp 2 " UX , r 2d Feb 14, 2007 11:54 AM Checked By: 1 r RAe-dW, AN cr.- -- 11r AA-- 1 --rai 06,..,. 11r 1 --rai r-m -n cm_n ct -n --n nI_ 1 2 M 1 4X4X4 25 .169 7.5 .004 0 21.405 27.6 30.36 1.75 .6 H1-2 2 2 .295 8 .201 8 26.435 30 30 1.659 .85 H1-2 3 2 4 jMg4 x .169 0 .004 0 21.405 27.6 30.36 1.75 .6 Hl-2 4 2 .295 0 .201 0 26.435 30 30 1.659 .85 H 1 -2 5 2 HSS .228 1 0 .000 1 0 21.405 27.6 1 30.36 1.75 .6 1 H1 -1 v- Member Section Forces LC Member Label Vr AmN ec Axiairkl Shearrkl Moment k -ft 1 2 M 1 1 5.396 -.146 0 2 2 5.396 -.146 .273 3 3 5.396 -.146 .547 4 4 5.396 -.146 3496.144 5 42'w 5.396 -.146 1:09 6 2 M2 1 .146 5.396 '109 7 1 2 46 1.996 -6.298 8 3 f46 -1.404 -6.889 9 4 fflAdoll, -4.804 -.68 10 5 0 -8.204 A2,328 11 2 M3 1 5. .146 1.094 12 2 5. .146 .82 13 3 5.39 .146 .547 14 4 1 5.396 .146 .273 15 5 5.396 0 0 16 2 M4 1 .146 -.015 12.328 17 2 .146 -.033 -.68 18 1 3 .146 N-.8.204 -6.889 19 4 .146 -6 98 20 5 .146 x1.094 21 2 M5 1 16.409 0 0 22 2 16.409 0 0 23 3 16.409 0 0 24 4 16.409 0 0 25 5 16.409 0 0 Member Section Deflections (By Combination) 1 r` nnc. k- I �k-1 Cen v r;ni ., rinl /n\ 1 A, D-C- 1 2 M1 1 0 0 NC 2 2 -.001 .018 4894.602 3 3 -.002 .029 3059.126 4 4 -.004 .026 3496.144 5 5 -.005 0 NC 6 2 M2 1 0 -.005 NC 7 1 2 0 -.041 2872.448 8 3 0 -.051 2326.564 9 4 0 -.033 4596.575 10 5 0 -.015 NC 11 2 M3 1 .005 0 NC 12 2 .004 .026 3496.144 13 1 3 .002 .029 3059.126 14 4 .001 .018 4894.602 15 5 0 0 NC 2 M4 1 0 -.015 NC E16 17 2 0 -.033 4596.575 18 1 3 0 -.051 2326.564 RISA -2D Demonstration Version 7.0.0.6 [D: \Projects \6750 -Lions Sq Lodge East \calcs \roof\frame2.r2d] Page 1 Feb 14, 2007 11:54 AM Checked By: I c ' JR— tUamhar I nhal Sac x rinl v finl (n) Uv Ratio 19 2 N 1 .146 4 1 0 -.041 2872.448 20 5.396 0 5 0 -.005 NC 21 2 IF B M5 1 .015 0 NC 22 COG (ft): : 8 Y: 7.5 2 .011 0 NC 23 3 .008 0 NC 24 4 .004 0 NC 25 5 0 0 NC Joint Reactions :! *^� LC Inint I ahal IMF4& X fkl Y fkl MZ fk -ftl 1 2 N 1 .146 5.396 0 2 2 N4 -.146 5.396 0 3 2 NO 0 16.409 0 4 2 Totals: 0 27.2 5 2 COG (ft): : 8 Y: 7.5 • 14 W,e 44t ~s'o RISA -2D Demonstration Version 7.0.0.6 [D: \Projects \6750 -Lions Sq Lodge East \calcs \roof\frame2.r2d] Page 2 1-1 Comp 4""ti`U o off_ ' r7A Feb 14, 2007 Des 11:56 AM J(r : d i �'11Z I + Checked Bv: I r RAcrgWr AM Qh- I Ir IWw I nrrftl Chcnr I Ir I nnrftl Farkcil Ftrksil Fhrksil Ch Cm Fnn 1 3 M 1 4X4X4 .233 7.5 1 .007 0 21.405 27.6 30.36 1.75 .6 Hl-2 2 3 M2 25 .337 8 .215 8 26.435 30 30 1.889 .85 Hl-2 3 3 M3 4 .467 0 .015 0 21.405 27.6 30.36 1.75 .6 Hl-2 4 3 M4 x .259 0 .187 0 26.435 30 30 1.403 .85 Hl-2 5 3 M5 FH-SS4dff5jft.4PA 0 .012 0 21.405 27.6 30.36 1.75 .6 H1 -2 v- w Section Forces I (` 11Anmhnr 1 �hul r Sec Axialfkl Shearrkl Moment k -ft 1 3 M1 1 4.838 .238 0 2 2 4.838 .238 -.446 3 3 4.838 .238 -.892 4 4 4.838 .238 -1.337 5 5 4.838 .238 . 8 6 3 M2 1 .952 4.838 - 7 7 2 52 1.438 -8.058 8 3 A52 -1.962 -7.534 9 4 .464 -5.362 -.209 10 5 .464 -8.762 13. 11 3 M3 1 5. 529.968 NC 12 2 5. .529 2.976 13 3 5.95TR 29 1.984 14 4 5.953 .529 .992 15 5 5.953 .529 0 16 3 M4 1 .529 647 10.742 17 2 .529 47 014& -1.152 18 1 3 .529 -.046 -6.245 19 4 .529 -4.539 20 1 5 .529 -T9W -T9 3. 21 3 M5 1 16.409 .42 .174 22 2 16.409 .423 2181 23 3 16.409 .423 1.587 24 4 16.409 .423 .794 25 5 16.409 .423 0 Member Section Deflections (By Combination) I r RA-k- I ohol Cen v rinl 1 3 M1 1 0 0 NC 2 2 -.001 -.146 3002.12 3 3 -.002 -.28 1876.325 4 4 -.003 -.39 2144.371 5 5 -.004 -.464 NC 6 3 M2 1 .464 -.004 NC 7 2 .464 -.047 2386.385 8 3 .464 -.057 2041.794 9 4 .464 -.035 4227.168 10 5 .464 -.015 NC 11 3 M3 1 .005 .464 NC 12 2 1 .004 .441 963.823 13 r 3 .003 .339 843.345 14 4 .001 .183 1349.353 15 5 0 0 NC 16 3 M4 1 .464 -.015 1 NC 17 2 .464 -.032 5035.8 18 1 1 3 1 .464 -.046 2703.017 RISA -2D Demonstration Version 7.0.0.6 [D: \... \6750 -Lions Sq Lodge East \calcs \roof\frame2- new.r2d] Page 3 COMPARY Feb 14, 2007 Des' 11:56 AM J u r : Checked By: 19 3 4F Is 4 .464 -.035 3605.967 20 5.953 0 5 .464 -.005 NC 21 3 M5 1 .015 .464 NC 22 COG (ft): : 8 Y: 7.5 2 .011 .423 1204.794 23 3 .008 .317 1054.195 24 4 .004 .169 1686.711 25 ILWA& 1 5 0 0 NC Joint Reactions :9tm LC Joint Label 4& X rkl Y rkl MZ rk -ftl 1 3 N1 -.238 4.838 0 2 3 N4 -.529 5.953 0 3 3 N6 -.423 16.409 0 4 3 Totals: -1.19 27.2 5 3 COG (ft): : 8 Y: 7.5 7 RISA -2D Demonstration Version 7.0.0.6 [D: \... \6750 -Lions Sq Lodge East \calcs \roof\frame2- new.r2d] Page 4 G Comp ,my Feb 14, 2007 Des f , 11:56 AM J u r : 2 Checked By:_ I r 11AerrdWr S Qhnna 1 IC RA- I nrrf l Qh-r I Ir I -ml C.ri-ii Ft &cil Pm-il r`h r`m C- 1 4 M1 4X4X4 .286 7.5 .011 0 21.405 27.6 30.36 1.75 .6 H2 -1 2 4 M2 &x25 .065 0 .028 8 26.435 30 33 2.3 .85 H1-2 3 4 M3 4 .310 0 .011 0 21.405 27.6 30.36 1.75 .6 Hl-2 4 4 M4 x .072 8 .023 8 26.435 30 30 2.022 .85 Hl-2 5 4 M5 HSS 16 .335 0 .012 0 21.405 27.6 1 30.36 1.75 .6 H1 -2 wo- w Section Forces 1 C 11Aamhar 1 Thal �� Sec Axiairkl Sheaakl Moment k -ft 1 4 M 1 1 -.177 .373 0 2 lw 2 -.177 .373 -.7 3 3 -.177 .373 -1.4 4 4 -.177 .373 -2.1 5 5 -.177 .373 NC 6 4 M2 1 .817 -.177 -2.8 7 2 Al 7 -.417 -2.205 8 3 A17 -.657 -1.131 9 4 .464 -.897 .424 10 5 .464 -1.137 2. 8 11 4 M3 1 .9 .393 .95 12 2 .9 .393 2.213 13 3 .939-,& .393 1.476 14 4 .938 .393 .738 15 5 .938 .393 0 16 4 M4 1 .393 022 -.716 17 1 2 .393 - 18 -.519 18 3 .393 .002 1 .157 19 4 .393 1.314 20 5 .393 --9 g-95-1 21 4 M5 1 1.159 .42 i 17 22 2 1.159 .423 2.381 23 3 1.159 .423 1.587 24 4 1.159 .423 .794 25 5 1.159 .423 0 Member Section Deflections (By Combination) 1 (' Mamhar I nhal Can v rinl v rinl !n1 I /v Pnfin 1 4 M1 1 0 0 NC 2 2 0 -.163 1912.108 3 3 0 -.307 1195.067 4 4 0 -.414 1365.791 5 5 0 -.464 NC 6 4 M2 1 .464 0 NC 7 2 .464 -.009 NC 8 3 .464 -.009 NC 9 4 .464 -.004 NC 10 5 .464 -.001 NC 11 4 M3 1 1 0 .464 NC 12 2 0 .417 1295.848 13 1 3 0 .311 1133.867 14 4 0 .166 1814.187 15 5 0 0 NC 16 4 M4 1 .464 -.001 NC 17 2 .464 0 NC 18 3 .464 .002 1 NC RISA -2D Demonstration Version 7.0.0.6 [D: \... \6750 -Lions Sq Lodge East \calcs \roof\frame2- new.r2d] Page 5 Comp,w Feb 14, 2007 Des' 11:56 AM JofflumjBr : Checked Bv: 19 4 N 1 -.373 4 .464 .004 NC 20 3 4 5 .464 0 NC 21 4 M5 1 .001 .464 NC 22 2 0 .423 1204.794 23 3 0 .317 1054.195 24 4 0 .169 1686.711 25 5 0 0 NC Joint Reactions I(, _Ininf I nhcl Y rw v fl.l RA7 n, Nl 1 4 N 1 -.373 -.177 .938 0 0 2 4 N4 -.393 3 4 N6 -.423 1.159 0 4 4 Totals: W AN k -1.19 COG (ft): : 8 1.92 5 4 Y: 7.5 • c 0 5>1 RISA -2D Demonstration Version 7.0.0.6 [D: \... \6750 -Lions Sq Lodge East \calcs \roof\frame2- new.r2d] Page 6 Q Z LO fW r o! of � N � N L 0 0 SW LW U > 8 rc Comp Feb 14, 2007 Des' d7 rL 12:29 PM J um r : Checked By: f i .n u_.. . __rai 111- .- 1 in i . -mi c,rL -;l Cfm-;l Fhn-il Ch rtm Fnn 1 2 • M1 v5X5X6 v].457 578 7.5 .022 0 22.954 27.6 30.36 1.75 .6 H1 -2 2 2 M2 0X .5 35.84 8 .253 0 25.19 30 33 1 .85 H 1 -2 3 2 M3 6 78 0 .022 0 22.954 27.6 30.36 1.75 .6 Hl-2 t I� Member Section Forces LC Member La Sec Axialrkl Shearfkl Moment k -ft 1 2 M1 1 1 17.92 -1.384 0 2 2 N4 2 17.92 -1.384 2.595 3 3 0 35.84 17.92 -1.384 5.191 4 4 Y: 7.5 17.92 -1.384 7.786 5 5 17.92 -1.384 10 38fi, 6 2 M2 M2 1.384 17.92 -.009 7 7 1.384 8.96 - 43.379 8 8 1.384 0 - 61.299 9 9 4 1A384 -8.96 - 43.379 10 10 5 JM4 -17.92 f0.8 11 2 M3 1 1 1.384 JQ 3W 12 12 2 2 1.384 7.786 13 13 1 3 17ACI 1.384 5.191 14 14 1 4 1 1.384 2.595 15 15 1 5 1 17.9 1.384 0 u� C Member Label Sec x rinl n Uy Ratio 1 2 M1 1 0 0 NC 2 N4 -1.384 2 -.002 3 1435.18 3 0 35.84 3 -.005 2 896.987 4 Y: 7.5 4 -.007 .088 1025.128 5 5 -.009 0 NC 6 2 M2 1 0 -.009 NC 7 2 0 -.276 718.128 8 3 0 -.388 506.002 9 4 0 -.276 718.128 10 5 0 -.009 NC 11 2 M3 1 .009 0 NC 12 2 .007 .088 1025.128 13 3 .005 - . 