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Home My WebLink AboutDesign Calculations5hf.\FF4 1821 S. North Rd Grand lsland, NE 68803 308.389.7289 chief buildings com cs@chief ind com i Design Calculations Job Number: 83022822 Buyer: Tectonic Management Group, lnc Customer: Atlantic Aviation NOTWITHSTANDING TIIE ADJACENT SEAL, NEITTMR T}IE ENGINEERNAMED NOR CHIEF BUILDINGS IS ACTING AS THE ENGINEER OF RECORD. THE ENGINEERNAMED AND CHIEF BUILDINGS RESPONSIBILITY IS LIMITED TO THE STRUCTURAL PERFORMANCE OF THE PRE- TNGINEERED COMPONENTS DESIGNED BY ;HIEF BUILDINGS Mar 14 2023 DocuSi-., Trusted. Tested. True. Hlwl& HR086188 7/r8ROD3frD g4ROD 6/8R0D sAROD 5l8ROO 5/8ROO 3/4ROD 3/4RODg4ROD 3/4ROD 5l8ROD sAROD ry8ROD 5nRoo 3/4ROD sr-2 cBl l&12 c&15cBt6 cBtT cBl8cBls@mG21w cst8 c&13&14 c&?3 cv24 cB25 ORDERTS. BS0228n 3I 8 18 12 12 I 4 1I 12 18 1 4 1 DESffi lnlr mm g7B araTF Tecbnla Manaoe.rFnt GloD, lnc AFemc Auaon Rlfle. CO 8t65O ROOFFRAMINGEHIEF4 BUttDlxGl --t ll Tl +l I I tl TI J] ll T1 tl tl ti rl I I I*ol I%l I Irr:t q* lpr i'aa Iltll.r u. lrl e* I[ .r- ,t lcr* ft* l.rt tto Ititl* q" l*" qo I I . 't- 1 1Pl ee 1.4? eat, lttle *" l*" *" Ii .-i 'l ;.ltr e+ 1aF e+; tl--ll* *'l* -*" I I d$ q*., lsf Q., I l*' * 1** -* I Lir**esJcr,' cer' I-@- -- w .q? a^ p* 'aa 1e*f-1l*, .*" l*a , li f-. le{ tl* rl. '% %' q!- t. le' I I ' dr! f. Ora - -__o\r_- -_-O\ -.jwry,]T*:" 1^ {*" %l.rs *"tf *" L- I 1,, I _l*n1 qc,r l -cr- I -t I I s," I i .- qaa I-l Ie*l -l*tt l I*"I ;l ,,. 1,o , I- qa,- I _i1 qe- -.cB-js j' *" ]* 'dr, ro"$ I*'r ,. o"ro l*r" l s" ld" ..1. 'aru lcpf I Q,o le**'l* Io" lr* *," i*4l* I ..1, I 1d^? l:. lcF^A l*" ld'! l" t. l'ls* l- ,dd-$ l'l^Et&'t- I r*^?e l** i:- d il irr h fr I 1J..4 ,ll fs c( I ROOF FRAMING PIAN GENEML NOTES: 53 Thlr w bonv uld furEfi..i@ts, tuEnd b@iru lf,bffi Rdrb rdditio@l ffi dh hdgn PEd(e6fuots ffibar tu lrqnb€r & !et6d d thl6 pqo dll nd h updd I M ffidylntu|}sffi 83022822_A FRAMING SUMMARY: ROOf 3/ 7/23 4:44Pn PURr-.. LAYOUT: Surface Id Purlin TYPe surface_Extend Left Right stub-Purl i n Left Riqht Total ROWS Peak space --set_space-- Space Row 2 zB 0.0000 0.0000 N N 2L 1.0000 3 zB 0.0000 0.0000 N N 2! 1_.0000 EAVE LAYOUT 5.0000 4.675L 4.8333 4.8333 4.675L s .0000 L 1 t9 19 L 1 hlal I rd Type l/l,eb orient offset Fl ange Rotate 2E0 4EO surface Id Pur'l i n Id surface offset 0.00 0.00 space I I PURLIN LOCATION 2 1 2 3 4 5 6 7I 9 10 Ll_ L2 13 L4 15 16 L7 18 19 zo 2L 1 2 3 4 5 6 8 9 10 1L L2 13 L4 15 L6 L7 18 3 ?.5790 7.254L L2.0874 ].6.9207 2j..7540 26.5873 3L.4206 36. 2 s39 4r.0872 4s.9205 50.7s38 s5.587L 2.5790 4.67sL 4. 8333 4.8333 4.8333 4.8333 4.8333 4.8333 4.8333 4. 8333 4. 8333 4. 8333 4.8333 4. 8333 4.8333 4.8333 4.8333 4.8333 4.8333 4.8333 4.8333 r.. 0000 60 65 70 74 79 84 89 94 99 100 4204 2537 0870 9203 5869 4202 25 35 0868 0868 1.0000 5.8333 10. 6666 15 .4999 20.3332 25.1_665 68.6662 73.4995 78.3328 83.1661 1. 0000 4.8333 4.8333 4.8333 4.8333 4.8333 4.8333 4. 8333 4.8333 4.8333 4.8333 4. 8333 4 - 8333 4.8333 4.8333 4.8333 4. 8333 4.8333 7536 29. 9998 34. 8331 39. 6664 44.4997 49.3330 54.1663 58.9996 63.8329 4o163 19 20 2L 87.9994 92.8327 97.s078 r.00.0868 4.8333 4.8333 4.6751 2.s790 PU .& EAVE STRUT surface Id Part ----Purli n-Lap---- Left Right rs-Fl g strap Eave strut 2 Bay Id L 2 3 4 5 6 7 8 LOx28zL4 t0x28zL4 10x28z'L4 L0x28zL4 10x28z'L4 LOxz82L4 t0x28zL4 LOx28zL2 ! t0x28zl4 2 L0x28zL4 3 !Ox28zL4 4 10x282L4 5 t0x28zL4 6 70x28z'L4 7 LOx28zL4 8 10x28212 3.0000 2.0000 2 .0000 2.0000 2.0000 2.0000 3.0000 3.0000 2.0000 2.0000 2.0000 2.0000 2.0000 3.0000 Part 3.0000 2.0000 2.0000 2.0000 2.0000 2.0000 3.0000 3.0000 2.0000 2.0000 2.0000 2.0000 2.0000 3 .0000 l-02DUo5b 1-02Duo5b 102DU05b 102DUo5b 102DUo5b 102DUo5b 102DU05b L02DUo5b 102DUo5b 102DUo5b L02DUo5b 1-02DUo5b 102DUo5b 102DUo5b l-02DU05b L02Du05b 0 1 2 2 2 2 2 2 0 L 2 2 2 2 2 2 3 ROOF BRACING: Bay Id Attach-Locate start End Type Dia 3 7 .25 Rod L6.91 nod 31.39 nod 45.88 nod 55.54 nod 65.20 nod 79.68 nod L00.00 nod 1-10.66 nod L25.L4 nod 134.80 nod L49.29 nod L63.78 nod t73.44 nod ].87.92 nod L92.75 nod 200.00 nod 7 .25 nod L6.91 nod 31.39 nod 45.88 nod 55.54 nod 65.20 Rod 79.68 nod 100.00 nod 110.66 nod L25.t4 nod 134.80 nod L49.29 nod 1.63.78 nod L73.44 nod L87.92 Rod 192.75 nod 2O0.00 nod 7 .25 nod 16,9L nod 31-.39 nod 45.88 nod 55.54 nod 4 0.00 7 .25 16. 91 31.39 45.88 55.54 65.20 79. 68 100. 00 Lr_0. 66 !2s.L4 134. 80 L49.29 163.78 L73.44 L87.92 192.75 0. 00 7 .25 r_6. 91 31.39 45.88 55.54 65.20 79. 68 100.00 110. 66 L25.L4 r_34.80 L49.29 L63.78 L73.44 L87.92 ,L92.75' o.oo 7.25 L6.9L 3r.. 39 45.88 7,/8RoD 3/4RoD 3/4RoD 3/4RoD 5,/8RoD 5/8RoD 5,/8RoD 5/8RoD 5,/8RoD 5/8RoD 5/8RoD 5/8RoD 3/4RoD 3/4RoD 3/4RoD 3/4RoD 7,/8RoD 7 /gRoD 3/ARoD 3/4RoD 3/4RoD 5,/8RoD 5/8RoD 5/8RoD 5/8RoD 5/8RoD 5/8RoD 5/8RoD 5/8RoD 3/4RoD 3/4RoD 3/4RoD 3/4RoD 7 /&RoD 3/4RoD 1/4RoD 3/4RoD 3/4RoD 5,/8RoD .875 .750 .750 .750 .625 .625 .625 _625 .625 .625 .625 .625 .750 .750 .750 .750 .87s .875 .750 .750 .750 .625 .625 .625 .625 .62s .625 .625 .625 .750 .750 .750 .750 .87s .750 .754 .750 .750 .62s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5of63 STRUT AT EAVE: hlal l Id 5,/8RoD 5,/8RoD 5,/8RoD 5/8RoD 5/8RoD 5,/8RoD 5/8RoD 5/8RoD 3/4RoD 3,/4RoD 3/4RoD 7/8RoD 3/4RoD 3/4RoD 3/4RoD 3/4RoD 5/8RoD 5/8RoD 5/8RoD 5/8RoD 5/8RoD 5/8RoD 5,/8RoD 5,/8RoD 5/8RoD 3/4RoD 3/4RoD 3/4RoD 7/8RoD Part option 55.54 65.20 79.68 100. 00 1r0.66 L25.14 134. 80 149.29 163.78 173.44 L87.92 L92.75 0.00 65 .20 79. 68 L00.00 110.66 L25,L4 l_34.80 L49.29 nod nod nod nod nod nod nod nod Rod nod nod nod Rod nod nod nod nod nod nod nod nod nod nod nod nod Rod nod nod nod 625 62s 625 62s 625 625 625 62s 750 750 750 875 750 750 750 750 625 625 62s 62s 625 625 625 62s 625 750 754 750 875 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r-63.78 L73.44 r87.92 L92.75 7 7.25 l_6.91 31. 