1 896.987 14 4 .002 .063 1435.18 15 5 0 0 1 NC Joint Reactions v ri./ v r41 RA7 r4_ffl 1 2 N1 ry 1.384 17.92 0 2 2 N4 -1.384 17.92 0 3 2 Totals: 0 35.84 4 2 COG (ft): X: 8 Y: 7.5 RISA -2D Demonstration Version 7.0.0.6 [D:\... \6750 -Lions Sq Lodge East \calcs \roof\frame3- new.r2d] Page 1 Z� Feb 14, 2007 12:32 PM Checked By:_ 1 3 M 1 v 5X5X6 v.372^ �7 5 - .012 - 0 22.954 27.6 30.36 1.75 .6 Hl-2 2 3 M2 VAO.X.45 1 .459 7.833 .261 16 25.19 30 33 1 .85 HI-2 3 3 M3 7WMPANLX6 5 1 .785 0 .031 0 22.954 27.6 30.36 1.75 .6 Hl-2 I 1 3 y MI �M -1 17.362 -.789 0 2 N4 -1.979 2 17.362 -.789 1.479 3 -1.19 35.84 3 17.362 -.789 2.958 4 Y: 7.5 4 17.362 -.789 4-437 5 5 17.362 -.789 352.544 6 3 M2 1 1.979 17.362 NC 7 2 1.979 8.402 - 45.612 8 3 1.979 -.558 - 61.301 9 4 IA979 -9.518 5 10 5 A79 - 18.478 14. 11 3 M3 1 AM.AIW 1.979 14.8 12 2 . 7 1.979 11.131 13 3 18. 1.979 7.421 14 4 18. 1.979 3.71 15 5 18.4 1.979 0 /n1 I /v Pnfin 1 3 M1 1 0 0 NC 2 N4 -1.979 2 -.002 3 3204.907 3 -1.19 35.84 3 -.004 - 1277.323 4 Y: 7.5 4 -.007 -.141 636.359 5 5 -.009 -.255 352.544 6 3 M2 1 .255 -.009 NC 7 2 .255 -.281 706.757 8 3 .255 -.388 505.979 9 4 .255 -.272 729.8 10 5 .254 -.009 NC 11 3 M3 1 .009 .254 NC 12 2 .007 .316 717.051 13 3 .005 .271 627.419 14 4 .002 .153 1003.871 15 5 0 0 NC Joint Reactions v nn V mi RA7 rlr_i41 RISA -2D Demonstration Version 7.0.0.6 [D:\... \6750 -Lions Sq Lodge East \calcs \roof\frame3- new.r2d] Page 2 N1 Vv .789 17.362 0 2 3 N4 -1.979 18.478 0 3 3 Totals: -1.19 35.84 4 3 COG (ft): X: 8 Y: 7.5 RISA -2D Demonstration Version 7.0.0.6 [D:\... \6750 -Lions Sq Lodge East \calcs \roof\frame3- new.r2d] Page 2 Com cmembe I r •Q�"-,Y, v b todQ�t.� �6. - f' •l�v�'2 (PA t- ,0, Feb 14, 2007 12:32 PM Checked By: Qk- 1 I!` 11A- i -rw ch.., 1 IC I nrfffl Fnrkcil Ftrkcil Fhrkcil rh C`m Fnn 1 4 M1 5X5X6 .181 7.5 .008 0 22.954 27.6 30.36 1.75 .6 Hl-2 2 4 M2 X45 .043 16 .021 16 25.19 30 30 2.3 .85 Hl-2 3 4 M3 6 .238 0 .010 0 22.954 27.6 30.36 1.75 .6 HI-2 4VCI� Member Section Forces LC Member Labiff Sec Axial k Shear[kl Momen k -ft 1 4 M1 1 .402 .521 0 2 N4 -.669 2 .402 .521 -.977 3 -1.19 1.92 3 .402 .521 -1.954 4 Y: 7.5 4 .402 .521 -2.931 5 5 .402 .521 .90 6 4 M2 1 .669 .402 - 3.909' 7 2 .669 -.078 57 8 3 .669 -.558 -3.286 9 4 9 -1.038 -.095 10 5 A569 -1.518 .01 11 4 M3 1 0 .669 NC 12 2 1 .669 3.762 13 3 1. .669 2.508 14 4 1. .669 1.254 15 5 1.51 .669 0 uA LC Member Label Sec x finl n Uy Ratio 1 4 M1 1 0 0 NC 2 N4 -.669 2 0 M870 3811.858 3 -1.19 1.92 3 0 -.l@r 2382.411 4 Y: 7.5 4 0 -.224 2722.756 5 5 0 -.255 NC 6 4 M2 1 .255 0 NC 7 2 .255 -.019 NC 8 3 .255 -.021 9437.398 9 4 .255 -.011 NC 10 5 .255 0 NC 11 4 M3 1 0 .255 NC 12 2 0 .233 2121.466 13 3 0 .176 1856.283 14 4 0 .094 2970.053 15 5 0 0 NC Joint Reactions I C X rkl v rkl WI7 rk -ftl 1 4 NI -.521 .402 0 2 4 N4 -.669 1.518 0 3 4 Totals: -1.19 1.92 4 4 COG (ft): X: 8 Y: 7.5 RISA -2D Demonstration Version 7.0.0.6 [D:\... \6750 -Lions Sq Lodge East \calcs \roof\frame3- new.r2d] Page 3 2 Q- N M ew C\j fB O O O i N 3 � c LL �w U x Q` K Monroe & Newell Engineers, Inc. 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SHEET NO OF CALCULATED BY DATE • CHECKED BY DATE Qr.1 G ........... 1-1 10 .............. ........... 1J .......... ............ VK 0 71 Monroe &Newell ,t °e �,r'rl9Ci, � .��.:.z�tf ..��d�u �v Engineers, Inc. SHEET NO. OF CALCULATED BY DATE 10-17 /- • CHECKED BY DATE —Al c PRfMMr.T7"1 M.* 9- k17M11PAbd1 0 ............ ............. �i Monroe & Newell JOB 0 Engineers, Inc. SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE .qr.Af F t 1 071�5)1 �' 4 ........... ....... . ..... ... V1 ........... ....... ... ...... ............ .......... 4 .......... ....... . .. .......... Y. Lf 5 .......... .......... .............. . . .. ... ............ ....... ........ .... . . . u V .1 fq6*.qkk1 ml mmn f .......... . . a Monroe & Newell JOB Engineers, Inc. SHEET NO. 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SHEET No. OF CALCULATED BY Sc— DATE /14 CHECKED BY DATE crni __ ........... . i MILS :G.i.b Cheelel'111Lt ID�NbA1 n I .......... r'' = 7...[ q....s ............... .....:............ �I >. .. !:!q 1 . - o_go5.a......... _ _ ... — _0.9..._.._...._.. 3..... .3. .._;............a .L __.D.t3 ..___._._ .4 .. _± __ ........... . i MILS :G.i.b Cheelel'111Lt ID�NbA1 n I .......... Monroe &Newell JOB km C, " 4 (01 �c Engineers, Inc. SHEET NO. OF )� CALCULATED BY - DATE CHECKED BY DATE SCALE Monroe & Newell Engineers, Inc. • JOB k; e^ol lta tei SHEET NO. OF CALCULATED BY DATE r CHECKED BY DATE ccn, F Monroe & Newell Engineers, Inc. JOB 'D U I l.S"71L SHEET NO. OF CALCULATED BY DATE CHECKED BY SCALE DATE PRMUNA.t as 6 A."Wi arm Monroe & Newell A Engineers, Inc. F71.1 1 1 i PRODUCT 204-1 fSmF,* Sheet) 205-1 (PaW) j-T-L.. to WAS-! Monroe & Newell JOB Engineers, Inc. SHEET No. of A CALCULATED BY X DATE • CHECKED BY DATE S(.AI F PRWU 201 -1 rA* RNMI 205-1ftWI Monroe & Newell JOB Engineers, Inc. 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KL �D,,..6,., 1 �E IV— :.BLESS —0 Dr�ER.��E. IS rwER I II I b Monroe & Newell . �. A�E r v __ O��R' G w�GAAW REVIEW:D _o"EYEVSiREER Oc REGOAD. 1. Y ' iRDK/•TES KRS/. -V.n rER ^W.TES w•M.'K.,URED ux�xPORnrxX+. sw.LL .1�ve ­_TES 3ruLL 4 vrtlOD LOLIXM Sw.LL BE LORTi rN �,S��cRG+ FLODR TOr GOLLW yiZE> TO REQnRETRI R9 TO M B0�5E rRE 5 oR 1%reR1oR BEJtll1R5 .wLLS ry y N!?' S2.2 1iQ _ . �5 LW15.D TE D , •uE S.Ex5BIT X .M ®iiu.es rLOOR .assn /.L x .M�L 5 q 6 TT La �Q.s E OD E"£MnI r'Ls vFNLS I S. Ax T E w.ap E E5 D siTT"Rr. L CL5L oro r R �• EW • i� S w. L L LExTEL R bR O E a S S �. ­-x S IS rw ioo T1 � W1r Schematic Framing Plan ``-�° 1 OE/4T•E T. EI9 W �CLOL LOU"R W D Ow .w IT �. ■ LO 1n.E aK .R1 EO DT.6 Oit 5 LBD P OY. Sept. 12, 2006 � M k n� �, < . i.aiG.•.TES TOP ..MLL 1 M V. E /G MT- 'r 9RE.�r1n5vS 90R STEEL RwiE GONLO•EGLTTOIDR• LrlE55 RDTE O E b "i ELEVATI(M B • 6N 7 50 ......�"°^` D ! TES or STRw IX:T.RnL PL.00R 5P•!A/.T VT­ " iNrC9 RrMgO GE . 1WOi'P•" 1x v 00D STW WILLS. 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SHEET NO. OF CALCULATED BY DATE - V CHECKED BY DATE crei F Monroe & Newell SJOB HEET Engineers, Inc. SHEET NO. OF CALCULATED BY DATE • CHECKED BY DATE • PLATE 1/4" RIN ARCH. FOR OlMEN51ONS AT 1 1/2 "40 STD. - PIPE TYPICAL 3/16 PLYWOOD SHEATHING • e r �I 4m w HT5ftXFft x •M" Vb Cat ZF UFMA 46- a' -ROOF RAFTERS AT ltq�t-- 166, SECTION 24. 3/4" = 1' -0" I "X8" WITH (1. EXPAN ROOF RE PL VL BE/ RE PL /n ) --r /A 1 JOB Monroe & Newell u SHEET NO. Engineers, Inc. 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PRODUCT 204 -1 (SMglee Rob) 205-1(Padded) riaW 204-11siiye SIea) 205-1 (PAdd[d) 5 t l Job Title: Red Lady Lodge Job No: 7166 Input Summary Dead Load, DL = 25 psf ALL = Live Load, LL = 100 psf OTL = Allowable Span Summary Size s =24" s =16" s =12" 2x6 DF #2 4.2 5.1 5.9 2x8 DF #2 5.5 6.8 7.8 2x10 DF #2 7.0 8.7 10.0 2x12 DF #2 8.6 10.5 12.2 11 -7/8 TJI 210 10.8 13.2 15.2 11 -7/8 TJ 1 360 13.6 17.2 19.9 11 -7/8 TJI 560 16.4 21.4 24.2 11 -7/8 LVL 16.9 19.8 21.7 11 -7/8 BCI 5000 1.7 10.0 12.3 14.2 11 -7/8 BCI 6000 1.7 10.8 13.3 15.3 11 -7/8 BCI 6500 1.8 11.8 14.7 17.0 11 -7/8 BCI 60 2.0 11.8 17.3 20.0 11 -7/8 BCl 90 2.0 15.6 21.4 24.3 11 -7/8 BCI VL 2.0 17.5 20.1 2tl 14 TJI 210 11.7 14.3 16.6 14 TJ 1 360 14.9 18.8 21.7 14 TJI 560 17.6 23.3 26.9 14 LVL 19.7 23.3 25.7 14 BCI 6000 1.7 11.8 14.4 16.7 14 BCI 6500 1.8 13.1 16.0 18.5 14 BCI 60 2.0 13.8 18.9 21.8 14 BCI 90 2.0 17.2 23.4'; 27.0 14 BCI VL 2.0 20.5 23.7 26.1 16 TJ1 210 12.5 15.3 17.7 16 TJI 360 14.9 20.1 23.2 16 TJI 560 17.6 24.9 28.8 16 LVL 22.3 26.6 29.3 16 BCI 6500 1.8 14.0 17.1 19.7 16 BCI 60 2.0 15.8 20.2 23.4 16 BCI 90 2.0 18.8 25.0 28.9 16 BCI VL 2.0 23.2 27.1 29.8 12/14/2006 240 18-) Page 1 Job Title: Lion Sq Lodge Job No: 6750 Input Summary Dead Load, DL = 25 psf ALL - Live Load, LL = 100 psf ATL - T Allowable Span Summary Size s =24" s =16" s =12" 2x6 DF #2 4.2 5.1 5.9 2x8 DF #2 5.5 6.8 7.8 2x10 DF #2 7.0 8.7 10.0 2x12 DF #2 8.6 10.5 12.2 11 -7/8 TJI 210 10.8 13.2 15.2 11 -7/8 TJ 1 360 13.6 16.7 18.4 11 -7/8 TJ 1 560 16.4 19.2 21.1 11 -7/8 LVL 15.1 17.3 19.0 11 -7/8 BCI 5000 1.7 10.0 12.3 14.2 11 -7/8 BCI 6000 1.7 10.8 13.3 15.3 11 -7/8 BCI 6500 1.8 11.8 14.7 17.0 11 -7/8 BCI 60 2.0 11.8 16.8 18.5 11 -7/8 BCI 90 2.0 15.6 19.3 21.2 11 -7/8 BCI VL 2.0 15.3 17.6 19.3 14 TJI 210 11.7 14.3 16.6 14 TJ 1 360 14.9 18.8 20.9 14 TJI 560 17.6 21.7 23.9 14 LVL 17.8 20.4 22.4 14 BCI 6000 1.7 11.8 14.4 16.7 14 BCI 6500 1.8 13.1 16.0 18.5 14 BCI 60 2.0 13.8 18.9 21.1 14 BCI 90 2.0 17.2 21.9 24.1 14 BCI VL 2.0 18.1 20.7 22.8 16 TJI 210 12.5 15.3 17.7 16 TJI 360 14.9 20.1 23.1 16 TJI 560 17.6 24.1 26.5 16 LVL 20.3 23.3 25.6 16 BCI 6500 1.8 14.0 17.1 19.7 16 BCI 60 2.0 15.8 20.2 23.4 16 BCI 90 2.0 18.8 24.2 26.6 16 BCI VL 2.0 20.7 23.7 26.1 360 240 10/19/2006 Page 1 l A Job Title: Lion Square Lodge Job No: 6750 Input Summary Dead Load, DL = 25 psf ALL = Live Load, LL = 80 psf ATL = Allowable Span Size s =24" s =16" s =12" 2x6 DF #2 4.6 5.6 6.5 2x8 DF #2 6.0 7.4 8.5 2x10 DF #2 7.7 9.4 10.9 2x12 DF #2 9.4 11.5 13.3 11 -7/8 TJ 1 210 11.7 14.4 16.6 11 -7/8 TJI 360 15.3 18.0 19.8 11 -7/8 TJ 1 560 18.1 20.7 22.8 11 -7/8 LVL 16.2 18.6 20.5 11 -7/8 BCI 5000 1.7 11.0 13.4 15.5 11 -7/8 BCI 6000 1.7 11.8 14.5 16.7 11 -7/8 BCI 6500 1.8 13.1 16.0 18.5 11 -7/8 BCI 60 2.0 14.0 18.1 20.0 11 -7/8 BCI 90 2.0 18.1 20.8 22.9 11 -7/8 BCI VL 2.0 16.5 18.9 20.8 14 TJI 210 12.8 15.6 18.1 14 TJ 1 360 16.7 20.4 22.5 14 TJI 560 20.5 23.4 25.8 14 LVL 19.2 21.9 24.1 14 BCI 6000 1.7 12.9 15.8 18.2 14 BCI 6500 1.8 14.2 17.5 20.2 14 BCI 60 2.0 16.4 20.6 22.7 14 BCI 90 2.0 20.5 23.5 25.9 14 BCI VL 2.0 19.5 22.3 24.6 16 TJ1 210 13.7 16.7 19.3 16 TJI 360 17.8 21.9 24.9 16 TJI 560 21.0 25.9 28.5 16 LVL 21.9 25.1 27.6 16 BCI 6500 1.8 15.2 18.6 21.5 16 BCI 60 2.0 18.0 22.1 25.2 16 BCI 90 2.0 22.3 26.1 28.7 16 BCI VL 2.0 22.3 25.5 28.1 10/18/2006 360 240 >.. f„ Page 1 • FLOORS 0 Monroe & Newell Engineers, Inc. r ",/ i I SCALE 11- Monroe & Newell JOB Engineers, Inc. SHEET No. OF_ CALCULATED BY DATE CHECKED BY DATE crei F Monroe & Newell Engineers, Inc. • JOB SHEET NO. _ CALCULATED BY CHECKED BY_ cnei F OF DATE DATE Monroe & Newell Engineers, Inc. . ... ....... SHEET NO. OF_ CALCULATED BY DATE CHECKED BY DATE SCALE 2 MA TERI ❑R IERIOR 2f2)w D E M aIR, EE�V ISTIN& TERI ❑R YV I I L_ L I I I L_ J TYPE DESCRIPTION S1 O EXTERIOR WALL 1 LAYER OF 3/8' TYPE 'X' GYP. BD. EACH SIDE OF 6', 25 GA METAL STUDS ! 16' O.C. . TO UNDERSIDE IF METAL DECK WITH BATT INSULATION IN STUD CAVITY. EXTERIOR WALL O 2 LAYERS OF 518' TYPE 'X' GYP. BD. EACH SIDE OF 6'. 25 GA METAL STUDS ! 16' ILL. TO UNDERSIDE OF METAL DECK WITH &ITT INSULATION IN STUD CAVITY. O EXTERIOR WALL - EXISTING ADD I-MR SHAFT WALL C -T STUDS AND GYPSUM PANELS E %TERIOR WALL - EXISTING O ADD 2 -HR SHAFT WALL C -T STUDS AND GYSUM PANELS CORRIDOR 6 DEMISING V 5/8' TYPE GYP. RD BO SI S OF 3 -5/8' METAL STUDS AT O X 16. OC. VITA 3 1/2' GLASS FIBER INSULATION FRICTION FIT N STUD CAVITY. ELEVATOR ENCLOSURE EXTERIOR WALL O 8' METAL STUDS AT 16' 6C. WITH (2) LAYERS 3/8' TYPE 'X' GYP BM OVER (2) LAYERS 3F PLYWOOD ON BOTH SIDES. ELEVATOR ENCLOSURE INTERIOR VN1 O 8' METAL STUDS AT 16' OC. WITH (U LAYER 5/8' TYPE 'X' GYP B8 OVER C2) LAYERS V PLYWOOD ON BOTH SIDES STAIR ENCLOSURE EXTERIOR WALL O 6' METAL STUDS W/ (2) LAYERS 5/8' TYPE 'X' GYP. BD. EACH SIDE STAR( ENCLOSURE INTERIOR WALL RD 6' METAL STUDS W/ (I) LAYER 5/8' TYPE '%' GYP. BD. EACH SIDE EXISTING EXTERIOR WALL O 5/8' GYP, BIL INTERIOR SIDE O 2,6 WOOD STUDS AT 16' O.C. WITH 3 I /2' UNFACED INSULATION BATT IN STUD CAVITY AND IE' GYP.BD. AT EXTERIOR SIDE OF STUD, EXISTING DEMISING WALL O 5/e TYPE X GYP. B0. BOTH SIDES OF 2>.4 WOOD STUDS AT 16' O. C. WITH 3 l /2' BATT INSULATION FRICTION FIT IN STUD CAVITY. EXISTING DEMISING WALL O 3/8' GYP. BIL ONE SIDE OF 214 WOOD STUDS AT 16' O.C. Ye FIBERBOARD AND V GYP.BD OTHER SIDE. EM 10 BE0. BOTMUS[OES L W/ %' FIBERBOARD BETWEEN STUDSV EXISTING CORRIDOR WALL U 5/8' GYP. 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I- III- ME �Z- I—- OT. Sept. 12, 2006 M&N JOB III 67M W M- �I T-1 LION SQUARE LODGE -EAST BUILDING 1. F pOR oR T1;' ROOF I=- -7-- I-I. Re. -T FDR sENERAL NorES. SCALE: 1/8' = 1' -0" M E L I C K A S S 0 C I A T E S I N C 09-06-06 (�Irpl Cowfy)os er I.,vr h"AL*&( Monroe & Newell JOe `�7�� Engineers, Inc. SHEET N°. OF CALCULATED BY J`r-^°' DATE 2� 0 CHECKED BY DATE crnl c ROOUCT 204- 1(Sinale Sheetsl 205-1 (Padded) Monroe & Newell Engineers, Inc. JOB c_9J sC [ F 6 Nth LfJ SHEET NO. OF CALCULATED BY C . DATE 4 ZF CHECKED BY cnni F 17 DATE ............. s5 �`i Y_j(p VL �L JOB c_9J sC [ F 6 Nth LfJ SHEET NO. OF CALCULATED BY C . DATE 4 ZF CHECKED BY cnni F 17 DATE JOB ? QDC�l Monroe & Newell Engineers, Inc. SHEET NO. OF q� CALCULATED BY C DATE �✓ CHECKED BY DATE SCALE PRODUCT 204-11SkdeSheeh1205-1(PWk) .......... VYW ........... kv i Job Title: Lion Sq Lodge Job No: 6750 Input Summary Dead Load, DL = 40 psf ALL = Live Load, LL = 100 psf ATL = Allowable Span Summary Size s =24" s =16" s =12" 2x6 DF #2 3.7 4.9 5.6 2x8 DF #2 4.9 6.4 7.4 2x10 DF #2 6.3 8.2 9.4 2x12 DF #2 7.6 9.9 11.5 11 -7/8 TJI 210 10.2 12.5 14.4 11 -7/8 TJ 1 360 12.2 16.3 18.4 11 -7/8 TJ 1 560 14.6 19.2 21.1 11 -7/8 LVL 15.1 17.3 19.0 11 -7/8 BCI 5000 1.7 9.5 11.6 13.4 11 -7/8 BCI 6000 1.7 10.2 12.5 14.5 11 -7/8 BCI 6500 1.8 10.5 13.9 16.0 11 -7/8 BCI 60 2.0 10.5 15.8 18.5 11 -7/8 BCI 90 2.0 13.9 19.3 21.2 11 -7/8 BCI VL 2.0 15.3 17.6 19.3 14 TJI 210 11.1 13.5 15.6 14 TJI 360 13.3 17.7 20.5 14 TJI 560 15.7 21.7 23.9 14 LVL 17.8 20.4 22.4 14 BCI 6000 1.7 11.1 13.7 15.8 14 BCI 6500 1.8 12.3 15.1 17.5 14 BCI 60 2.0 12.3 17.9 20.6 14 BCI 90 2.0 15.4 21.9 24.1 14 BCI VL 2.0 18.1 20.7 22.8 16 TJ1 210 11.8 14.5 16.7 16 TJ 1 360 13.3 19.0 21.9 16 TJI 560 15.7 23.5 26.5 16 LVL 20.3 23.3 25.6 16 BCI 6500 1.8 13.2 16.1 18.6 16 BCI 60 2.0 14.1 19.1 22.1 16 BCI 90 2.0 16.8 23.6 26.6 16 BCI VL 2.0 20.7 23.7 26.1 10/19/2006 360 240 Page 1 o......� .........._. ... _..............s............ _.__ ....... ...... .. � .fir . i3 ✓ ............i........_...h _ ..... .__ ...... ...... ...... .....� ...... ......... i[;t5 PRODUCT 204 -1(SkO Sheets) 2051(PAW) Monroe & Newell JOB Engineers, Inc. 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M !�.! a! .Re„Tn. �� w,.•„m . M „R;c,ue�.ereww� w, rQa,r ®. .x D7m, no.�,.m Dr.eRnr. etr,r..., „wue. °anaR �D„T, w�i _ �T�>� �� � ��• �� � S2.3 na-N®, 11Or x a ,ox:w,e, cau,« DD.w DwT_ .uT�e 3x n.w.R.s No,eD Dx Rw.a r. wu exTeR1DR .N..., exw�� Q eoRSTwc,eD w.r,nx. ,no,. pro. rD exreRwR.•,LL DeTwr�s .DR wow,x,Nw� KDR..+na.� ex,eR;Dr. s,ro, cwN rx evveDU a wR ,.� . r� Schematic Framing Plan Sept. 12, 2006 edam row 4. (�♦ d nDbRiLenle TE �G0.oWR � 1 •uOP D w�Nr0 tl DeweLw DY uy aoR E5 n 5 5 n Ln.ell® IT Per. N tN !� i 6710 6R�f0.AM P��RO a. . wruTes TD' a ee.u+ uevwT;aR at M� r�;enr e�evwT;wa cr. wLL dwYllawn, w!O !!/.MKGUMI [OMlGrxx6,M,LL eE "MDe ra,N ,er,oN s,s rtw,e cor,ecTDw, uae„ xDreD `d m'°' ° "° ""'w`'�°°"�^'° e' a' �...�.� -•�s�� Rq•W o.eNw, M r,r000 f,w .✓LL,. LION SQUARE LODGE - EAST BUILDING ,. xlwDel6,rMt1 !! IJr -Jxe 1lrldb NoTep OMRN,E. I11.L rewDeR„r.ti.� ee ,or�T an To , �• r, �-, �DN. eT woDiNe 2TreoD xnceR, ws+aau•mD. ..w R!. wRGr,T(1T11RI11 DRwV�Ie, IOR NwMDRwL wrO ,TNR .Rwr„w DeTwa.,. T N I R D LEVEL r'�mR To rcaox aR •�Dae TD RDDI mriNmNS Rwxe ..,«sr. FRAMING PLAN SCALE: = V-0" IA E L I C K ASS S 0 0 C I A T T E S t N C N TH � iro -' a 09 -06-06 CnLoML . NOT F-soof I.� of 1�iJF% 77 SCALE _.. ..... c 2 1 1�►0l - -- - - - - -- --- - - - - -- i AT 0 -- - - i D 1' /Z" c.o4 c PAO W 206 -1(SY* Rwft) MI (Px W) 9,/z vj... @ 12--oc � I &FYRQD ITY-P. (TYP. AT p[ -I-1V Job 4.�. - QtX�Q� Monroe & Newell Engineers, Inc. SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALF 0 LE t�4,2S�QD � V , ylly� �,r`y~ S[niPSoN PLAN - m PRODUCT 204-1 (Si* Slwft) 205-1(PAW) L L' w, pqr. _adox�. tc`1 Monroe & Newell JOB Engineers, Inc. SHEET NC. OF A CALCULATED BY . DATE • CHECKED BY DATE Gr..A) F , 9Iy " POOWCf 201-1 (Sb* Shoes) 205-1(FaM) 1 �o vxT Mo v. JOB rr� Q Monroe & Newell Engineers, Inc. SHEET NO. OF CALCULATED BY DATE Adpolk A CHECKED BY DATE crni F [E PRODUCT 204- 1(Sjg9 a Sheets) 205 -1 (Pa00eA) JOB Monroe & Newell Engineers, Inc. SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE • SCALE i i ✓ ' i . _ .... .: ..................._ .... ,€ _ .........................._...... ............................... ..._.... .......................... ............. ; ..... .......... .............._... ............. ....... .. ...._..... ... ;... ...._ _ ..... .._ ..... ._ i ... ........ ...... i _ ..... .. .. .._. .. ... . ............. .......... ...... .. .. ..... ._. .. ..... ..... .. . ............ ............. . ........... - .......... .............. . .... . .. ..... ............a.... .............. . ;. ........� ., .,. i .. . .... i i € PRODUCT 204- 1(Sjg9 a Sheets) 205 -1 (Pa00eA) road Tables/Non-Snow (125) U �r r J T1� o zCia -3� I - �3�� TM S T11�XTM Series Allowable Uniform Load (pif) Lon,-d cc eo'c� I' "_ q ) �,� Parallel Chord • Open -Web Series FL Flat roof less than Ya in 12 slope. SL= Sloped roof greater than Ya" in 12" slope. TJL" Series M "14 � Depth 14 1B 18 _ �1 .'� Span FL SL FL SL FL SL FL20SL FL SL FL24SL FL SL FL28SL FL SL FL32SL FL34SL FL SL FL SL FL SL S a 36 38 40 Depth 14 1 359 ; 359 393 393 389 389 381 381 370 370 358 358 344 344 330 330 317 317 304 304 293 293 281 281 270 270 259 259 14 ! 16 292 '282 319 '34 354 354 361 361 353 353 343 343 332 332 320 320 308 308 296 296 286 286 275 275 265 265 255 255 16 n 18 235 ;.235 267 ;267 298 " 328 328 338 338 330 330 320 320 310 310 299 299 289 289 280 280 269 269 260 260 250 250 1 20 195 195 223 223 249 1249, 275 [,275 300 300 317 317 309 309 300 300 291 291 281 281 273 273 264 264 255 255 246 246 20 22 157 161 184 x184 207 '207 226 EE. 2281 250 270 291 291 291 291 283 283 275 275 267 267 259 259 250 250 242 242 22 ' 24 122 133 160 160 180 980 200 200' 219 z 1b3 256 273 273 273 273 268 268 261 261 253 253 246 246 238 238 24 28 96 99 103 115 132 136 151 +15 166 202 80 195 249 249 254 254 254 254 249 249 241 241 234 234 26 30 63 84 84 101 108 117 130 130 143 156 209 223 223 236 236 236 236 236 236 236 236 230 230 28 32 52 69 70 88 89 101 111 113 129 129 141 181 193 205 219 219 220 220 220 220 220 220 30 34 44 58 58 78 75 89 93 100 111 111 123 134 164 175 186 191 203 203 206 206 206 206 32 36 37 49 49 66 63 79 79 89 96 98 108 108 122 144 154 164 175 ` 179 185 185 193 193 34 38 42 42 56 54 71 67 79 82 88 97 97 105 941 150 155. 165 171 171 174 174 36 40 36 36 48 46 62 58 75 71 83 84 91 96 98 106 1 3 126 ,'`12_ 130 147 156 161 161 38 42 41 40 53 50 67 61 77 73 84 86 91 98 98 105 112 1121 116 136 139 144 44 40 44 36 35 47 44 58 53 67 64 73 75 80 86 86 95 95 101 tt: 101 ? - 109 122 130 132 132 42 46 41 38 51 47 60 56 66 66 72 77 78 83 83 89 189 95 114 117 124 . 24 44 48 36 45 41 55 49 60 58 66 68 71 77 77 82 ° 82 = 88 103 19 112 12 46 50 40 37 49 44 56 52 60 60 65 69 70 75 75 80 106 O6 48 52 35 43 39 51 46 56 54 60 62 65 69 69 74 85 90 96 z97 50 54 39 35 47 41 51 48 55 55 59 63 64 68 68 72 83 81 1 52 56 35 42 37 47 43 51 50 55 57 59 62 62 67 7s 81 1 54 58 75 .75 56 60 38 44 39 48 45 51 51 55 58 59 62 62 86 '70 70 58 62 40 35 45 41 48 46 52 52 55 58 58 62 62 65 ''5 60 64 37 42 37 45 42 49 48 52 53 55 58 58 61 , 1 62 66 39 43 38 46 43 49 49 52 54 55 58 58 I 64 68 35 41 35 43 40 46 44 49 50 51 54 54 66 70 37 41 36 43 41 46 45 49 50 51 68 39 33 41 37 44 42 46 46 48 70 TAX' Series Check with your local Trus Joist MacMillan representative on availability of theTJLX° Series in your area. Depth 14 16 18 20 22 24 Span FL SL FL SL FL SL FL SL FL SL FL SL FL26SL FL28SL FL30SL FL 193 FL34SL FL36SL FL38SL FL40SL Span 14 393 393 393 393 389 389 381 381 370 370 358 358 344 344 330 330 317 317 304 304 293 293 281 281 270 270 259 259 14 16 319 s 359 359 366 366 361 361 L 266 302 353 353 343 343 332 332 320 320 308 308 296 296 286 286 275 275 265 265 255 255 16 .302 336 336 343 343 338 338 330 330 320 320 310 310 299 299 289 289 280 280 269 269 260 260 250 250 18 20 1 218 221 252 282 310 310 318 318 317 317 309 309 300 300 291 291 281 281 273 273 264 264 255 255 246 246 20 22 165 181 209 209 234 258 282 282 294 294 293 293 291 291 263 283 275 275 267 267 259 259 250 250 242 242 22 24 128 152 170 177 204 204 226 248 268 268 274 274 273 273 273 273 268 268 261 261 253 253 246 246 238 238 24 26 101 130 135 151 172 172 192 210 229 246 246 254 254 254 254 254 254 254 254 249 249 241 241 234 234 i 26 28 81 108 108 130 139 148 166 166 188 204 220 220 236 236 236 236 236 236 236 236 236 236 236 236 230 230 28 30 66 88 88 114 113 129 141 145 161 161 176 191 205 219 219 220 220 220 220 220 220 220 220 220 220 30 32 55 73 73 98 94 114 117 127 141 141 155 169 186 199 199 206 206 206 206 206 206 206 206 206 206 32 34 46 61 61 82 79 101 98 113 119 125 137 137 150 162 174 185 185 194 194 194 194 194 194 193 193 34 36 39 52 52 59 66 89 83 101 101 112 121 123 134 134 145 156 166 175 175 183 183 182 182 179 179 36 38 j 44 44 59 57 76 71 90 86 100 103 110 120 120 130 140 "' 149 162 G2 166 166 174 174 169 169 38 40 38 38 50 49 65 61 81 74 91 89 99 104 108 117 117 126 135 144 144 154 `154` 157 157 159 159 40 42 ! 44 42 56 53 70 64 82 77 go 91 44 38 37 49 46 61 56 75 67 82 79 89 92 97 104 104 1 2 12y 139 119 126 126. 147 146 1410 44 46 43 40 54 49 66 59 75 69 82 81 89 93 95 102 102 109 ,119, 116 .116 125 141 -141 46 48 j 38 35 47 43 58 52 69 61 75 71 81 82 88 93 94 100 100 106 '106 112 120 120 48 50 52 42 38 51 46 61 54 69 63 75 73 81 83 86 92 92 98 98 103 109 109 50 37 34 46 41 55 48 64 56 69 65 75 74 80 83 85 90 90 96 101 101 52 54 56 41 37 49 43 58 50 64 58 69 66 74 75 79 84 84 89 89 94 94 54 58 37 44 39 52 45 60 52 64 60 69 67 73 75 78 82 82 87 87 56 60 40 35 47 41 55 47 60 54 64 61 68 68 73 76 77 81 81 58 62 36 42 37 49 43 56 49 60 55 64 62 68 69 72 76 76 60 64 38 45 39 52 44 56 50 60 56 64 62 67 69 71 62 66 35 41 35 47 40 53 46 56 51 60 57 63 63 67 64 68 37 43 37 49 42 53 47 56 52 59 58 63 66 70 45 38 50 43 53 48 56 53 59 68 1. Values shown are maximum allowable load capacities. Open -web trusses will be custom designed to the specified to ds 49 5s 70 2. Straight line interpolations may be made between depths and spans. 3. Values shown are maximum allowable load capacities of the trusses in pounds per lineal foot (plf) based on: • simple span, uniformly loaded conditions. • an assumed 38% ratio of dead load to total load (eg.: 20 psf live /12 psf dead). These tables maybe non - conservative if the actual ratio is higher than 38 %. A more accurate analysis can be obtained by using the TJ- Beam" software program. • top chord no -notch bearing clips with 13/4" bearing. Higher values may be possible with other types of bearing clips. 4. These tables may also be used for bottom chord bearing trusses (maximum bottom chord slope of 1'712 ") with or without cantilevers - at one or both ends. Cantilevers are limited to 1/3 of the main span provided the inboard shear for cantilevered conditions is limited to 2,500 lbs. 5. Values in gray Madd areas may be increased 7% for repetitive member usage if the criteria on page 9.7 are met. REV. 6/97 W 5.9 Monroe & Newell JOB— UrA Sty Lbw f, Engineers, Inc. SHEET NO. OF CALCULATED BY DATE A CHECKED BY DATE • ArAl F PRODUCT 204-1 (Smmle Sheets) 205-1(Padded) -A --5 )( s C eA N" W Monroe & Newell JOB %1 Engineers, Inc. SHEET NO. OF }� CALCULATED BY DATE CHECKED BY DATE SCALE 14_i • • METAL PLATE, WELD TO 4' POSTS TOPPING SLAB �� 2x FORM FLASHING OVER FORM & TRIM BETWEEN 4" POSTS n 2x4 DF TRIM, STAIN Zn 2x6 DF TRIM, STAIN v 2x8 DR TRIM, STAIN "v M 1 TYPICAL DECK SECTION A8.1 SCALE: 1 1/2"=l'-0` SLOPE 1/4" PER FOOT a r _. . 4 SLOPE •1%4" PER ROOT •-. RIGID INSULATION " EXTERIOR PL" SLOPED Yf EXTERIOR PLY AREA DRAIN WITH 2INLETS, 2 PER BALCONY, SEE PLAN. HEAT TRACE. 