39 45.88 55.54 65.20 79. 68 100.00 1L0. 66 r25.L4 134. 80 L49.29 163.78 L73.44 L87.92 L92.75 200 .00 7 .25 16.91 31. 39 45 .88 55.54 6s.20 79.68 L00.00 110. 66 L25.14 134.80 L49.29 163.78 t73.44 L87.92 L92.75 200 .00 2 4 4 4 4 Bay rd 3 4 6 3 4 6 7 Part HR066188 HR065188 HR056188 HR066188 HR066188 HRo66188 HR066L88 PURLIN STRUT: surface Id Brace Ittach conn 2 2 2 3 3 3 3 3 3 7.2478 7.2478 16. 9060 L73.4358 L87.923L L87.923L L87.923L 192.752? t92.7522 Bay Id 6 7 3 7 3 6 7 6 7 10x282L2 t0x28zL2 t0x28zLz LOx28zL2 HR066188 taxz8zL2 LOxzSzLz LOx28zL2 L0x28zL2 Typ€ rncreased pur'lin gage s9 rncreased purlin gage s9 hcreased purlin gage s9 rncreased purlin gage s9 strut between frames sc rncreased purlin gage s9 rncreased purlin gage s9 rncreased purlin gage s9 rncreased purlin gage s9 BOLT AT EAVE STRUT: wall rrame-Line rd rd rype -------gol t_Si ze------ No. Type Oia Washer Lap P'late 2 2 2 2 2 2 2 l_ 2 3 I 5 6 7 8 9 RF RF RF RF RF RF RF RF EW 2 2 2 z 2 2 2 2 2 ; N N N N N N 2 A3252 ^3252 ^3252 A325 2 A3252 ^3252 ^3252 ^3252 A325 0.625 0.625 0.625 0.625 0.62s 0.625 0.625 0.625 0. 625 6of63 2 2 2 2 2 2 2 2 2 N N N N N N : 0.625 0.625 0.62s 0.625 0.625 0.625 0.625 0.625 0-625 2 ^3252 ^3252 A325 2 ^3252 A3252 A325 2 ^3252 ^3252 ^325 RF RF RF RF RF RF RF RF EW 4L 42 43 44-:-.5 6 48 49 BOLTS AT PURLIN surface Frame-Line Brace rd Id Type Loc 3 192.75 192 -75 *-----Bol t-si ze------ No Type Dia washer 4 4325 4 ^3254 4325 4 A325 4 ^3254 A325 4 A325 4 ^3254 A325 4 ^3254 ^3254 ^3254 A325 4 A325 4 A325 4 A325 4 A325 4 ^3254 A325 4 ^3254 ^3254 A325 4 ^325 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 s00 500 s00 500 500 500 500 500 500 500 500 s00 500 500 500 500 500 500 500 500 500 s00 s00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 .25 7 .25 7 .25 L6.91 16.91 L6.91 31. 39 31. 39 31. 39 31.39 55.54 79.68 L75.14 L49.29 163.78 163.78 L63.78 L87 .92 L87.92 L87 .92 t92.75 RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF RF ; 4 5 3 4 5 L 3 4 5 L L 1 L 1 3 4 1 4 5 3 4 5 ;- 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 ? 7of63 83022822_A FRAMING SUMMARY: LCft ENdWA]]3/ 6/23 8:28pm LINE 1 RA,F7-O: Surf Td nafl naf2 2 3 RAFTER SPLICE -surface- rd Locate Type Part Length 1_00. 09 1-00. 09 :d ---Pl ate--- width rhick so]t Type eol t oia gol t Gage ---Top--- --Bottom- Row Space Row space 2 3 COLUMN 0.00 0.00 ----------pl ate-------- Type width uength rhick -----Anchor-eol t----- Type Oia Gage Row 3.50 2 3.00 2 3.00 0 0 Base gl ev nase-cf i p-so'lts No. Type Dia S3 6.00 0.375 0.000 0.625 0. 000 A325 A325 Id cri d offset tine Part Rot length co'l 2 col 3 co'14 col 5 co'|6 col 7 col 8 col 9 col L0 co'11-L '2 ,3 col 14 co] 15 col 16 co'lL7 col 18 col 19 col 20 col 21 BASE PLATE Id col 2 co] 21 CAP PLATE Id t,,1080FwB t,,0850DI,',L hlo860DllJL t.,0860DlilL Ill0860DwL w0860DwL WOS60DWL tlto850DwL v''0850DtlJL hlo860DtllL hro860DwL w0860DwL t',0860DwL WOS6ODWL hlo860DwL Illl0860DwL WO860DWL ll,0860DwL WOS60DWL w1080FwB 8. 15. 25. 35. 45. 55. 65. 75. 85. 95. r_05. 115. L25. 135. L45. 155. 165. L75. 185. 195. c.8 L 83 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 N 37.20 2.00 N 9.12 342.0 N 9.54 342.0 N 9.96 342.0 N 10.37 342.0 N L0.79 342.0 N 11.2t 342.0 N L1.62 342 .0 N L2.04 342.O N 12.46 342.0 N 12.46 342.0 N 12.04 342.0 N 11-62 342.0 N 1L.21 342.0 N 10.79 342.0 N 10.37 342.0 N 9.96 342.0 N 9.54 342.0 N 9.12 342.0 N 37.04 2.00 S3 s3 8. 00 8 .00 L0.00 0.375 1_0.00 0. 37s GR35 O GR36 O 750 4.00 2 750 4-00 2 0 0 -----eol ts----- No. Type Dia col 2 col 3 col 4 co1 5 col 6 col 7 cn]8 \. .rb col LL col 12 col 13 col L4 2 ^3252 A325 2 ^3252 ^3252 ^3252 A325 2 ^3252 ^3252 ^3252 ^3252 ^3252 A325 2 ^325 0 0 o 0 0 0 0 0 0 0 0 0 0 500 500 500 s00 500 500 500 s00 500 500 500 500 500 8of63 col 15 col 16 Col 17 col L8. .1.9 0 u-'11 2 A325 2 ^3252 A325 2 ^3252 ^3252 A325 2 ^325 0. 500 0. s00 0. 500 0. 500 0. s00 0. 500 0. 500 '{IDE OPENING LAYOUT openrd use 1" open 2 iIIDE OPENING FMMING: open laember Id Id --c1 ear-openi ng-- width Height stub Co'l umn Door e'l ev Mount wei ght --Bay_rd-- start End wedge uei ght 20 ]-.86.17 28.50 B ptember -Bay-Id Locate st end Member Part nttach offset conn Type rs_r1 9 Strap 1 tteaderl 3IRT LAYOUT: Bay Id 1 Locate Type Part ---Bay-offset-- start end 28.50 -r-.4H6xift52- s4 8X3OC12'S FOR THE FULL OPENING WIDTH AND SEGMENTED AT EACH STUB COLUMN ------Lap------ Flg Left night Rot --support- ::::ly: 7. 5000 13.1700 20.0000 25 .0000 30. 0000 36 .0833 ZF ZF ZF ZF ZF ZF 8x25z16 8x2 5216 8x25zL6 8x2 5216 8x25z'16 8x25216 8x252L6 8x25ZJ.6 0 .0000 0 .0000 0. 0000 0.0000 0. 0000 0.0000 8.8333 8.8333 8.8333 8.8333 8.8333 8. 8333 col col col col col co'l 0.0000 0. 0000 0. 0000 0. 0000 0 .0000 0 .0000 col col col co'l co'l col 0 .0000 0.0000 0. 0000 0. 0000 0. 0000 0.0000 D D D D D D 4 ) 5 6 7 32.0000 36.0833 32 .0000 36 .0833 32.0000 36 .0833 32 .0000 36.0833 ZF .::_ ZF -:'__ ZF ZF ZF 0. 0000 0. 0000 0. 0000 0.0000 6.L667 5.A667 0.0000 0. 0000 col col col co] D D D D D D D D D D D D D D D D 3 8x25zL6 8x2 5216 0.0000 10.0000 col 0.0000 1"0.0000 co] col col 0. 0000 0.0000 0,0000 0.0000 8x2sza6 8x25216 8x25216 8x25216 0.0000 L0.0000 0. 0000 1-0. 0000 col col Col col 0.0000 0.0000 0.0000 0.0000 D D D D D D D D 0.0000 10.0000 0.0000 L0.0000 col col Col col 0.0000 0. 0000 0. 0000 0.0000 D D 32 .0000 36 .0833 32 .0000 36 .0833 32 .0000 36.0833 32 .0000 36 .0833 32 .0000 36.0833 32 .0000 36. 0833 32 .0000 36 .0833 32 .0000 36.0833 32 .0000 36.0833 ZF _::_ ZF _:'__ ZF ZF _'_:_ ZF ZF ZF ZF ZF ZF _:'__ ZF ZF 0.0000 0.0000 0.0000 0.0000 8x25za6 8x25216 0.0000 10.0000 0.0000 10.0000 col col col col 8x25Z'16 8x25zL6 co'l col co'l co'l 0.0000 0.0000 0. 