6' -S 1/2' TYP. EAST, 5' -5'' ATE, WELD STS — PING SLAB 2, FORM R FORM & 4• POSTS AIM, STAIN II STAIN IBM, STAIN I K SOON I -a 12' 3-COAT STUCCO OR T&G DF VERTICAL SIDING FINISH, SEE MATIONS ALUMINUM CLAD WOOD WINDOW 2'.12' FORMI POST CAP W/ TOP BEYOND FINISH 8'.8' ALUMIN POST, KYNAR 7.4 ALUM T RAIL,KYNAR FI 4'X4 'ALUM. INTERMEDIATI BEYOND, KY� FINISH 7.7 ALUM R KYNAR FINISH I - XI'ALUM. P KYNAR FINISH 7.7 ALUM B RAIL, KYNAR F N TYPICAL FLOOR, 1 1/2' NORMAL WEIGHT CONCRETE SLOPE 114' PER FOOT SLOPE 1/4' PER FOOT OVER 3/4' T&G SHEATHING . 1. . ' 1 SLOPE <' PER� ' J• .1 ' < S- + y � : SLOPE PLYWOOD 1/B' PER FOOT SLOPED RIGID INSULATION 9 1 /4' VERSA -LAM Ye D(TERIOR PLYWOOD ll SEE STRUCTURAL SLOPED NOT B RESIDENT CHPNNEL JS EXTERIOR PLYWOOD, 5/8' GYPSUM BOARD STAINED 6-5 1? TYP. EAST, 5' -5' TYP WEST, EXCEPT UNIT 217 S 325 - 4'3 AW5271 WITH 2 INL, AREA DRAI INLETS , 2 PER BALCONY, SEE PLAN. 2 HEAT TRACE. 2'.12' FORMI POST CAP W/ TOP BEYOND FINISH 8'.8' ALUMIN POST, KYNAR 7.4 ALUM T RAIL,KYNAR FI 4'X4 'ALUM. INTERMEDIATI BEYOND, KY� FINISH 7.7 ALUM R KYNAR FINISH I - XI'ALUM. P KYNAR FINISH 7.7 ALUM B RAIL, KYNAR F • �1 u T.I S'f _w/ w, ia,�DND f�N�N e•r M M POST. KiN Z '-T- SIn1D'fuRR nun SFOND,Rm fINtlN Td NUM. R R11lN iNB1 I'RI'NWA� RYNN fNml Ts = f Rui, RrNN f • D mW D a �r -o N � b a r m_ N 2 m m ti D O� L` JOB Y E C� 1 • loc n C_ � Vy+ ) Monroe & Newell Engineers, Inc. SHEET NO. OF CALCULATED BY DATE 1-7 0 CHECKED BY DATE SCALE fJ 'it"po I 71 PRODUCT 204 -1 (Single Sheets) 205 -1 (Padded) Monroe & Newell Engineers, Inc. • JOB —Q� �� 3 SHEET NO. OF CALCULATED BY. CHECKED BY Rr41 F DATE 1-17-1 DATE PRODUCT 201 -1 Gmle Sheets12051(PaddeM C7 Jd PpnnitrT 9M-1 fqi.W Ch—) 2M -1 iNMMI • C7 7x17 FORMED ALU ^' POST CAP W / SLOPE: TOP BEYOND, KYNA; FINISH 8'.8' POST BEY NC, KYNAR FINISH 7x4' ALUM. TOP RAIL, KYNAR FINISH 4'X4' INTERMEDIATE POST BEYOND, KY- FINISH 7.7 ALUM RAIL, KYNAR FINISH I'Xl' ALUM. PICKET, KYNAR FINISH 7.7 ALUM BOTTON' RAIL, KYNAR FINISH STL TOP PLATE WELDED TO T.S. FRAME, PTD 4.8 T.S. FRAME HEAVY GAUGE BRAK:- METAL :RBEL BEYOND L 8'x8' ALUMINUM POST ' KYNAR FINISH STL SLEEVE WELDED TO PLATE THRU BOLT RAILING ASSEMBLY TO SLEEVE STL TOP PLATE WELDED TO T.S. FRAME, PTD 4.8 T.S. FRAME HEAVY GAUGE BRAKE METAL ATTACHMENT TO BE DETERMINED � BALCONY, STAIR TOWER #A & #D BRAKE METAL CORBEL Aa i SLUE: 1 1/2"=F-13" �'���� /lib � t�I 5° AwSTAIR TOWER #A & #D 1 1/211=11-011 2 "x12" FORMED ALL POST CAP W/ SLOPI TOP BEYOND, KYN) FINISH 8"x8" POST BEYONI KYNAR FINISH 2 "x4" ALUM. TOP RA KYNAR FINISH 4 "X4" INTERMEDIATE POST BEYOND, KY', FINISH 2 "x2" ALUM. RAIL, KYNAR FINISH 1 "X1 "ALUM. PICKET, KYNAR FINISH 2 "x2" ALUM. BOTTO RAIL, KYNAR FINISH STL TOP PLATE WELDED TO T.S. FRAME, PTD 4x8 T.S. FRAME HEAVY GAUGE BRAI METAL CN CORBEL BEYOND "x8" ALUMII OST , KYNAf TL SLEEVE W O PLATE HRU BOLT R ASSEMBLY TC TL TOP PLAT VELDED TO RAME, PTD x8 T.S. FRAN IEAVY GAUC 4ETAL JTACHMEN- IETERMINED RAKE METAL r� DEMO A TO ADD 3x BETWEEI, WOC CONNE< • EXISTING 13 3/4" WOOD S AFT W L STUD WALL FORMED ALUM CAP W/ SLOPED BEYOND, KYNAR H POST BEYOND, ,R FINISH ALUM. TOP RAIL, R FINISH INTERMEDIATE BEYOND, KYNAR H ALUM. RAIL, �R FINISH ALUM. PICKET, UR FINISH ALUM. BOTTOM KYNAR FINISH TAL BALCONY, JAR FINISH JCCO BAND :TAL CORBEL POND =OAT STUCCO �A BALCONY, NORTH ELEVATION A8.1 SCALE: 1 1/2`=1'-0` • J w 1 0 0 <<< Lu z� Oi �- w°� vdQ Q i zd �w LF El �J N ey J w f` � o � 0 `' �^ ° W p °u � 0? 0? OUP w V° \ ui d= OQ w= —N LLJ J w 1 0 0 <<< Lu z� Oi �- w°� vdQ Q i zd �w LF El I A o LL, On o D - > UJ �� °- �zz� -0 (, 0 v w -j s 0 ,. cOz w Z LL Paz - - - - - - - - - - N , -4 > < -i ui uj LU w w Ujz 00 LU iw ti-is 9 = < (-Ij < 00 wza L [u- - - -� mQ =v ^ez: a��: w� �� �LrjX iL ID 0 3100< Z 0 U W 0 m �J N J I A o LL, On o D - > UJ �� °- �zz� -0 (, 0 v w -j s 0 ,. cOz w Z LL Paz - - - - - - - - - - N , -4 > < -i ui uj LU w w Ujz 00 LU iw ti-is 9 = < (-Ij < 00 wza L [u- - - -� mQ =v ^ez: a��: w� �� �LrjX iL ID 0 3100< Z 0 U W 0 m Q r2 Qj IL ui ai z LIJ 5 < IV Lu < DI Z z -0 0 0 Z _j wz� z 71 (1 Q < < z 7: z Z 0 LLJ LqJ -i J: 1 < < z LL Z J2 QQ ILJ w ui -i > z -, LFj 6 LLJ LU < I— — Z af > Q�,z 1) 0 ------------------ �! O CD----------------- < w Jj -i -j z < Z < < lu [u w < -i Q� z _j w < 70 z o Q P 0 0-0 L D m) (Y I 1, Monroe & Newell Engineers, Inc. JOBS SHEET NO. OF CALCULATED BY e — DATE f CHECKED BY DATE JOB Monroe & Newell Engineers, Inc. SHEET NO. OF CALCULATED BY DATE 4w A CHECKED BY DATE .qr-Al F y to/ 46) 6 a 00 ul 1P ieui . ...... 're-- 0 il 0 z Monroe & Newell JOe Engineers, Inc. SHEET NO. OF +� CALCULATED BY DATE CHECKED BY DATE cr.Al F 0 Job Title: Lion Sq Lodge R-Ccl�_ Job No: 6750 Input Summary Dead Load, DL = 40 psf ALL = 360 Live Load, LL = 40 psf oTL = 240 Allowable Span Summary Size s =24" s =16" s =12" 2x6 DF #2 5.3 6.4 7.4 2x8 DF #2 6.9 8.5 9.8 2x10 DF #2 8.8 10.8 12.5 2x12 DF #2 10.7 13.2 15.2 11 -7/8 TJI 210 13.5 16.5 19.0 11 -7/8 TJI 360 17.6 20.6 22.7 11 -7/8 TJI 560 20.7 23.7 26.0 11 -7/8 LVL 18.6 21.3 23.4 11 -7/8 BCI 5000 1.7 12.5 15.4 17.7 11 -7/8 BCI 6000 1.7 13.5 16.6 19.2 11 -7/8 BCI 6500 1.8 15.0 18.4 21.2 11 -7/8 BCI 60 2.0 17.7 20.8 22.9 11 -7/8 BCl 90 2.0 20.8 23.8 26.2 11 -7/8 BCl VL 2.0 18.9 21.7 23.8 14 TJI 210 14.6 17.9 20.7 14 TJI 360 19.2 23.4 25.7 14 TJI 560 23.4 26.8 29.5 14 LVL 21.9 25.1 27.6 14 BCI 6000 1.7 14.7 18.1 20.9 14 BCI 6500 1.8 16.3 20.0 23.1 14 BCI 60 2.0 19.3 23.6 26.0 14 BCI 90 2.0 23.5 27.0 29.7 14 BCI VL 2.0 22.3 25.5 28.1 16 TJI 210 15.6 19.2 22.1 16 TJI 360 20.5 25.1 28.5 16 TJI 560 25.4 29.7 32.6 16 LVL 25.1 28.7 31.6 16 BCI 6500 1.8 17.4 21.4 24.7 16 BCI 60 2.0 20.6 25.3 28.8 16 BCI 90 2.0 25.5 29.8 32.8 16 BCI VL 2.0 25.5 29.2 32.1 10/19/2006 Page 1 • FOUNDATIONS C7 i i i i i i i i i i i i i i I I I I I I I I I I I I I I -I i I i i i I i I ------- -! - - -- - — 1-- - - - - -- I I I I I I I I I I I I I I I I I I I I I I I I I I I I ----------- ttt ----------- i 4--- - - - - --- - l -� -G- - - - -� I I I I I l I I I I I - T -------- i 7777--F j I i I I I i I I I i i i l i i i i i l i i T----------- t- - -� - I I I I I I I „ r r I r , i ......... � -- I I I I I I I I I I I I I I I I I j l l j I I I l l j d0 - - - -I- -}----------------------- -- 4--- -4 -- - - - - -- I I I I - -�- --------------- - - - -a- - 1I I I I I I I I j I I I j I I j I I j I I - -_ I I r I 1-- -_ -_ -_ r- I -- - - - - -- T i r -i, _. _._. _ - - _ - -- - - - -�! ii i i i I; i it l i l II I I j I I j it I j I I ij I I I I! j it I j I Ij - �- .- t- . -� --� =.-rte ------- �--------- �- �__ -1-_ - {- :� -.. -X _ -. I I j I I I I I j I I I I i I I j I I j I I I I j I I j I I j I I I I I I I I I I I I I I I j I I j I I i I I I I j I I j I I j I I I I j I I j I I j I I I I j I I j I I i I I FRAMINQ NOTES- r. ALL fIWD fRAn eGl TYPE ,ID19�9 A9 rORAnoN AireRNAres EO✓rl OR BRE^.rLR (.APAGITY AND SMALL BE RNrEVlD eY M ENwNEER Q REGORp. �. k' I,mILArES VERY. -1.N+ BEAI+S. A9 MrANrPAOTRED BY epr9E OA9GADE OORPORAnpL AL re3 9MAyL W.vE M 9DnE OR gREArER OAPKIx AS Lr9iE0 IN M SigCMAL BENBeAL NOn:9. 9. Q INDIfl.T6 f91 -0• -le III- x r S/e' IMETAL 9nA9 NNG. ON PtA�N51 OOLI.,•w PDMN ONLY. •. �� w PT�iww cMDL4bmivx�sie�.er4µlESnz�rr aE.,RS oN cpNCRere raaL oR PoonNa eso.� oR rc Is LA9ELED Lo o.a.r. 9. , INDIOArEy rp+Of EE/Jn ELNAnON OR Rs.re NEI6Mr ELNAnON 6 � IHOrOAiE9 iDP tF 9i>;px:n13A1 RCdt 9MEAr.,rN6 GNAnON. �. MEr.oeR9 9Mr,LL ce rs1 -lo• x le eA. x I ve- .lolsr9 u�.o. ALL ME/.OE2S SMALL E[ slllT q1i ro 9 IQ• A IQ•1 wOrM m' /..ppINB 0.YNl'+W 3PAO@i5 AS REO4REp. D. ALL eaLU+d SMALL ce r9JT-, le BA x 19/D- NCrAL sews U%O. Qi PLANS •. M°iDim�R rtTfLOOrs`oo �EESN�LL�AOOm�roLOO`� N NOr® taYAi SIZES A9REO4MLD. tOVR ISr9 lo. ® norms slNiw�.L u� Lv wN'rN �niv EiLwL b .reE e•. ie d. x r 1 �Ar� � r��r'.,L en.o�iu.LLs AEfER r0 EXTERIOR HALL pETArl9 FOR ADDITOMAL u�cRnAnoN. u Au ceAwaEi.n A,o cennvOOL4+N oonNCCnoNS sNALL ce __ SIni90N 9rEEL RAre GPeE TORS 41!99 NDTED I RE. ARLM *LG*Wi.L DRAYUNBS FOR LOC iION A,p 5r3 Of � R(xld, OPENINGS IN 9nA wALL9. TIONAL DETAILS. FLOOR DIAPMRABr+ NAlLIN9 A,O PLYML'UD SMEAR w.LL NAILING 9Gr![TIIE, 9E[ 9,lCT } . IS rPLrURAI DRAVUNS�i fpe MAi.pRAll AND $rA1R RAnlrlle DETAILS. ID. � o �LOw a`R' n'�ooR` ro Roc�nNCwDI.°n�R.«e�iwLLV. r RE. 9MEET 'AO FOR BEr®tAL NDreg. ID. ALL BGI JDr9*S ANO V939A -LAH NOiE9 A9 V' 31MLL 0E II l2• ra, (U- INOrOAiE9 Ex19rINB. GONrgALrOR Mv.LI FIELD vERIfV ALL �ISrYNO GOrbIrION9. If OOICITIO,tl ARE OIRERDJi iMN1 ASSRr®. f ENBrNEER IMlpIATELY. Xl. ALL W1L9 9MOMN Pt PLAN AaE w�LLS PROM LML 9EIQl �L - - - INDrunes xoc.ceD sMeA.R MALL eeLOrL Re. 9Nfi.R NKL 9cNEnuE oN °IIEEr vs. �. ALL MEADER9 LoroeR ..,AN eo• sMAUnEawE a/ -mm sn.DS AND a1 -ICIw 9rLD9 eAU+ >,DC. �9. Ex19nNe FLOOR .an*r. NOT 9.w. foR u.ARITr. FIRST LEVEL FRAi" 11NC3 PLAN 0 z A W W C7 O W w W � a o w z a z o W s 0 FIRST LEVEL FRAMING PLAN S2.1 -- -4r l - -_ I I r r - I 4--- - - - - --- - l -� -G- - - - -� I I I I I l I I I I I - T -------- i 7777--F j I i I I I i I I I i i i l i i i i i l i i T----------- t- - -� - I I I I I I I „ r r I r , i ......... � -- I I I I I I I I I I I I I I I I I j l l j I I I l l j d0 - - - -I- -}----------------------- -- 4--- -4 -- - - - - -- I I I I - -�- --------------- - - - -a- - 1I I I I I I I I j I I I j I I j I I j I I - -_ I I r I 1-- -_ -_ -_ r- I -- - - - - -- T i r -i, _. _._. _ - - _ - -- - - - -�! ii i i i I; i it l i l II I I j I I j it I j I I ij I I I I! j it I j I Ij - �- .- t- . -� --� =.-rte ------- �--------- �- �__ -1-_ - {- :� -.. -X _ -. I I j I I I I I j I I I I i I I j I I j I I I I j I I j I I j I I I I I I I I I I I I I I I j I I j I I i I I I I j I I j I I j I I I I j I I j I I j I I I I j I I j I I i I I FRAMINQ NOTES- r. ALL fIWD fRAn eGl TYPE ,ID19�9 A9 rORAnoN AireRNAres EO✓rl OR BRE^.rLR (.APAGITY AND SMALL BE RNrEVlD eY M ENwNEER Q REGORp. �. k' I,mILArES VERY. -1.N+ BEAI+S. A9 MrANrPAOTRED BY epr9E OA9GADE OORPORAnpL AL re3 9MAyL W.vE M 9DnE OR gREArER OAPKIx AS Lr9iE0 IN M SigCMAL BENBeAL NOn:9. 9. Q INDIfl.T6 f91 -0• -le III- x r S/e' IMETAL 9nA9 NNG. ON PtA�N51 OOLI.,•w PDMN ONLY. •. �� w PT�iww cMDL4bmivx�sie�.er4µlESnz�rr aE.,RS oN cpNCRere raaL oR PoonNa eso.� oR rc Is LA9ELED Lo o.a.r. 9. , INDIOArEy rp+Of EE/Jn ELNAnON OR Rs.re NEI6Mr ELNAnON 6 � IHOrOAiE9 iDP tF 9i>;px:n13A1 RCdt 9MEAr.,rN6 GNAnON. �. MEr.oeR9 9Mr,LL ce rs1 -lo• x le eA. x I ve- .lolsr9 u�.o. ALL ME/.OE2S SMALL E[ slllT q1i ro 9 IQ• A IQ•1 wOrM m' /..ppINB 0.YNl'+W 3PAO@i5 AS REO4REp. D. ALL eaLU+d SMALL ce r9JT-, le BA x 19/D- NCrAL sews U%O. Qi PLANS •. M°iDim�R rtTfLOOrs`oo �EESN�LL�AOOm�roLOO`� N NOr® taYAi SIZES A9REO4MLD. tOVR ISr9 lo. ® norms slNiw�.L u� Lv wN'rN �niv EiLwL b .reE e•. ie d. x r 1 �Ar� � r��r'.,L en.o�iu.LLs AEfER r0 EXTERIOR HALL pETArl9 FOR ADDITOMAL u�cRnAnoN. u Au ceAwaEi.n A,o cennvOOL4+N oonNCCnoNS sNALL ce __ SIni90N 9rEEL RAre GPeE TORS 41!99 NDTED I RE. ARLM *LG*Wi.L DRAYUNBS FOR LOC iION A,p 5r3 Of � R(xld, OPENINGS IN 9nA wALL9. TIONAL DETAILS. FLOOR DIAPMRABr+ NAlLIN9 A,O PLYML'UD SMEAR w.LL NAILING 9Gr![TIIE, 9E[ 9,lCT } . IS rPLrURAI DRAVUNS�i fpe MAi.pRAll AND $rA1R RAnlrlle DETAILS. ID. � o �LOw a`R' n'�ooR` ro Roc�nNCwDI.°n�R.«e�iwLLV. r RE. 9MEET 'AO FOR BEr®tAL NDreg. ID. ALL BGI JDr9*S ANO V939A -LAH NOiE9 A9 V' 31MLL 0E II l2• ra, (U- INOrOAiE9 Ex19rINB. GONrgALrOR Mv.LI FIELD vERIfV ALL �ISrYNO GOrbIrION9. If OOICITIO,tl ARE OIRERDJi iMN1 ASSRr®. f ENBrNEER IMlpIATELY. Xl. ALL W1L9 9MOMN Pt PLAN AaE w�LLS PROM LML 9EIQl �L - - - INDrunes xoc.ceD sMeA.R MALL eeLOrL Re. 9Nfi.R NKL 9cNEnuE oN °IIEEr vs. �. ALL MEADER9 LoroeR ..,AN eo• sMAUnEawE a/ -mm sn.DS AND a1 -ICIw 9rLD9 eAU+ >,DC. �9. Ex19nNe FLOOR .an*r. NOT 9.w. foR u.ARITr. FIRST LEVEL FRAi" 11NC3 PLAN 0 z A W W C7 O W w W � a o w z a z o W s 0 FIRST LEVEL FRAMING PLAN S2.1 u Au ceAwaEi.n A,o cennvOOL4+N oonNCCnoNS sNALL ce __ SIni90N 9rEEL RAre GPeE TORS 41!99 NDTED I RE. ARLM *LG*Wi.L DRAYUNBS FOR LOC iION A,p 5r3 Of � R(xld, OPENINGS IN 9nA wALL9. TIONAL DETAILS. FLOOR DIAPMRABr+ NAlLIN9 A,O PLYML'UD SMEAR w.LL NAILING 9Gr![TIIE, 9E[ 9,lCT } . IS rPLrURAI DRAVUNS�i fpe MAi.pRAll AND $rA1R RAnlrlle DETAILS. ID. � o �LOw a`R' n'�ooR` ro Roc�nNCwDI.°n�R.«e�iwLLV. r RE. 9MEET 'AO FOR BEr®tAL NDreg. ID. ALL BGI JDr9*S ANO V939A -LAH NOiE9 A9 V' 31MLL 0E II l2• ra, (U- INOrOAiE9 Ex19rINB. GONrgALrOR Mv.LI FIELD vERIfV ALL �ISrYNO GOrbIrION9. If OOICITIO,tl ARE OIRERDJi iMN1 ASSRr®. f ENBrNEER IMlpIATELY. Xl. ALL W1L9 9MOMN Pt PLAN AaE w�LLS PROM LML 9EIQl �L - - - INDrunes xoc.ceD sMeA.R MALL eeLOrL Re. 9Nfi.R NKL 9cNEnuE oN °IIEEr vs. �. ALL MEADER9 LoroeR ..,AN eo• sMAUnEawE a/ -mm sn.DS AND a1 -ICIw 9rLD9 eAU+ >,DC. �9. Ex19nNe FLOOR .an*r. NOT 9.w. foR u.ARITr. FIRST LEVEL FRAi" 11NC3 PLAN 0 z A W W C7 O W w W � a o w z a z o W s 0 FIRST LEVEL FRAMING PLAN S2.1 c> - 1 I 6'. ID OA x l Sro Iiv°�vICAL`�A"r�LLLNeW wALU I a I — A }I3'. 16 9U X 19ID �� I• I L I �: � I� j I I I `f' j j I i I 1 L II --- '---- �- - - - - -- -------- t- - - - - -- T-- r- --r - -- ----- TL - - - - -= .GIRT I GEAR. �ALSTIp j I I I j � TYFIDAL AT Nel WALLD I j l I j I l j l I I I I j j II R C01FIVACTOR CONFI M 912E OF EXISTING I I I I I I I I PIPE COLUMN. I I I I I I 'REINFORCE WITH (y- -2 1/3 X.2 I/3 X IA4 I I I I I I I I STD. 'P°�E (, 01J =-2/S33 IF 3 Imo' DIAMETER) j II I I I I I - NOTIFY ENGINEER IF LTERNATE size ex'sis. I I I I I I � I I II I II I II I I I I I I II I I � I I FRAMING NOTES I, IsTS sNALL ee eu rive .nlsµ b nRED DY DO15E �- Lqp�- Jgl.Tlpl RW.Tb SMALL WAVE C J/N. OR BRE.�.TER G/PK.ITY Ao0 SMALL BE RGVI6'GD G1Y THG p1B11J6R G' RGOORD. ALL eEAW/eeAN AND eev+,eoLww cD.aecnora SHALL ce 31M90H 4TEEL RATG GONlLTOR> LM-C�A IVTED � OiwGRwSG. I >. �L FOR L[X.ATIOM Alp >IZE Q 1. YL' INpIOATb VGRSA -LAW DGAMS, b rAN1fAOTI.RGO DY GOISG � A5 Li iEp IAN AnIE g�WW1LRIRAL DE1lRAL � NOBS. >. ■ I T6 f5J -0' -ID BA. x 1 > /D' KTAL STATi NJnO. ON vUHy L0. �N CrLY. RO1.9H OPC�I iIA��S TAILS. FLOOR DIARMBM W.ILIND YIEOI.IE M ANp PLYWDOp SWEAR wALL NI.ILiN9 >OMG[XA.G. SGG � Gi > . I>. RER�A>� TEDTURAL DRAxaNDS FOR HAIORxuL ANp STAIR DGTAlLS. 10 6A x I > /O' HEiAL STAS ,. �xO. 011 FLAW 001.1.'M IY ANp DOI�N I.NLLyJ 1i EEARS AV OpX:RETE HALL OR FDOTIND BELOMI OR IT 15 LABELED ALL EXTERIOR WALLS SHALL HAVG LONnNXT15 5*I.TI�i FROW FLOOR i0 FLOOR oR FLC:oR r0 NODf (fwOLIAINO RARE WA4.51. LP ONLY. >. > ItrD10ATE5 TOP Or DEAn GLNAnpI GR pLATG IEIOHT B.NAnpl Il. FE. SrEET S>O fOR eENeRAL MOTES, I LAM NOTES b U" SMALL BE II T/D' b, �-- IND10A1H iOV P' 9ndIDTRAL FLOOR 9WEATNINS GLNATICN. M. (E}- INp10AiE9 EASTIND. OpIneAOTOR SHALL FIELD VMIF' ALL EXISnNS LONp1nONS. If OOHDITIRb ARC DIFFERENT THAN A.SOIWGD, T, W VO[O SHALL DG AJ x t0 DA. x I >/D' JOIST9 UlYO. ALL NO nfr EN511EGR IHmEpIATELV, ILT NEADGRS SHALL BE BUILr CUr i0 > Iq• (> I/1'1 WOTH DY AnDINe vLYwooD svACeRS b RcuIReD. 10. ALL HALLS ° MV+ ON GL.AM ME WALLS fRgn LEVB- DE1 -ol'l D. ALL GLLU1nM SMALL Q (SJ -b', 10 BA x I > /D' NETAL 3TIA5 UJ10. AI PIAAG. 1,. _ Tes eLarxeD s.eAR WALL Daa.N Re. SI.eAR TALL SGEG.LE ON MEET 9]J. S, woaD AND NerAL sTw cOLU -.a sHALL ee coNrINJnJS FROn FLeoR �. Au. HEADERS LaleeR THAN bc- sMAU Rs -anRG aJ -TRIW 5�ws Aw TO FLOOR OR RoRC TO ROVE. TR MMERS SHALL DG A 'ED TO Q1�IMD 5T1.0� GAGH SIDG. NOTCD OOLIIN SLTGS b REGIJIR[O. 1 >. EX 1— FLOOR .!,Isis MDT 5N01w FOR CLARITY. IO. ®""�- T1015LOR B[I.RI­ NnLLJS. �FI.00R JOISTS II. ALL EXTERIOR HALLS SHALL BC GONSTTRJDTGO 1JbIND O'. ID aA x I > /D' AT I'�' Krµ STIR HALLS sIEFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL SECOND LEVEL FRAMING PLAN 0 z A a H w A O a w W � � A O W a a° s z cn OZ O a ;> SECOND LEVEL FRAMING PLAN S2.2 r• -r r -i• r -r I le' -r I � .1•I .-I I I I I I I I I I I I I I I I I I I I u.a I I I I I I AT I I I I I I XI/ , > N.w.lX+Wle ! Hs6 ,pne 3 3 -- maDw Hai bxlx!