0000 0.0000 0.0000 10.0000 0.0000 10.0000 8x25z'16 8x25216 8x2521.6 8x2 5zl-6 co'l co'l col col 0 .0000 0-0000 0.0000 0.0000 0.0000 10.0000 0.0000 L0.0000 9 10 11 L2 0.0000 L0.0000 0.0000 10.0000 col col co'l col 0.0000 0.0000 0. 0000 0. 0000 8x25216 8x25zL6 col col col co'l 0.0000 0. 0000 0.0000 0. 0000 0.0000 10.0000 0.0000 1_0.0000 8x25zL6 8x25zL6 8x25zL6 8x25216 8x25zL6 8x25zL6 8x25216 8x25216 0.0000 L0.0000 0.0000 1-0.0000 col col col col 0. 0000 0. 0000 0. 0000 0. 0000 0.0000 10.0000 0.0000 10.0000 col Col col col 0.0000 0.0000 0.0000 0 - 0000 0.0000 10.0000 0.0000 10.0000 col col col col 0.0000 0.0000 0.0000 0.0000 0.0000 L0.0000 0.0000 10.0000 0.0000 0.0000 9of63 0. 0000 0.0000 t4 col col co'l col -;; L6 . L7 ;; 19 ;; 2t ZF _:'__ ZF _:'__ ZF _::_ ZF _::_ ZF ZF 0.0000 0.0000 0. 0000 0.0000 32 .0000 36 .0833 .. 32 .0000 35 .0833 32 .0000 36.0833 32 .0000 36.0833 32 .0000 36.0833 8x25216 8x25zL6 co'l Co'l col col D D D D D D D D ZF ZF 0.0000 10.0000 0.0000 10.0000 8x2 5216 8x25zL6 co'l co'l col col 0.0000 0.0000 0.0000 0.0000 0.0000 10.0000 0.0000 10.0000 D _:_ D D 8x2521_6 8x25z16 8x2521-6 8x2szlo col col co'l col 0.0000 0.0000 0.0000 0.0000 0.0000 10.0000 0.0000 1_0.0000 0.0000 L0.0000 0.0000 10.0000 co] colcol co-l 0.0000 0.0000 0.0000 0.0000 8x25216 8x25zL6 0.0000 10.0000 0 .0000 1_0. 0000 col col col col 0.0000 0.0000 0.0000 0.0000 32 .0000 36.0833 7. s000 13.1700 20 .0000 25.0000 30.0000 36 .0833 8x2 52L6 8x252L6 zF 8x25216 zF 8x25zLG zF 8x25zL6 zF 8x25zl6zF 8x25216zF 8x25216 0.0000 0.0000 0.0000 0.0000 0-0000 10.0000 0.0000 10.0000 col co'l col Co'l 0.0000 0.0000 0.0000 0.0000 0.0000 0. 0000 5.0000 s .0000 5 .0000 s.0000 5.0000 5.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 col col co'l col Co-l col D D D D D D col col co'l Col co'l co'l GIRT INSIDE FLANGE BRACE t'to . -Brace/eayL234 5 6 7 8 9L0r_1_L2 L3L4 1516L7 1819 0000000000000000000 00 10 of 63 83022822-A FRAMING SUMMARY: FTont Sidewa.I.I 3/ 6/23 8:28pm LINE M OPF'' ''q LAYOUT: Op''r Id -----Bay----- rd offset -------Openi ng-si ze------ width Height sill Note L 2 2.9792 3.3750 OPENING ]AMB,/HEADER/SILL : 7.7875 0.0000 open Bay rd rd Member offset Locate Part Length 1 2:amb-L 2.9792 0.0000 :amb-n 6.3542 0.0000 8x30c16 8x30c15 7.5000 7.5000 PARTIAL WALLS -Bay_Start- rd rd offset GIRT LAYOUT Bay rd Locate --aay-end*- rd offset reight 3 5. s834 61_L.0833 I L7.9L67 8 0.0000 Base t-eft Type lamb Ri ght :amb L 2 3 4 3 0.0000 3 r_5 .0000 6 11.8334 8 6.0000 0.5000 1.0000 1.5000 2. s000 B B B B ---Bay-Offset-- start gnd ------Lap------ Flg teft night Rot --support-left aight 7. 5000 13.1700 20.0000 25 .0000 30.0000 7. s000 13.1700 lr:: ZB ZB ZB ZB _1:_ za ZB ZB ZB -:: ZB ZB ZB ZB -:i_ ZB ZB ZB ZB _:i_ ZB ZB ZB ZB _:i_ ZB ZB ZB ZB _::_ ZB ZB 8.0000 8.0000 8. 0000 8.0000 8.0000 Part 8x25zL2 8x25zLz 8x25zL2 8x25zL2 8x25zL2 1.3333 1.3333 1.3333 L.3333 r..3333 col col co'l col col 0.0000 0.0000 0.0000 0.0000 0.0000 col col col col col 1.0000 1.0000 1.0000 1.0000 1_.0000 D D D D D D D D D D D D D D D D D D D _:_ D D D D _:_ 7. s000 13.1700 20 .0000 25.0000 30 .0000 3 7. s000 13.1700 20 .0000 25.0000 30 .0000 4 7. s000 r.3 .1700 20.0000 25 - 0000 30.0000 5 6 7.5000 13.1700:. 20.0000 25.0000 30 .0000 8x25216 8x25216 8.xZ5216 8x2 5zL6 8x25z'].6 8x25zL6 8x25zL6 8x25zL6 8x2 5216 8x25zL6 0.0000 0 .0000 0.0000 0.0000 0.0000 14, 0833 14.0833 14. 0833 1_4.0833 14.0833 1.0000 L.0000 1.0000 r..0000 1.0000 2 Co'l col col Col co'l col col col col co'l 1.0000 1.0000 1.0000 1_.0000 1.0000 0.0000 0.0000 0.0000 0.0000 0.0000 20 20 20 20 20 583 3 5833 5833 s833 5833 r..0000 1,0000 L.0000 1. 0000 1.0000 L.0000 1.0000 1.0000 1.0000 1.0000 col col col col col col col col col col 8x25zL6 8x25zL6 8x25zL6 8x25216 8x25216 0.0000 0.0000 0.0000 0.0000 0.0000 20. 5833 20. s833 20. 5833 20. 5833 20. s833 r..0000 1. 0000 1-.0000 1_.0000 1. 0000 L. 0000 1. 0000 L.0000 1..0000 1.0000 Co'l col col col col co'l Col Col co'l co'l 7 - 5000 r"3.1700 20.0000 25.0000 30 .0000 0.0000 0.0000 0.0000 0.0000 0.0000 col col co'l co'l col 1.0000 1.0000 1.0000 1.0000 1.0000 8x252L6 8x25216 8x25zL6 8x25zL6 8x25zL6 r.7.0000 L7.0000 17.0000 17.0000 1_7.0000 1.0000 1.0000 1_.0000 r..0000 1.0000 co'l co'l co'l Co'l co'l 8x252L6 8x2521.6 8x2 5zL6 8x25216 8x2 5zl-6 8x25zL4 8x25zL4 0.0000 0.0000 0.0000 0.0000 0.0000 col colcol col col col col colcol col 1.0000 1. 0000 1_.0000 L.0000 l_. 0000 22.9L67 22.9L67 22.9L67 22 -9L67 22.9L67 L. 0000 1. 0000 1. 0000 1.0000 L.0000 D D D D D 0.0000 22.9L67 0.0000 22.9L67 r.. 0000 1-.0000 11 of63 D D 7 co1 col col col 1. 0000 1.0000 20.0000 25 .0000 30 .0000 7. 5000 13.1700 20.0000 2s.0000 30 .0000 8x25zL4 8x25zL6 8x2 52L4 ZB ZB -'-: ZB ZB ZB ZB ZB 0.0000 22.9167 0.0000 22.9L67 0.0000 22.9t67 co'l colcol co] Col col 1.0000 1. 0000 r..0000 1.0000 1.0000 L.0000 D D D F 8x25zj4 9xZ5zl2 8x25zL4 8x25zl4 8x2szLz 0.0000 0.0000 0.0000 0.0000 0. 0000 23.9L67 23.9L67 23.9L67 23.9L67 23.9L67 co'l col col Col co'l co'l col co'l col col 0.0000 0.0000 0.0000 0.0000 0.0000 1. 0000 L.0000 1. 0000 1. 0000 L. 0000 D D D D D GIRT INSIDE FLANGE BRACE: ruo.-erace/eay L2345678 0000 WALL BRACING: 0000 Bay Id srace-Hei ght 8ot Top Type Part oia 3 4 WALL STRUT: 6 1-8. 00 38. 00 18. 00 38. 00 r.8. 00 38. 00 0. 00 18.00 0.00 18.00 0.00 18.00 nod Rod nod nod nod nod 1-,000 1.L25 1.000 L,L25 1-.000 1-.000 1.oRoD l--L18RoD 1.oRoD 1-L,/8ROD 1.oRoD l-.oRoD Bay Id Brace nttach strut Part strut Opti on 3 18.00 18. 00 18. 00 HR066188 HR066188 HR0661-88 strut At Brace strut At Brace strut At Brace 12 of 63 LINE 12 83022822_A FMMTNG SUMMARY: night endwal]3/ 6/23 8:28pm RAF--': --i Id Rafl- Raf2 naf3 Raf4 naf5 naf6 nafT RafS RAFTER SPLICE: -surface- fd Locate 2 30.15 2 53.292 76.44 3 0.00 3 22.64 3 4L.79 3 64.93 3 100.09 COLUMN: co] L col 2 col 3 col4 col 5 col 6 col 7 col 8 co]9 col L0 surf rd Part tength 2 2 2 2 3 3 3 3 w1260DWL w1260DwL hl1260DwL tll1260DwL h,1260DwL hJL260DWL w1260DwL r'J1250DWL ---Pl ate--- Type width Thick 30 23 23 23 22 19 1_8 l_5 15 6r. 61 15 15 L9 23 35 Bol t Type sol t oia eol t Gage ---Top--- --Bottom- Row Space Row Space 6.00 6. 