/161 � e , � I I n II �m r OJTIY. I] M X 1 y/e 3 I o A�TAQOrIGT K 5nA w w.:LLa I I I I I I I I I I I i I I I I I I I I I1 6 x20 4 x> 6 F 1x/x1 �00%30xW 1 T 16VDOR/ taJRN r, N33 6%1x>A� y- n LOLLwN I I I I A fG -DeAF1 •1 rl b' -0' 10' -11/1• I FRAMING NOTES. I. ROOF SNFJ.rNINB sro" r QO T 6- RAnNe/. STASSGR PAriL exo ,lolrl.s w.1 s AT e• nAxlw, ALL EoBEa Aro I•o" nAxl..w, I. ALL r+ooD FnAnlra9 Isrs s1.ALL ac GLI TYFe .o1s� As wwvACruReD DY Doke c,DRFexeAoi rnRNATes SHALL HAVE Kv" OR BREw� 3w.11 BE u. ALL DGAi+.x.w .vm eeAwC0.u..1 cowecrloNa S.�ALL eG wr.l sl.aor. sr>gL rLAre coreECroRS uaESS .�orED I.b. '+L REV1E ✓® DY TwG eND1t¢e RCORO. 1. •vL• 1ND1uTes yE0.M -LN+ DeAns, b wANrACTLReD x aD1se ' K U' BLI/>I. • W a -b•vL ADD1ro FLTW(A'•O SHIH3 A5 REG111RED. 4 AL HEADERS LONGER iNAN 6'b' ^MALI REG111RG TYtl rRln Sn.O3 ANp rYtl xINB SrtA5 eACH •+IDL' !_ {l�/ la. �AF-IT F WA,ID arAlR L0.1a�fI - n II �m r OJTIY. I] M X 1 y/e 3 I o A�TAQOrIGT K 5nA w w.:LLa I I I I I I I I I I I i I I I I I I I I I1 6 x20 4 x> 6 F 1x/x1 �00%30xW 1 T 16VDOR/ taJRN r, N33 6%1x>A� y- n LOLLwN I I I I A fG -DeAF1 •1 rl b' -0' 10' -11/1• I i. - i -0 -.- - r.{ I•.o - 0 t B - `f" "j wr i•c :""'° ir' n T ffA -f= -le•vL "7V -Ir I�a_I'•..L 'i A caLl+awTw srA� - -' -- -' i - '�-- ,+ ." a ° r - B eci W vL °Ar �1 1+GTALroaTUO ATI AcTUweR -T� - -- - I I AT,.-. TII -- - X I !%e" -._ _.._ __.....__ AT 1_.. ..._. .__- .._.._. I IY. b b\ % 1 AT I'-1 FITIL 1T11� I I I IF NlTAL .IOb� i � ,� JDbr3 II O, I rALly� DDAReIe w,LL I I l TE SrNR ! I I Tr�AI Ar �+ w�Lla 1 ! wTN aTA.i �n! STNR b I TVRlR GOUMItS wTN 3TNR I A. ^G YPICJ L) WER I I I I I I I �r �A� G I I � �1�: I >ro• I I I I I TTFIOAL Nnl wAU.a I � I I I I I I I i I I PIPE CAGTOR GONFI SIZE OF EX19nN9 I I I I I 'PIPE GOLLMN. •AENF'ORGE IQ X IF I 10- X IH s'v. FIFIEE (4 OuTsO���I"""�DIIAAO¢TER) I I I I I I I II I I - NOTIFY ENGINEER IF y LTE-- 9- - I I I I I I I I I I I I I - I� �_- _- _- _- i- _ -T_ -T_�_ -_) _- _- _- _i_- _ -_ -_ -_ _-T -_ -_- I ROOF FRAMING NOTES- FRAMING NOTES. I. ROOF SNFJ.rNINB sro" r QO T 6- RAnNe/. STASSGR PAriL exo ,lolrl.s w.1 s AT e• nAxlw, ALL EoBEa Aro I•o" nAxl..w, I. ALL r+ooD FnAnlra9 Isrs s1.ALL ac GLI TYFe .o1s� As wwvACruReD DY Doke c,DRFexeAoi rnRNATes SHALL HAVE Kv" OR BREw� 3w.11 BE u. ALL DGAi+.x.w .vm eeAwC0.u..1 cowecrloNa S.�ALL eG wr.l sl.aor. sr>gL rLAre coreECroRS uaESS .�orED I.b. '+L REV1E ✓® DY TwG eND1t¢e RCORO. 1. •vL• 1ND1uTes yE0.M -LN+ DeAns, b wANrACTLReD x aD1se ' K U' BLI/>I. • W wr BliUlC ADD1ro FLTW(A'•O SHIH3 A5 REG111RED. 4 AL HEADERS LONGER iNAN 6'b' ^MALI REG111RG TYtl rRln Sn.O3 ANp rYtl xINB SrtA5 eACH •+IDL' !_ {l�/ la. �AF-IT F WA,ID arAlR L0.1a�fI - � I Y1YJ b%1� 1 c�oLwi D�oFN 16. OLLS 3A B NAVe OQITIN.q)S SnID3 FROn FLOOR TO FLOOR OR FLLVR TOPOOF (INOLLDINB'RAKE wV1y. I.TLLCJS NOTED OTHGRwlSe. 1 i ' I T. RG. 3�lGT 590 FTA DENERAL NDiGS. � .... f!1_GI.W ......: (1 -I�• .ti (!1 -R'AM I ' aEM., _ _ OnERwSE A✓ pETAIlS. T. ALL EXTERIOR 6. ItOIOATb TOP Q 9rRGTURAL FLOW aleATwNG ELEVATIOw F. ?J- 11gIC.ATGS Ex15nNB. OOMTRAOTOR SHALL FIELD VGWFY ALL ( 1nOND IF nNN A°15l.tiIED. rFT wV15 SHALL w.vE FLOQi i0 Rq F (INOLIAINp RAxE WALLS/. -L.. 1Fi 9rLOy FRpw -1. NeADGRS aHALL De /91 -10' x ID BA % I >2' JDISTS UNO. ALL OONQnQL9 ARE DIFFERENT role ENDIIEGR Ihn ®IArELY. . D. . . 1p10ArE5 TOF OF-ROOF BEAn OR TOP Q PLA2 !EIGHT. HEADERS SHALL BE EUILT OUT i0 > Itl' (> 10.1 wOeN Dr AC01N4 ftiYHL•}pp aPAOGRS AS REaIIRGD. 10. ALL WALLS 3HOYN ON PLAN ARE W W_> FROH LEVR DELOw 9, itE. A'LHI M:Gr FOR GH11rt�Y SIZES At0 LOGArpNg NOT IbrED ON siTE.GTLRAL FLANa. 10. OvB! BNB OC 1X6 nI W rM� AND SNAIL Q M25TCp D. ALL 00.WM SHALL DE AI -0'. 1D M x 1 >ro' KTK STL09 UXO. ON FLANS. 11. - ND1pArEg daCX£O SHEAR WALL BELOW. �. 91EAR WALL ON'J�r 52.5. �L R'na, r0 A BRIO NOT t0 EXOEED 1'C % 1'O' tIe Pit) 4. wppp ANp 'ETAI atw OIXJRl6 SHALL 8E GOrRINLUI9 FROn Flg2R 12. ALL 6'O' SHALL RE4IIRt (]/ -tRln 9TL05 ANO II. AROHITEOn.v.1 ORAVUN3•i FOR ALL OKRFLOw SOivER iocAnoN3. FLOt2R OR FLOOR rOS1LOF. 11i MlRa SHALL Be AWED TO Norm coLL.+� alzes As RD2UIRm. '�LON9E gTHAN (y -�[IMB 5 1a. 12. FORSeOpF DIAPHRAM NAILING 3GNEpI,LE S i SHEET b0. 'a13T9 ®LOLAriiONma yUiLt. LINE ID WTN z, exbnNe FLODR .nlsrs Nor SHQw FaR u.ARITr. la. uXe. INDIUTes um.ess roTea or.IeRw3e. �n BELgL M. ExlSnrosOOF RAFrERS NOT SHOHw FOR OI..Ftlx, N1 E %ERWR wNa awu DE OQ(OiEGE0 u31NB e', b M % I >ro' AT I' ♦• HlTAL ano wALLa � I`�wD�RHV,n��� �- DerAlu roR ADrnruxN. to I . .._. -- I 1._ I "GbLU«� � N3, 6x1xSVle !'.Y4 -. ID x coLU.+I UP I �Iro�li��, i i. - i -0 -.- - r.{ I•.o - 0 t B - `f" "j wr i•c :""'° ir' n T ffA -f= -le•vL "7V -Ir I�a_I'•..L 'i A caLl+awTw srA� - -' -- -' i - '�-- ,+ ." a ° r - B eci W vL °Ar �1 1+GTALroaTUO ATI AcTUweR -T� - -- - I I AT,.-. TII -- - X I !%e" -._ _.._ __.....__ AT 1_.. ..._. .__- .._.._. I IY. b b\ % 1 AT I'-1 FITIL 1T11� I I I IF NlTAL .IOb� i � ,� JDbr3 II O, I rALly� DDAReIe w,LL I I l TE SrNR ! I I Tr�AI Ar �+ w�Lla 1 ! wTN aTA.i �n! STNR b I TVRlR GOUMItS wTN 3TNR I A. ^G YPICJ L) WER I I I I I I I �r �A� G I I � �1�: I >ro• I I I I I TTFIOAL Nnl wAU.a I � I I I I I I I i I I PIPE CAGTOR GONFI SIZE OF EX19nN9 I I I I I 'PIPE GOLLMN. •AENF'ORGE IQ X IF I 10- X IH s'v. FIFIEE (4 OuTsO���I"""�DIIAAO¢TER) I I I I I I I II I I - NOTIFY ENGINEER IF y LTE-- 9- - I I I I I I I I I I I I I - I� �_- _- _- _- i- _ -T_ -T_�_ -_) _- _- _- _i_- _ -_ -_ -_ _-T -_ -_- I ROOF FRAMING NOTES- FRAMING NOTES. I. ROOF SNFJ.rNINB sro" r QO T 6- RAnNe/. STASSGR PAriL exo ,lolrl.s w.1 s AT e• nAxlw, ALL EoBEa Aro I•o" nAxl..w, I. ALL r+ooD FnAnlra9 Isrs s1.ALL ac GLI TYFe .o1s� As wwvACruReD DY Doke c,DRFexeAoi rnRNATes SHALL HAVE Kv" OR BREw� 3w.11 BE u. ALL DGAi+.x.w .vm eeAwC0.u..1 cowecrloNa S.�ALL eG wr.l sl.aor. sr>gL rLAre coreECroRS uaESS .�orED r3 (� ROOF DIAF11aABa w.ILINB 5G<q.LE SNeei 3901. 1. Re: Axial.GCT FoR RaoF sLOFGS ARD DGAwna cuTG �ele«n Nor NDTGD. '+L REV1E ✓® DY TwG eND1t¢e RCORO. 1. •vL• 1ND1uTes yE0.M -LN+ DeAns, b wANrACTLReD x aD1se 3D. 1a. Re. ARCI.IrECnn,.L DRAwne3 FDR LDCAnDR Aw s1zE aF oPVrIN313 IN srw wAUs 9. ALL 1lAO[Ra SHN.L BE M -IO• X 1D GA X !ro' .p15+5 LnLE•A Oi�lRwISE NorED. ALL HeADe.e sHALL x DUILT olrr io s Ia• oR > Imo- wIDrN e,- GSUDG GORPORwnOR µrERNArH >HALL NwvE nE WE OR �,ES AcITr As LlsreD IN r1a srRLen.1AL GGNeRAL N'' A+io AOO1,D°NA+Rr w;ii �A°O�i, a'sc.xeoue. xe s�.ceT�s. E ADD1ro FLTW(A'•O SHIH3 A5 REG111RED. 4 AL HEADERS LONGER iNAN 6'b' ^MALI REG111RG TYtl rRln Sn.O3 ANp rYtl xINB SrtA5 eACH •+IDL' >. � INDIUT6 (> /-0' -b BA, x I >ro• NRTN. 9rtOa NX�, oN PLAI61 0■ 0. tYKN 1 . la. �AF-IT F WA,ID arAlR >. ALL 1215T HANGERS 9NµL DE 31HPSON LLP, MP OR L53U rYPE . ADnO!wS. EQ!1 -0IY•. 1e M x S/D' wETAI ST.PJ 1 ILN�� PLN11 O0.1.NN W AND DOWN UNLe55 Ir DeAR3 OR 16. OLLS 3A B NAVe OQITIN.q)S SnID3 FROn FLOOR TO FLOOR OR FLLVR TOPOOF (INOLLDINB'RAKE wV1y. I.TLLCJS NOTED OTHGRwlSe. n: wN_L OR FOOnNB BELOW OR Ir 13 LAGELEO LP QTLY. T. RG. 3�lGT 590 FTA DENERAL NDiGS. e TO L0.Mw GO.FLOTI T DO/w rOP AIp �fTQI SH/.LL U3e 31t�i•.�On R...TL LOro1GOTORS WLGy nprGD >. 1 > INDIOATLa TOF OF DGAn ELNAT- OR PLATG 1lIBH* GLNATION. ID. ALL BGI J013r3 AND vGRDA -LN1 %OTG9 M I]" SHALL DE II VD• OnERwSE A✓ pETAIlS. T. ALL EXTERIOR 6. ItOIOATb TOP Q 9rRGTURAL FLOW aleATwNG ELEVATIOw F. ?J- 11gIC.ATGS Ex15nNB. OOMTRAOTOR SHALL FIELD VGWFY ALL ( 1nOND IF nNN A°15l.tiIED. rFT wV15 SHALL w.vE FLOQi i0 Rq F (INOLIAINp RAxE WALLS/. -L.. 1Fi 9rLOy FRpw -1. NeADGRS aHALL De /91 -10' x ID BA % I >2' JDISTS UNO. ALL OONQnQL9 ARE DIFFERENT role ENDIIEGR Ihn ®IArELY. . D. . . 1p10ArE5 TOF OF-ROOF BEAn OR TOP Q PLA2 !EIGHT. HEADERS SHALL BE EUILT OUT i0 > Itl' (> 10.1 wOeN Dr AC01N4 ftiYHL•}pp aPAOGRS AS REaIIRGD. 10. ALL WALLS 3HOYN ON PLAN ARE W W_> FROH LEVR DELOw 9, itE. A'LHI M:Gr FOR GH11rt�Y SIZES At0 LOGArpNg NOT IbrED ON siTE.GTLRAL FLANa. 10. OvB! BNB OC 1X6 nI W rM� AND SNAIL Q M25TCp D. ALL 00.WM SHALL DE AI -0'. 1D M x 1 >ro' KTK STL09 UXO. ON FLANS. 11. - ND1pArEg daCX£O SHEAR WALL BELOW. �. 