00 6. 00 6.00 6.00 6.00 6.00 6.00 cri d offset tine Part 0. 375 0. 375 0.375 0. 37s 0. 375 0. 375 0. 375 0. 375 A32 5 A32 5 A325 A325 432 5 A32 5 A32 5 A325 0.62s 0.625 0.625 0.62s 0.625 0.625 0.625 0.52s 3 .00 ---Top--- --BOttOm- Row Space Row Space 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 00 o0 00 00 00 00 00 00 2323 232323 23 2323 50 s0 50 50 50 50 50 50 3 3 3 3 3 3 3 3 M M M M M M M s3 00 00 00 00 00 00 00 Rot Length Base e'l ev t.L7 28. 13 5L.25 36.03 37 .L7 38. 13 39.10 40.06 39. 31 38. 34 37.38 36.66 36.03 2 2 2 2 2 2 2 2 2 M K J I H G F E D.3 c wL060Dwl N W1860DWL N w1860DwL N w1860DwL N W1-860DWA N w1860DwL N W1860DWL N W1460DWL N W1460DWL N w1060DwL R 2 .00 74.38 97. 50 1"20.53 L43.75 166. 88 L84.04 199.33 00 00 00 00 00 00 00 00 00 COLUMN SPLICE ----Col umn--- rd Locate 37.26 38.23 37 .47 BASE PLATE Id ------P'l ate------ rype width Thick eol t Type 8ol t oia Bol t Gage col4 col 5 col 6 0. 375 0. 375 0. 375 0.625 0.625 0.625 2 2 2 ----------pl ate-------- rype width Length rhick -----nnchor-go'l t----- Type Dia Gage Row 3.00 Base-cl i p-Bol ts No. Type Dia 50 50 50 3 3 3 00 00 00 6 6 6 EE EE EE A325 A325 A325 3 3 2 2 2 00 00 00 00 00 3 3 3 col 1 col 2 col 3 r^-t 4 s3 s3 s3 s3 s3 s3 s3 S3 s3 s3 6.00 1-0 6. 00 1"8 6.00 18 6.00 18 6.00 18 6.00 18 6.00 r.8 6.00 t4 6.00 t4 5.00 10 00 0.375 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 0. 375 0. 375 0. 37s 0. 375 0. 375 0. 375 0. 375 0.375 0. 375 00 00 00 00 00 00 00 00 00 1,6 co'!7 co] 8 col 9 col 10 GR36 GR36 GR36 GR36 GR36 GR36 GR35 GR36 GR36 GR36 0. 7s0 0.750 0.750 0. 750 0.750 0. 750 0. 750 0.750 0.750 0.750 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 13 of 63 CAP PLATE T) L. , J" co] 2 col 3 co]4 col 5 col 6 co'|7 ColS col 9 col 10 FLANGE BRACE: Id col 2 col 3 col4 col 5 col 6 col 7 col 8 col 9 -----eol ts----- No. Type oia 4 A3254 ^3254 ^3254 ^3254 ^3254 A3254 ^3254 ^3254 ^3254 ^325 0. 500 0. 500 0.500 0.500 0. s00 0. 500 0. 500 0. 500 0. 500 0. 500 col side Part Brace_3t Gi rt-rd L R L R L R R L LLsr.51/8 115151/8 L1-51_s1l8 115151/8 11.5151/8 115151/8 115L51/8 1151s1/8 235 234 2345 2345 234s2345 234 24 OPENING LAYOUT open -----Bay----- rd rd offset -------openi ng-si ze------ width ueight sill Note 1 8 9 2 3 15.0000 L2.7708 0. 9583 170. 000 3. 3750 10.0000 30,0000 7.L875 10. 0000 20. 0000 0.0000 0.0000 OPENING ]AMB/HEADER/SILL: open Bay rd rd Member offset Locate Part length 11 28 39 0 0 0 0 0 0 B B B B B Id 2 4 6 7 8 5 6 7 8I :amb-t :amb-n :anb-t- :amb-n :amb-t- :amb-n Header 1s .0000 18s .000 L2.7708 16.1_458 0.9583 1_0. 9583 10 .0000 0.0000 0000 0000 0000 0000 0000 c8x18.75 c8x18.75 8x30cL6 8x30c16 8x30c16 8x30cL6 8x30c16 11. 5000 11.5000 7. s000 7.5000 l_3.1700 13.1700 10 .00009s 83 PARTIAL WALLS -Bay_Start- rd rd offset L 0.0000 2 LL.6875 4 A0.4375 6 9.1875 7 L9.L250 GIRT LAYOUT: --say-end-- offset xeight Base teft Type :amb R'ight :amb lt.4375 12.6875 13.9375 4. 0000 1.3750 2. 5000 2.0000 r_.5000 L.0000 0. 5000 Bi r,--,' Locate Type Part ---aay-offset-- Start end ------LaP------ r'lg Left night Rot --support- ::1 1t::: 7.5000 L3 . L700 1_8. 5000 8x25zL2 8x25zL2 8x30cl-2 0.0000 28 0.0000 28 0.0000 28 0.0000 0.0000 0.0000 14 of 63 L.0000 D 1-.0000 D 0.0000 DL2 50 ZB ZB ZB L250 L250 co'l col col 1 Co'l col col 20.0000 25.0000 30.0000 31. s000 3s.0000 7. 5000 r.3.1700 20.0000 2s.0000 30.0000 3s.0000 7. s000 r.3.1700 20.0000 25.0000 30.0000 35 .0000 7. s000 13.1700 20.0000 25.0000 30.0000 3s .0000 7. s000 13.1700 20.0000 2s.0000 30.0000 35.0000 7.5000 1"3.1700 20.0000 25.0000 30.0000 35.0000 co ZB co ZB _:7_ ZB ZB co ZB co ZB ZB ZB co ZB co _=_l_ ZB ZB co ZB co -,-:. ZB ZB co ZB co -:'__ ZB ZB co ZB co _::_ ZB ZB co ZB co _:i. ZB ZB co ZB co ZB 8x30cL2 8x25zL2 8x30c12 8x30cL2 8x25zL2 8x25z14 8x2'zLz 8x30c1.2 8x25zl4 8x30c12 8x25zL6 8x25zL6 8x2 5216 8x30c12 8x25zL6 8x30c12 8x25216 0.0000 0.0000 0.0000 0 .0000 0.0000 28.12s0 28.L250 28.1250 28. 1"2s0 28.L250 col co'l col col col col co'l col col Co'l 0.0000 0.0000 0 - 0000 0.0000 0.0000 0.0000 1_.0000 0.0000 0.0000 r..0000 D D U D D D D D D U D D D D D U D D D D D U D D D D D U D 0.0000 0.0000 0 .0000 0.0000 0.0000 0.0000 23.t250 23.L250 23.1250 23.L250 23.1250 23. L250 col co'l col col col col 1. 0000 1.0000 0.0000 1.0000 0.0000 1. 0000 L.0000 1 - 0000 0 .0000 L. 0000 0.0000 L.0000 col co'l Co'l col col co'l 3 4 5 8 7. 5000 13.L700 20.0000 25 .0000 30.0000 35 .0000 0.0000 0.0000 0.0000 0.0000 col Col col col col Col 1_.0000 1.0000 0.0000 1. 0000 0.0000 1. 0000 1_ 1 0 1 0 L ZB ZB co ZB co ZB 0.0000 23.L250 0.0000 23.L2s0 23. r.250 23.1250 23.1250 23.1250 col co'l col col co'l col 0000 0000 0000 0000 0000 0000 8x2521"6 8x25216 8x30c12 8x25zL6 8x30cL2 8x25216 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 23.L250 23.L250 23.L254 23. t_250 23. r"250 23. 12s0 col col col col co'l Col col col Co'l col col col 1. 0000 1.0000 0.0000 1.0000 0. 0000 1.0000 1. 0000 r_.0000 0.0000 1.0000 0.0000 1.0000 8x25zL6 8x2 5216 8x30ct-2 8x2 5216 8x30c12 8x2 5216 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 23.LzsO 23.1_250 23.1250 23 . l_2 50 23 . 1_2 s0 23.L250 col col co'l col col col L.0000 L. 0000 0.0000 1_.0000 0.0000 1. 0000 col col col col col Col 1-.0000 1.0000 0.0000 r_.0000 0.0000 1.0000 D D D D u D D D D D u D D D D D U D D D D D U D 6 7 7. 5000 13. r.700 20.0000 25.0000 30.0000 35 .0000 0 .0000 0 .0000 0.0000 0.0000 0.0000 0.0000 23.L250 23.L2s0 23.L2sO 23.L250 23.L250 23.L250 col col col col col co'l 0000 0000 0000 0000 0000 0000 1". 0000 L.0000 0.0000 1.0000 0.0000 1_.0000 8x25zL6 8x25zL6 8x30c12 8x25zL6 8x30cL2 8x25216 col col col col col col 1 1 0 t 0 1_ 7.5000 13.1700 20.0000 25.0000 30.0000 35.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 23.1250 23.1250 23. r"250 23.1250 73.t2s0 23. r.250 col col col Col col col 0000 0000 0000 0000 0000 0000 r..0000 1.0000 0. 0000 r..0000 0.0000 r-.0000 8x25216 8x25zL6 8x30cL2 8x25zL6 8x30cL2 8x2521.6 col co'l col col col co'l L 1 0 i" 0 1 8x25zL6 8x2 5216 8x30c1-4 8x25216 8x30cL4 8x25216 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 :amb co'l col co'l co1 co'l L7 .1667 t7.1667 L7.1667 17.1667 L7.L667 !7 .L667 col col col col col co'l 1.0000 L.0000 0. 0000 1. 0000 0.0000 1.0000 0.0000 1. 0000 0.0000 1.0000 0.0000 1.0000 9 SxZSzL6 8x25zLE 8x30c1.6 8x25zL6 8x30c16 8x25zLG 10.9583 0 - 0000 0.0000 0. 0000 0.0000 0.0000 15 L5 15 15 1"5 l_5 9s83 9s83 9583 9583 9583 9583 :amb co'lcol col col col co'l co]col col col col 0.0000 L.0000 0.0000 1. 0000 0.0000 1.0000 0.0000 0.0000 0.0000 0.0000 0. 0000 0.0000 GIRT INSIDE FLANGE BMCE: to, -B race/Bay1. 2 3 4 s6789 _.3 2 2 WALL BRACING: 22211 Bay erace-ueight 15 ol 63 Id Bor Top Type Part oia 3 WALL STRUT: 00 00 47 26 39 0-00 18 .00 0.00 1-8.00 L8 39 18 nod nod nod Rod 0.62s 0.625 0.525 0.625 5/8RoD 5/8RoD 5/8RoD 5/8RoD Bay Id 3 6 Brace nttach strut Part strut Opti on 18.00 18.00 8x25zL6 8x25zL6 strut At Brace strut At Brace 't6 of 63 83022822-A FRAMTNG SUMMARY: Back sidewa'l'l 3/ 6/23 8:28Pm LINE C OPF'' :'C LAYOUT Op-.r Td -----Bay-----rd offset ----*--Openi ng-Si ze------ i,Ji dth Hei ght si 11 Note 0000 3750 3750 3750 3. 3750 L0000 OPENING ]AMB/HEADER,/SILL : Bay rd Member offset Locate Part 6. 6875 14. s000 0.7604 8.5729 13.6875 2.6458 9.9583 2.4792 r_1.9583 3.9792 8.9583 7.L667 7.]..875 7.L667 7.L875 7.L875 7.L667 7.A875 7 .L875 7.L875 7 .L875 8. 0000 L 2 3 4 5 6 7 8 9 10 1L L 1 2 2 2 3 3 4 4 6 6 0000 87s0 0000 8750 5 3 5 3 3 5 3 3 3 5000 0000 5000 0000 0000 s000 0000 0000 0000 0000 0000 3 0 3 0 0 3 0 0 0 0 0 8750 open Id Length 11 2L 32 ^2 z 63 73 84 94 L06 r-1 6 Jamb-L lamb-R si 11 lamb-L lamb-R ramb-L lamb-R si'11 Jamb-L lamb-R lamb-L lamb-R lamb-L Jamb-R sill lamb-L lamb-R Jamb-L Jamb-R Jamb-L Jamb-R Jamb-L Jamb-R Jamb-L lamb-R Header 6. 6875 r.1.6875 3. 5000 14. 5000 r_8. 3750 0.7604 s.7604 3. s000 8.s729 12.4479 L3.6875 L7.5625 2.6458 7.6458 3. s000 9.9583 13.3333 2.4792 5.8542 11. 9s83 L5.3333 3.9792 7.3s42 8.9583 L6.9583 8. 0000 0.0000 0.0000 6.6875 0.0000 0.0000 0.0000 0.0000 0.7604 0.0000 0 - 0000 0.0000 0.0000 0.0000 0.0000 2.6458 0.0000 0.0000 0 .0000 0.0000 0 .0000 0.0000 0.0000 0.0000 0.0000 0. 0000 8.9583 8x30c16 8x30c16 8x30cL6 8x30c16 8x30c16 8x30cL6 8x30c16 8x30c16 8x30c16 8x30c16 8x30c16 8x30c1-6 8x30c1_6 8x30c16 8x30c16 8x30c16 8x30c16 8x30c1-6 8x30c16 8x30c16 8x30cL6 8x30cL6 8x30c15 8x30c1.2 8x30cl-2 8x30cL6 7.5000 7.5000 5 .0000 7. 5000 7. 5000 7. s000 7. 5000 5 .0000 7. 5000 7. s000 7 - 5000 7. 5000 7. s000 7. 5000 5 .0000 7.5000 7. 5000 7. 5000 7. s000 7.5000 7. 5000 7. s000 7. 5000 L3.1_700 r.3.1700 8 .0000 PARTIAL WALLS: -Bay-Start- rd rd offser Bay Id a --Bay-End-- rd offset Height Base Left Type lamb Ri ght lamb l_0 7 0.0000 8 0.0000 9.0000 u GIRT LAYOUTl Locate Type Part ---Bay-Offset-- start End ------Lap------ rlg Left Right Rot --support-left n-ight 7.5000 zB ,L3. L700 zB.'20.0000 zB 25.0000 zB 30.0000 zB 8x25zL4 8x25zL4 8x2SzL4 8x25zL6 8x25zL4 0. 0000 0. 0000 0 .0000 0. 0000 0.0000 23.9L67 23.9L67 23.9L67 23.9L67 23.9L67 Col col col col col 0. 0000 0.0000 0.0000 0. 0000 0.0000 L.0000 1.0000 1.0000 1.0000 1".0000 col col col col col D D D D D D1.0000 1..0000 17 of 63 2 7.5000 zB 8x25zL4 0.0000 22.9167 co] col r.3.1700 20 .0000 25.0000 30. 0000 - -- -- --- 7.5000 13. L700 20.0000 25.0000 30. 0000 7.5000 13.1700 20.0000 2s .0000 30.0000 7. 5000 13. L700 20.0000 25.0000 30.0000 7.5000 7.5000 13.1700 20.0000 2s .0000 30.0000 8x25zL4 8x25zL4 8x2 521_6 8x252!4 D D D D ZB ZB zs ZB 0.0000 22.9L67 0.0000 22.9167 0.0000 22.9L67 0.0000 22.9167 co'l co'l col col 1.0000 r..0000 L. 0000 1.0000 1.0000 1.0000 r". 0000 1_.0000 Co'l col col col ZB zg ZB ZB ZB za ZB ZB ZB _:?_ ZB ZB ZB ZB ZE ZB ZB ZB ZB ZB ZB 8x25zL6 8x252L6 8x25zL6 8x25216 8x25zL6 0.0000 0.0000 0.0000 0.0000 0.0000 22.9L67 22.9167 22.9167 22.9\67 22.9167 col col col Col col 1.0000 L.0000 r..0000 1.0000 1.0000 1_.0000 1.0000 1.0000 1. 0000 1. 0000 Col col co'l col col D D D D D D D D D D u D D D D U D D D D 4 8x252L6 8x25zj..6 8x25za6 8x252L6 8x25zL6 0.0000 0.0000 0.0000 0.0000 0.0000 L7 .0000 17.0000 17.0000 17.0000 l_7 - 0000 col col col Col col col col col co'l col 1. 0000 1.0000 1. 0000 1_.0000 r_.0000 1. 0000 1.0000 1.0000 1.0000 1.0000 5 8x25zf.6 8x2 5215 8x2 5216 8x25zL6 8x252L6 8x2 5216 8x25zL6 8x25zL6 8x25216 8x252.1.6 8x25216 0.0000 0.0000 0.0000 0.0000 0.0000 20. 5833 20. 5833 20. s833 20. 5833 20.5833 col co'l col Col col r_.0000 1.0000 1.0000 1.0000 l_.0000 1.0000 1.0000 1.0000 1_.0000 1.0000 co'l col col co1 co'l D D D D D D D D D D D 6 7 0.0000 16.9583 0.0000 0.0000 0.0000 0.0000 col lamb lamb co'l col co'l col col Col col col col 0.0000 0.0000 1. 0000 L.0000 1.0000 1.0000 8.9s83 20. 5833 20. 5833 20. 5833 20. s833 20. 5833 1. 0000 0.0000 1.0000 L.0000 1".0000 1".0000 9.0000 r.3.1700 20 .0000 25 .0000 30.0000 co ZB ZB ZB ZB co ZB ZB ZB ZB 8x30c16 8x25zL6 8x25216 8x2szLG 8x25zL6 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1.0000 1".0000 1.0000 1.0000 0.0000 1.0000 1.0000 1.0000 1.0000 L4 t4 t4 L4 L4 0833 0833 0833 0833 0833 col col Co'l col co'l co'l col Col Col col 9.0000 L3.1700 20 .0000 25 .0000 30.0000 8x30c1-2 8x25zLz 8x25zL2 8x25zL2 8x25zL2 6.6667 6.6667 6.6667 6.6667 6.6667 0-0000 0.0000 0.0000 0 .0000 0.0000 co'l co'l col col col 0.0000 r_.0000 1.0000 1. 0000 1.0000 0. 0000 0 - 0000 0.0000 0.0000 0.0000 col col co'l col col GIRT INSTDE FLANGE BRACE tto. _grace/gay L234 5678 2000 WALL BRACINGT Bay rd 0000 srace-uei ght Bot Top Type Part oia 3 5 6 18.00 38.00 r.8 . 