91EAR WALL ON'J�r 52.5. �L R'na, r0 A BRIO NOT t0 EXOEED 1'C % 1'O' tIe Pit) 4. wppp ANp 'ETAI atw OIXJRl6 SHALL 8E GOrRINLUI9 FROn Flg2R 12. ALL 6'O' SHALL RE4IIRt (]/ -tRln 9TL05 ANO II. AROHITEOn.v.1 ORAVUN3•i FOR ALL OKRFLOw SOivER iocAnoN3. FLOt2R OR FLOOR rOS1LOF. 11i MlRa SHALL Be AWED TO Norm coLL.+� alzes As RD2UIRm. '�LON9E gTHAN (y -�[IMB 5 1a. 12. FORSeOpF DIAPHRAM NAILING 3GNEpI,LE S i SHEET b0. 'a13T9 ®LOLAriiONma yUiLt. LINE ID WTN z, exbnNe FLODR .nlsrs Nor SHQw FaR u.ARITr. la. uXe. INDIUTes um.ess roTea or.IeRw3e. �n BELgL M. ExlSnrosOOF RAFrERS NOT SHOHw FOR OI..Ftlx, N1 E %ERWR wNa awu DE OQ(OiEGE0 u31NB e', b M % I >ro' AT I' ♦• HlTAL ano wALLa I`�wD�RHV,n��� �- DerAlu roR ADrnruxN. I DN UP 0 z Q V/ W C7 Ol 1�1 w W � � A O A z a° O z .s o W a > TI -IIRD LEVEL FRAMING= PLAN fro• . I �o THIRD LEVEL FRAMING PLAN S2.3 06750 . o► o e► •I Iw 1. ` HSSJ _ COLUMN COLUMN - - -- ••• - - _ .. • ,p - I�Tiil /f� =f��IL. "la-, - W-A 9 1 M.: lim-a r! /16 - 41 1>b 1/50 O - `t 4' J _ W ` + - L-UMN I NF GE 1,41 TH -i n - X 1/4 tr FL— I N U X 2 1/2 X 1 \4 i ! 111 V NO DOWN TYP. (3)_6��, 15 GA. X t_ x"3.3 T 3.q U.N.O. COLUMN UP AND WN .A E -BEAM I \. > -� > }j > > > - � c^v m — 1 :: uL �.. . (2) -16" VL -59 ' Q II/4" \,/L " 12" 1361/50 ESC T I' -4" 5 00 2" BC-115 1' -4" A 1' -0" T 1' -r4" AT I - - -- _ _ -- 3 1/2 X - -G /4" L i i AT I'- i YP. I AT V- I I 2 UP ...' UP I j ❑ J > t ONLY 2X1 ONL ONLY i > I I ' ul i AT I'i 3 { 2 CvA X 1 5 /V" I I-� (MGTAI,/ 1 VITG, /RFI /�Wl 2 - - I f 4 f ps Y43- �. Ids %c}U_� � �_._..• � �`� . Ix t f r _ 4 _ - t O N W N h3 8 GA. X 15/8 i e - V - V AL STUD WALL , ^ 9 i -1 4111111.1mv 12'" BG1/5OO+0 .� 111i' iL J ly .. _Sa ,- " `rL .• may,, c Cs _�? t14 S /!/5 : , - .� IZ t(� i 1 /,v T M # ♦ j g (*j & l" i X5'3 °' 5 y E t�'> ! / x t .` ISf y f 1 3/16 '=i - _ (BELOW) ab ?•a�- Y; .:�C✓L�w',.T1"I _ 1;1..�`i is ai lOLUt11~ RE?TsihtYfl< 12" BGI/5OO�� -` . - = '� 2i- 2 1/2 X s V 3/15 AT t' -4.. - - F - tM Ptr t 0L �f�iPi ;i �y L f - _ PIPE r� c'p9`+1 ;?RG E.-• .T -- rr�l X11 - - Ib VL 4 �, ; ' .. y.1 > >�-'- .. -r+f '�'c: ( ` �. -x I.,f2 X i.,' _.... �,�' _. -- - - -- - -. � �-__ - - . _ . - - - -: �--_ . • -- - -- - ? •!" � -;�s:. 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G O N H(5LTV ) =EDAM NP . _ -8EA�1 I i' , X, tRI _ ( I HANGE;Q._ _ - - - -- _ JQI TS I I J —" - - -- - _ _ _ (E) -E1EAM - - .. ` _ ' ' PLYIe4 J 53 Li F_ X* 11 r _ O -BEAM (E) -BEAM a , I , v V \ \-v TOP -OF PLYWOOD P UP kf J a r j r T . in r° s ,x F �3 Wes, \ •S 29.6 �� _. - ' �` i 2 2: 2xfo A = 117- . - ,200 D, ry 1 12 R xr D;~ Lis -+Ik"- T _ ff AT HSS 5 / r� 4t ' lbe5 �` Sr ' - -... ; -- ✓ i. __ _ . t�`9 } s3;xr �E.NT UP ONLY _ METAL CIE+;. ,•a. •� -- di"3,•; 'NFj:ij ? i i I.t-7 'z s - --i, . -.__. do-''" T+C'P i,,.1 j( ,... 'ER , w. s- TA- xl 2 _4 ' 'f� CG'N7�C7� k` CoNFI , .. 3,' y r A .�' - I o.M —W Ili— cn Monroe & Newell JOe �, C'n c J do L (Q >Sa Z .... Engineers, Inc. SHEET N°. OF CALCULATED BY DATE /� -LT & CHECKED BY DATE SCALE -�I7 5 -7►' c! .- 1.5.3 T 9 f Az 5 l tip C.0 7 1 ..t I • C 8 �) _ 8 fib..... H ._... .. ._........ a O . ........ �V/•' ; �7 �.t ,122 (J __ }Q... .. Q C? _c5.. . o.M —W Ili— cn ,1Q .... (°�►1�- oe, tub' -�I7 5 -7►' c! .- 1.5.3 T 9 f Az 5 l tip SS r S 5 j_11 AK ak o.M —W Ili— cn ... ........ rr--, Monroe & Newell JOB -cz Engineers, Inc. SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE RCAI F 1 M S -1 9l S-1 iNmm) EE AP, L- > Z7 ✓ Monroe &Newell JOB ' ` m Engineers, Inc. SHEET NO. OF CALCULATED BY rK-^"l DATE . / EX|5T|wCS� --------�- ----------------- - -_��`z��_�_ | | | LJ vu Ir LLL- LU ffp =RE- =C A=S T= DT Monroe & Newell Engineers, Inc. • //r (off S a JOB x� Uk � Yc "�`e•^ —'�fY� SHEET NO. OF CALCULATED BY. DATE CHECKED BY �`�� DATE / — & — / SCALE Dann irT one_+ K.— q— �1 INn l Monroe & Newell Engineers, Inc. JOB ,0-� c-6i : ,L CC SHEET NO. OF CALCULATED BY _-sue+- � DATE I � 1 l0 CHECKED BY SCALE DATE STONE CAP, SPRAY W/ SILANE OR SILOXANE WATER REPELLANT BITUMEN SELF -STICK FLASHING, OVER STONE & CMU. HOLD BACK 3/4' FROM THE EDGES, AT THE JOINT BETWEEN CAP STONES, SCREW CORRIGATED STRAP TIES INTO THE BOND BEAM. FILL THE HEAD JOINT FULL. (ALT RAKE JOINT BACK 112', PUT SEALANT IN THE JOINT AND SPRAY W/ WATER REPELLANT, 6' CMU, SOLID GROUT THE TOP ROW, HORIZONTAL REINFORCING W/ LADDER EYE -TIES EVERY 16' W/ DOUBLE LOOP, EVERY 8' WITH SINGLE LOOP (ALTERNATE). ATTACH PINTLES TO THE LOOPS. SOLID GROUT BEHIND STONE BITUMEN SELF -STICK FLASHING, 4' ABOVE ANGLE AND ON TOP OF METAL ANGLE. SLATHER ROOFING TAR OVER METAL ANGLE, ALLOW 1/4' GAP BETWEEN LENGHTS OF ANGLE, BOLTS PER STRUCT DRILL 3/4' DRAINAGE HOLES @ 32' D.C. PATIO SLAB ON GRADE FOUNDATION WALL, RE, STRUCT STONE PATIO WALLS to STONE WAINSC ❑TT A8.1 SCALES 1 112' =1' -0' A8,1 SCALE: 1 112' =1' -0' 3 -COAT STUCCO WEEP BASE STOP 112' GAP - LEAVE OPEN BITUMEN SELF -STICK FLASHING, 4' ABOVE WEEP, BEHIND STONE AND UNDER GROUT FILL STONE SILL. MIN, 15 DEGREES. SPRAY W/ SILANE OR SILOXANE WATER REPELLANT SOLID GROUT CORRIGATED MASONRY TIES @ STUD LOCATIONS, 16'x16' SOLID GROUT BEHIND STONE 30# FELT APPLIED HORIZONTALLY UNDER WAINSC ❑TT. LAP OVER FLASHING 2'. EACH ROW LAPS 2' OVER ROW BELOW, BITUMEN SELF -STICK FLASHING, 4' ABOVE BOTTOM OF GYP BD, UNDER GYP BD, ON FND WALL AND TOP OF METAL ANGLE. S ❑LID GROUT SLATHER ROOFING TAR OVER METAL ANGLE, ALLOW 1/4' GAP BETWEEN LENGHTS OF ANGLE. BOLTS PER STRUCT 9 Monroe & Newell Engineers, Inc. JOB SHEET NO. nn ^^ OF CALCULATED BY DATE' CHECKED BY S(:AI F DATE oonniirr- 11- 1h -1 -1.ro ) JOB J2AV -n o c) L-i. &dove, UL Monroe & Newell Engineers, Inc. SHEET NO. OF A CALCULATED BY - C °- DATE . CHECKED BY DATE SrAI F PRODUCT 204-1 (Sri* RNW) 205.-11PaMl Monroe & Newell Engineers, Inc. JOB yif `x-1J1.1...Qa -' 616 iJZ SHEET NO. OF CALCULATED BY . �! l . DATE CHECKED BY DATE SCALE PROM !Sinn@ Fh.W 7l)5 -1 WaM1n11 JOB Monroe & Newell Engineers, Inc. SHEET NO. 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( /�/��mmvmn S SRwLt ALe A, -•S vGRrOwL FLLelG of orw m�Rw15E,� -O• IR O, LORRw °roR i0 LooRDIwTG AL DinGRSIOR5 wn pErAILS nRLwT[cTWAL DRiuwr,6S. Sept. 12, ZlnnJ M&N 1(]816750 Nmlb � e�m® wODirIOR TO wALL REIrsOLi¢GEnErrtTS ALES YIKL 0E B/�! flLlfD MTR °WILL TD T� rDPDf r„G fDDrIRG reD OTKRnuSE DR BARS °R Sl.pf.l OR SGLT�. IS. C RrGR F°°�'R IMDGR vHLLS /�RD G0.un�Y� L"LG54 G RS�piGD °rlCRniSG pR fgilQii.riOR PL.�h °' " RefE TO R` irc ELL DRAniRES POR STAiR fRAnIR4 DETA "' ARD �RDrRG;LAaELE.,Ar�DRS. FOUNDATION PLAN LIONS UARE Q LODGE -EAST BUILDING T LOOR [LNwn �. Mw� a Ar rOw Of SLAG OR wi rM Of . n foorlRG GLBV�ATIORS s.lo.+, ARG nwxlF..,s ARD w.T R[!D To sTR„c °eRs,�+GeR'.°iL LOND1T1O1' �R'fT °i1•,•'s[s Y°T" I KL SITE r✓�LLS ROT 511pyfy O" r"15 RAR 51awLL BE BwLT PER NOS 1LLLLAro APEL��ARSTPD°ETO LT�E BwLO NB UaE54 D orleRn'x. _ vD - i -O SCALE: 7 /8" 1' -0' N RTH M E L 1 C K A S S O C I A T E S I N C a 09 -06 -(M 9 A JOB— -L:'5'n Monroe & Newell Engineers, Inc. SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE .qr.Al F C) OL Hn 6 D v. . . $...... . ( 5.0 W-1 Rm& %*M 2ff,1 (Pad&di PROM 214-1 (Side SM&I 205-11PWdedl YL 2 HR BEARING WALL FOUNDATION PER STRUCTURAL N' SLAB ON GRADE mm s PLANTER BED A8.3 SCALE: 1 1 %2' =1' -0' 50 WATERPROOF MEMBRANE STONE SILL DETAIL SAME AS OUTSIDE WALL DRAINAGE MATERIAL & PROTECTION BOARD ON BOTTOM &SIDES WATERPROOF MEMBRANE LINER v- 2 R 1i W-1111 F< S"* CAP- SppAYW/ SLAM OR HUD IIIA= 3/4* FMM AT 7W jCWTgETWjXNCQ - l�iit,ll�►e� �r KIT SEALANT IN THE MINT AM SMY W/ 1 1 �f = PAW 16'W/ DOUM LCKr. KTFIINATE-. ATTACH FINTLIES II SOLID ClItOUT BEHINID SUM ! ffTUMM.SIELF,5= FLASHING. "ii�f!�ri��r %fir %� .. a _ ME W-1111 F< C 1 �f Monroe & Newell Engineers, Inc. JOB SHEET NO. OF CALCULATED BY— CHECKED BY �_�� /_� —PATE -- � Sic Z ly .. ...._. ... ... . (Single Sheets) 205 -1 (Padded) J08 bwNl " [ Monroe & Newell Engineers, Inc. SHEET NO. OF - CALCULATED CALCULATED BY DATE I CHECKED BY DATE SCALE � ' � li� Monroe & Newell roe Engineers, Inc. SHEET NO. _ OF / CALCULATED BY DATE t:" �J E) CHECKED BY DATE SCALE