00 38.00 L8.00 38.00 nod nod nod 1.12s 1.125 1_.1_25 l--1-,/8RoD L-L,/8RoD 1-1,/8RoD WIND BENT co'l umn rd Height Part -web-oepth- start end Bay I nafter I part 3 5 6 18.00 L8 .00 1-8 .00 W2OSOEWB w2080EI,JB !v2080EhlB r.9. 38 L9. 38 19.38 1_9.38 19.38 19.38 w2080EwA w2080EwA tltl2080EWA !t/ffi, ' -NT SPLICE: width rhick ;;;"----;;;'":$-;;;;;;Bay Id 18 of 63 50 50 50 444444 62s 625 625 0 0 0 00 00 00 I I 8 3 5 6 A325 0.750 3.50 A325 0.750 3.50 A325 0.750 3.50 €3 19 of 63 PAM LffiXl/4ffil/4 r252S3,l6 L2J2X1t8 L2XXIE L15151E 1151514 L15J61E Lt5l51/8 CUP ORDRN B,fi22822 mffi XFEPs XFBPS XFBE xs6Tr t(ssTl xsgTtsTl )(ssr1 GIP{DtrAILss $a 54 4-1 14l4 14 14 DeilNGR ffi amG Dts. 4'# 4'-S 9,(r 4'{" ,{'{F 3'4'${' z-v24 OMWN t7B41fr ro FBZ] FS2S 815 FE17 FB8 F€7 F86 FE{ SIDES FLANGE BRACE TABLE vto 2 3 4 5 etII Ammc Avls[on Rlf€. OO 81650 cRosssEcTtoN lnc 10 x 12'r il{ 1E 10 x I'x 17€' 12x I'x 31 4 3/16" 10x 1'x 17€ 7E' t0 x 1,/Z x 20-0 1ts'Ix9E x1g-77l$ Ix3/8'x 19€ 11/1s I x 3/8' x 184 Zl 6' 8 x 3E x lg4 t16' 8 r 3/6'x lg4 1'!n6' 8 r S'x 1C-7 7A' ullB@Fmg€ 1Z X l_ X$-lO tvtd12xgfx4+l0xrf x 17.€ 1/4'10x1E\W+ I x ll1'x 1g-7 leax#'r$?gt8 1E x2o.4 3/4j x 174 31tr3/4'x4'{ 10 10 12 8x5/8x38!271€i A \ 1W x 1g-l llt trHIE F+ EUILDIXGS 0.ffi 0.313 0.313 0.250 0.21e 0.1s80.i* M-U&-O 54.0/54,0 54.C/€.0 &0&_0 42.0no s2.o/3s.0s.mzn 34.d42.0 4.O48.0 46.0/t{.0 54.ors.0 12.W2.A 17'4 7E 17.813/1e20s lgtf 7E 19"8 1U {86 1/1d 185 {gld 1s4 ltir 1g\7 7tean 17€ 1t1d 1T47te. 0.219 0,250 0_313 0.500 L€ngtt 37{ 1tf t9-s 38'-3 11t1t 38'{ 5/r 1g.s47i11' 37',{ sflS WdSH 5517 4312 1250 2184 1N 414 Mdk &1-1 RF12 RF13 RF1{ RF,I{ RFI€ Rf1-7 RF1€ 1'+ r1/f 5€3fiel0' 518' 4,6117g 1E 4418F 5/* 3'$ d{6' fr8lffi 4 Fld6 SiE WHSI thlc* tefrtl 5.7S 0ffi 42,mo.2fi *.o70.250 5s.67o.8 52,V.0.250 4a,st0.2N 15.s0260 €.4ox {.€ 0.250 35.370250 33.150260 38.42 0.250 36.420250 33.15om s.$05 6.6o.N 43.4o.2fi 45,470.250 €.92o.m Lu0250 56.870t50 f,7.s30500 .42,00 sdfr M6* sr't8 sr10 sT20 st21 sT22 sTtgT10 sT11 srt2 sT13$14 sr'lw sT3s4 sTsft sTt5 sH8gfl7 sT7sn sP-1 sP-2 sP4 f^, iI l- ,1'{, T 3l I mt lrelk RF'-1 RF'.2 RFI.2 RFf2 RFt-2 RF'.9 RFI€ RFI4 RFI4 RF14s14 RFT€ RFI€ RF1.5 RF'{st{ RF'Strt-7 RFl-7 RFI-7 RFI.7 RFI4 TUBE BRACE: SEE SKETCH AND DETAIL 2t 1tie4A 16 note to detailing: Frame was ran in detailing and drawingl tabs to camber out the dead load deflection (2.56") due to the frame and purlins. Shims and shim details are to be provided at the haunch and ridge connections of this frame to be used as needed by the builder for field adjustment to maintain door clearance. frlumber and thickness of shims to be determined by rotating the rafter about the haunch to create an additional 2.2" of deflection. Holes and slots in the door support framing will need to be punched according to the deflected shape. Please see engineering with any questions. TUBE BRACE: SEE KETCH AND ETAIL RIGID FRAME ELEVATION: FRAME LINE 1 .4w 12 rn'\ 12 tslff 1ne ldlg l* rnt ADD THIS NOTE TO THE DRAWINGS SNUG TIGHT see page 63 for camber adjustment shims. d'i x il lll lll .The following clearances and deflections should be checked as the building is being erected to aid in door installation. Values given are at the ridge and are measured from the bottom of the ridge splice plate. Shims have been provided as needed to maintain the following elevations. 1. Clearance with frame and purlins erected: 38'0-9/16 2. Additional deflection from door support lraming:2.71" 3. Additional deflection {rom roof panel: 0.3" 4. Additional deflection from collateral load: 0.87" 53 wslB L3X3X1t4 12525316 t2)pxla L1515?18 115151/8tr9v1h cLtv ORDERM. 8,3022822 xgsfi XSSTI XFSPS XFBPSFAm xssfl ct lPibfran $8 sss '14 14 14 ffi E amcEDRf 4'"(r 4'"{| 5.$ 3-S 3'{ts{' mm g7!trvtB FB11 ru1 FBi}6w FB2T FB28 FB39 FNGE BRACE TffiI.E FWE LINE 3 1 2 4 5 6 7 Af,antcArdgton Rns, CO 8t6{i0 cRosssEcTtoN Tacionlc Mansomsnt GmD. lnc 10x1n"x2o4' I x tl 6'r i 9-7 7A' 12 x 1'r fl4 1/1tr 12x11Wx11\112| 10 x 1'x 17{ 1d16" 10 x 1E tNI lOr 1'x tru 1n6' 12x1 114'x114 1n" luvsr Cusbmsr 12xS'x45il/lSf 1, \ Al'v A-11 ll1d 12x98"x,16 11/'16' 10 x 5/A x 3f€ 7E SxtYxl9-778'8x34xSJ ldl$ 8 x 3/4'x 36'-1 13fi€t 10 r m'x 374' trHIE F+ IUILDIXGS 17LMe 17-1 1nt 17478 20ry lgq 7Eil{' 18Ll 15/16' '1611 13/18" 204' 2010 171' 0.500 0.375 0-375 0.313 0.313 0.5m 0,313 0.313 0.313 0.375 0.375 {.{v18.0 66.0/t0.0 60.0/60.0 m.0/s.0gLdm.0 m.m.0 eo,M;0.0 00.060.0 80.0t60,0m.w.o 48.Cv14.8 L&d 3715 1t7 1glf 38',.3 1rl1t 393 5A' 37'-5 5D' 37'4 54e WdgH 5130 1846 4.ga &2 Md RF2.2 RF2-1 RF26 RF2.6 RF2.7 f.o 1tr 11/{ 6'41/g3g 5tg/1d 0,500 47,75os 47.75 11t2 3A' 2', 4 4 4 I 4 4 A3152A9fr sT1 SP in 2-1 T" 1'4 i BI JI 1 sP"1 sP-2 8P€ RF2-Iw note io detailing: Frame was ran in detailing and drawingl tabs to camber out the dead load deflection (2.56") due to the frame and purlins. Shims and shim details are to be provided at the haunch and ridge connections of this frame to be used as needed by the builder for field adjustment to maintain door clearance. Number and thickness of shims to be determined by rotaiing the rafter about the haunch to create an additional 2.2" of deflection. Holes and slots in the door support framing will need to be punched according to the deflected TUBE BRACE: SEE s6sps. Please see engineering with any questions. SKETCH AND DETAIL {4 1F RIGID FRAME ELEVATION: FMME LINE 3 TUBE BRACE: SEE SKETCH AND DETAIL Arr 12 ?-? l4t ru t:. A\ l" u,u' I ADD THIS NOTE TO THE DRAWINGS SNUG TIGHT 19ld i/td @ see page 63 for camber adjustment shims. f -The following clearances and deflections should be checked as the building is being erected to aid in door installation. Values given are at the ridge and are measured from the bottom of the ridge splice plate. Shims have been provided as needed to maintain ihe following elevations. 1. Ciearance with frame and purlins erected: 36'2-314' 2. Additional deflection frorn door support framing: 0.53" 3. Additional deflection from roof panel: 0.15" 4. Additional deflection frorn collateral load: 1" 63 PART Bnxl/4 12.525318 12s253 1€Mlla 115151fr Lza2,jllIS t2J2X1B L15J61E Lt515t/8 115?518 cun ffirc- s3022822 qtPl XFBM XF8P8 )GBR}mm )€sTl xssTt xssTl xssTt xssrlKT1 DETAIL 54 54s 44 444 +4& o€stffi m aroEDts. t4"4[" 3',{ 4'-0' 4U"s{' 54" {-gs4' muff{ E*8g17d FB1 FB32 FB28 FB13 FS12 F821 FB27FM FB41FM SIDES FLANGE BRACE TABLE FMMELINE 4 5 8 7 vt0 1 2 3 4 6f I 10 Tectonlc Malrao€{nent GmuD. lnc Atanuc AvlsoonFItfia cOBt6SO cRoss sEcTtoN 10\1lZxN4' 12x3il4'x 18-53,/16' 12 t3,4" \ 1C.2 11116" 12\3t4'\ 19-2 1146' '12 x 3i/4'x 18 .5 lyl e 10 x 1P'x m'4' 12 x 314" x 1g-g 11nt 12x1 1/4'x1e31316' M t 1 1n' x?1L2 13nV 12x 1 1/4'x 1d3 13i8' 12r 94'x 19€ 11/16' 1 4 r d4- X &--lU g1 b" 10xgfx20'.d 12xVZ x19'.9112 12x?4'x16'-358' 14 x l'x t-5 !/{ 1,1 x 1'x 5€ 3tr '12 x:t{: x 16'€ 5tg 12t 1lZ t 19"8 1f7 10 x ?4 x20+ 12 x31lx3/-10918' 12 x:[f,x3f.10918' F+ BUILDII'CS EHIE 18'S 19155l1e 195tr16i 20'-{f 19r9'1/f 16€ 5/S 17-1' 2V+ 17',-1' t8r3 5JS 1S'4 1lZ 20'-f 0.313 0.313 0.313 0.500 0.500 0.625 o.3rb 0.825 0.5@ 0.s0 0.375 4_US.0gm.0 m.0s.o 58.04.0 44.0fi4,0 48.058.0 s8.0/66.0 m.0/47.1 M.Ot4f .1 f-160.0 ffi 0/58.0 58.0€.0 40.0/48,0 Lems 38€ 3ii8' 20'-1 3tt 384 ffi 38'{ 5A' m'-13t+ 16B 3E' 37'-0$16' W€hht *s7 742 7q1 e482 2. 5173 5173 Maft RF$ s3-7 RF3{ RF}] RF}2 RF}3 RF34 RF}s Dt* 1'{' 1'-2 118 4' 4 3r/4' 4 st4" 1!4 12 1n Pld6 6.7S 0.625 5S,75 6-750 0.625 58.75 lnlBd ov sT1 sT2 i 1 -i3' lr l" 1,, 'F' 1'5 SP€ RFSJ RF}8 TUBE BRACE: SEE SKETCH AND DETAIL TUBE BRACE: SEE SKETCH AND DETAIL 4€ 18 24 1il1e z4tr ruN 12 w \i7 f'i il1d @ RIGID FMME ELEVATION: FRAME LINE4 5 6 7 SNUG TIGHT \ 1 i3 PM ffi1/4 11525318 u526316 t2j(?x1ts L151516 LiD@fi/8 L2jl2X1fir L15151/8 L15151A L15t51,/8 I til6la CUP omgRiE, Bn228n, &tPi mru )GAPA XFBPSffim xssr't x$gTrY{Si )(sSTtxsgll xssTtxsgfl DESOER m DgALss 5€ 5€ 14 1.1 11 14 11 1.1 11 .E arcDts. 4.Ct# 4'.O" 9"0!d+3{| 4'-{r 4'.{l4S mwN E6cth B FB3:} 818 FBlO FB14 FB,l8 FW. FB38 FB37 FA:BBlS ffTA9t # SIDFS 2 2 2 1 1I 1 2 2 2 1 ?h 1 2 3 4 5IfI 0 10tl Tedonlc llansogfirent GrcuD, lnc Aflafi[c Avatonrilfe (:(} lt65o cRosssEsfloN 14r11r\31rZs1v 12x 1 'll4't1d4111€ 12 r 1'r lAd S' 5E"x 18.11 1/8' 5/8'r lCA $t' 5/8'x lg+ 3/4" 5/8'xlg!1 lts' 1E tzJ-1Afie 12 x 1'r 18{ 5/B'12x11l4'x15€lfid 14*118\3112sfi8" 12x t0x 12x 12t 12x (J@Hmge 14XddX&!lUUlO' 14x 1'rE{gt$ 12x l'x 15{ 13fif'l2taA'x 194 llt 10tM" t2A-1O 1E 12 x t'r 38'-1 9'!61 12 x 1' r 3g-4 g1€r 10 r 8rtr r 2O-1O 1/,|l 121%'xlA81l+ l2 x 1'x lt€ 13fi6' 14 x 1'x 6'4 gl€f F+ BUILDII{G3 trHIE 4,Wr1,151.itr.o 87,A/S.0s.0t*.0 4,t.(y53.S 53.9/s5.0 55.0/8.0 6,0i€e,0 e.oitg.0 6aoa5-0 56.O53.S 5AC/44.0 &.0,58.0s-ffi.8 s7.0r5r.1 t5€ 131C 18S 1/4' 18110 114'2+ '18U't' 19{ s/le 19'.5 srte 18!11'2T 0.500 u+ 1t-1 1t+ ow0 o.u5 18110 1/4' 18,-5 114' 15'413ne 17'-1 1W 0.375 0.5m 0.500 0.€as lsu0r 37{ ryIF g'1ilr 21',-S 368 5lA s8,,0 5/d 21',4 34'-{ ylB' 37'4 tl€f wdd{ 751E s79 2570 5501 s1 2570 8878 7n1 M* tr+2 RF,l{ RFg RF6 SA RF+7 s4 6!731f 4€ 7F 5q st€i e-l r/8' 5g gta l't 1181'4 M.t'-c 1.1'-(f 11t4' Mh 6,750 0.@5 68,75 8.750 0.@5 68.75 Bot ltrl SzEwffi 41 sTl sr2 jrf lelFrrr Mei( aP-1 SPP sP3stu sP.5 SnFFEl.lc k* RF+,l RF4€ TUBE BRACE: SEE SKETCH AND DETAIL TUBE BRACE: SEE SKETCH AND DETAIL 44 lff ?'e 13id Ae 12 t*b RIGID FRAME ELEVATION: FRAME LINEg 10 SNUG TIGHT Il 63 Hffi ffiE B&ngn H€ilSER DEICNB, m MARK DRAil 3/$2t Eltrdl Tsdonlc Manilament GrouD. hrc Atr€t|lcAvt€0onIllie OOSla$l cRoss sEcnoNtrHIEF+ EUILDIXGI Phsb IlVld$r llick lsdfl 8&1 13.7!0 O3r3 ro38 L6mfi os -solt-Td/ 8d Te Dlt Tcm l* 1'"* h6d &@ J 1 tvFt Spllce lreil f ! T g' POf{TAL FRAIIETO FRAIT'E @LIJMN *_!$€q_tmns PORIAL FRAMEL@ATION i L1s _ r4.t _J PORTAL FMME: FRAME LINE C SNUG TIGHT )o l.rl.lGTtl ofiERl€. B3n,22822 MEfiBER *stoxER TRT I,IARK wF{ RN gM Aldt T€cft|b Mlna$mont GloUD' lnc AEAME AVEI T Rlfie OO A165ll cRosssEcTloNEHIEF4 autLDlllGt ldffi HEb Y@W]M o3'r3 1g3g8St ]sm J,"* 1 lm a.m 0.7ru0,m J 1 l'Yf.l AWHEffi ruElM 4WN PORIAL FRAI'E TO FRAME CollJlff.l FRAME Co{lmf, 4UMN __a$cE_l.&TN PORTAL FRAMELOCATION Fl J'+ rs-it' 1'{ r r sr- f 6o PORTAL FMME: FRAME LINE C SNUG TIGHT@ 63 oRrRr*t Bfi2zAn DEBRB lRr DRAmr g18 1ffi Atafllc AYlarpn Rtfia CO 8t65O PARTTflON ANGHOR RoD 0qrDwg) Tgcbdc lrtanangmdt G]oUD, lnctrHIEF+ BUILOIXGS MAXIMUM REACTION -t a(kF OMtd I I E. 7 r-PARTITION WALL PLAN fJ v1 tml[xmR-1 I 0rocr6 h". sw?fin offit6. mwtMmts ffi m m !@ M6 ,\!aI[C AUAOn Rlde, COAISSO TadonblibfrffiimdGdlb- lnc PARIMON DRAWNG 5hr"1FF#GENEML NOTES: G w za l- I I t, I PART]TION l FRAMING .i63 EC74 mm BMaN I2 ffi E ffi !@ tO2trrAilAflrcAVE@NRlllc OOBI6SO PARTITIoI'I DRAWNG TeenbMenmniltcldD- lrcsHI-TFF#GENEML NOTES: 1 l- I z4 l f, I PARTITION 2 FRAMING I )(' 83022822-A Design warning Summary 3/ 6/23 8:29pm DES'-': CONTROL Ilr. g I ROOF (1.5)PARTIAL WALLS vllal'l -2 wRN(Pw-130) : wal I -3 tl,RN(PW-130) : l'Jal I -4 WRN(PW-130) r wal'l -5 wRN(Pw-130) : wal 1 -6 I,JRN(Ptv-130) : hla'l'l-7 hlRN(Pt,ll-130) : t,va'll -8 h,RN(PW-1_30) : wal'l -9 wRN(Ptl/-1-30) : t^tal I -* lvRN(PW-l-30): Jamb lamb Jamb Jafib lamb lamb Jamb Jamb lamb type tyPe type type type type type type type not not not not not not not not not sel ected sel ected sel ected sel ected sel ected sel ected sel ected sel ected sel ected LEFT ENDWALL HEADER BEAM Member hlRN(BHM-202) hlRN(BHM-203) tlt'RN(BHM-204) WRN(BHM-206) RIGHT ENDWALL No warni ngs I FRONT STDEWALL No warnings I BACK SIDEWALL No Warni ngs ! ROOF PANEL Anti Roll WRN(PRA-206): Deflection > Limit PARTITION WALL No Warnings! R]GID FRAME #1 see sketch lor SAB see sketch and detail for tube bracing see sketch and detail for tube bracing shear > limit Moment > Limit exiat + Moment > Limit header was modeled full length, needs to be segmented at oeflection > Limit each stub column FRAME FLANGE BRACE Member wRN(NFM-403): Bolt oiameter < nequired RIGT^ FRAME #2 .AME FLANGE BRACE Member WRN(NFM-403): Bolt Diameter < nequ'ired RIGID FRAME #3 29 of 63 FRAME FLANGE BRACE Member WRN(NFM-403): Bolt Diameter < Required RI( TAME #4 FRAME FLANGE BRACE Member WRN(NFM-403)i Bolt Diameter < Required see sketch and detail for tube bracing see sketch and detail for tube bracing 30 of 63 83022822_A Detail ldarning summary 3/ 6/23 8:30pm ENDPa' -L --: warni ngs ! PARTITION WALL No Warnings! RTGID FRAME #1 No Warni ngs ! RIGID FRAME #2 Ho warningsl RIGID FRAME #3 No Warnings! RIGID FRAME #4 No warnings! dTND FMMING No warnings! No Warnings! BOM { .'.r 31 ofA3 canopy terminates at 1'0 from the left endwall building line @@@o e @ SOLDIERS TERMINATE AT SOLDIERS TERMINATE AT 15'0, GIRTS ABOVE ARE FULL BAY wrDTH. WITH (2) ROWS OF SAG ANGLES. 15'0, GIRTS ABOVE ARE FULL BAY wrDTH W|TH (1) ROW OF SAG ANGLES. @ \7 -@ PROVTDE (2) ROWS OF BLOCKING FROM THE 20'GIRT TO THE 35'GIRT FOR SIGN SUPPORT. FIELD LOCATED @ /A @ o o @ @ t3 I l l ,/ l\I I I ll E30??,* ? B fno.nrin -0.out 5/?3 reRin B30,228n 2 ffi TAf mAm {M rraF Tsdonlc llanaoom€tt GlDu!, lnc AtrdrucAvmonRlie CO 8165t) ROOF FRAMINGF+ AUILDII{G3 trHIE --t m I +- ---_lL____l soldier support beams are al 15'0 fL -l ___l soldier support beams are at 15'0 s-'01 II ^e&'^ri.@' -f T L-f I I I i I l I tt_ i I I t Cr-o,Otr4, Q.o .,] l_f _l- d+e *,q L &t: Hgn tut7f ROOF FRAMING PLAN GENERAL NOTES: Ihb m b qdy r@d bi r&r Min. ff ad beiB lnffio. R€lbr b addl0ocd p€gs of t6 Wn Pad.aog ftr ofE lMb€r rlos Msbdsts4lsbd s fr pq8 dl db uped f lH dftubdy ln k D6lgn Padagp. )(' 83022822_B FRAMING SUMMARY: ROOf 3/ 6/23 2:01pm PURL-.. LAYOUT: surface purl i n TypeId surface-Extend Left Right stub-Purlin total teft night Rows --set_space-- space Row peak Space 2 zB 0.0000 0.0000 N N 11 ange Rotate 0. 00 6 r_.0000 4.8594 1 54. 8333 EAVE LAYOUT wal I rd rype web orient offset +FOI PURLIN LOCATION: surface Id 2 2 pur'l i n rd surface offset space PURLTII SIZE s. .ce Bay rd rd Part 4.8594 4.8333 4 - 8333 4.8333 4.8333 4.8333 1. 0000 ----pur'l i n-Lap---- teft Right L 2 3 4 5 6 4. 8594 L6927 14. 5260 19. 3 s94 24.1927 29. 0260 30.0250 rs-r1 g strap L L0x28zl2 2 LOx28zL4 3 L0x28zl44 L0x28zI4 5 LOx28zL46 1ox28zL4 7 LOx28zL2 3 .0000 2 .0000 2 .0000 2 .0000 2 .0000 3 .0000 3.0000 2.0000 2.0000 2.0000 2.0000 3.0000 L 1 1 1 1 L 2 EAVE STRUT SIZE wa] I Bay rd rd Part ----Eave_Lap---- t-eft n'i ght 4 ROOF BRACING: g ,ttach-Locate !. 'Start end Type Part 1 2 3 4 5 6 7 8 9 L02DUo5b 102DUo5b 1_02DUo5b 102DUo5b l-02Duo5b 102DU05b L02DUo5b 102DUo5b L02DUo5b Dia 2 6 0. 00 14. 50 0.00 nod nod nod 5/8RoD 5,/8RoD 5,/8RoD 0.625 0.625 0.625 14. 50 30.00 L4.50 34 of 63 14.50 30.00 BOLT AT EAVE STRUT: wat''-Frame-Li ne Rod 5/8RoD 0.625 -------Bo'l t-si ze------ No. Type Oia Wasrrer Lap Pl ate 2 2 2 z 2 2 2 2 4 4 4 4 4 4 4 4 4 4 .! 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 9 10 11: RF RF RF RF RF RF RF EW RF RF RF RF RF RF RF RF RF EW 2 A325 2 ^3252 A325 2 A325 2 A325 2 A3252 A32S 2 A3252 AZZ' 2 ^325 0.625 0.625 0.625 0.625 0.625 0-525 0.625 0.625 0.62 5 0.625 2 2 2 2 2 2 2 2 2 2 35 ol 63 83022822-B FRAMING SUMMARY: LEft ENdWA]]3/ 6/23 2:01Pm LINE 1 RAFT'q: Id Surf rd Part Length 30.03Rafl 2 RAFTER SPLICE: -surface- rd Locate Type COLUMN Id cri d offset Li ne Part Rot Length ---Pl ate--- lvidth rhick eol t Type eo] t Dia gol t Gage ---Top--- Row Space --Bottom' Row Space 2 30.03 s3 6.00 0.375 A325 0.625 3.50 2 3.00 2 3.00 Base el ev CAP PLATE rd -----go'l ts----- No. Type Dia OPENING LAYOUT open Id -*---Bay-----rd offset -------openi ng-si ze------ width neisht si11 Note r. 3.0000 24.0000 16.0000 OPENING ]AMB,/HEADER/SILL : 0.0000 open Id Bay rd Member offset Locate Part Length 1 l- ramb-L 3.0000 lamb-R 27.0000 Header 1-6.0000 0. 0000 0.0000 3.0000 c8x11.5 c8x11.5 8x30cL6 L7.7500 t7 .7s00 24 .0000 GTRT LAYOUT: Bay Id Locate ---Bay-offset-- start end ------LaP------ 11g teft night Rot --Support- left night 1 3.7500 3.7500 7.5000 7.5000 10.327L L0.327L 13.1700 13.1_700 L7.7500 18.7500 20 -0000 22.5000 25 .0000 27.5000 30.0000 12.5000 3s.0000 8x25z'f.6 8x25216 &x25216 8x25216 8x25zL6 8x2szAG 8x25216 8x25zL6 8x60D12 8x25zL6 8x25zl4 8x25zl2 8x25z]'2 8x25zL2 8x25zL2 8x25zL2 8x60D16 0 .0000 27 .0000 0.0000 27 .0000 0.0000 27.0000 o.0000 27 .0000 0.0000 0 .0000 0.0000 0 .0000 0.0000 0.0000 0.0000 0.0000 0.0000 3 .0000 30 .0000 3 .0000 30 .0000 3.0000 30.0000 3.0000 30. 0000 30. 0000 30.0000 30.0000 30.0000 30.0000 30 .0000 30.0000 30 .0000 30 .0000 col :amb col :amb col lamb col lamb col col col co1 col col Col col col :amb col :amb col lamb col :amb col col col col col col col col col Col 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0 .0000 0.0000 0.0000 0.0000 0.0000 0 .0000 0.0000 0. 0000 0. 0000 0.0000 0. 0000 0.0000 0 .0000 0.0000 0.0000 0 - 0000 0.0000 0. 0000 0. 0000 0.0000 0. 0000 0. 0000 0. 0000 0.0000 ]T: za ZB ZB ZB ZB ZB ZB ZB DF ZF ZB ZB ZB ZB ZE ZB DF Part D D D D D D D D D D D D D D D D D GIRT INSIDE FLAN€E BRACE Ho, -erace/eay 36 of 63 1 2 LINE 12 B3C l_B FRAMING SUMMARY: n'ight endwa'I1 3/ 6/23 2 :01"pm 37 of 63 LINE 12 FTAFTER: Rafl 2 MFTER SPLICE: -surface- rd Locate surf rd Part Length W1660DWL 30.03 ---Pl ate--- rype width rhick Bol t Type Bol t Dia Bo"lt Gage ---Top--- Row Space --Bottom- Row space 2 o.o0 s3 6.00 0.375 A32s 0.62s 3.50 2 3.00 2 3.00 COLUMN: Id Gri d offset tine Part col2 29.33 A $J1060DWL BASE PLATE: Id ----------Pl ate-------- Type width Length Thick Rot Length R 3s.44 -10.0 -----nnchor-eol t----- Type Oia Gage Row Base el ev ease-c1i p-ao'l ts No. Type O'i a co'|2 CAP PLATET Id s3 6.00 10.00 0.375 cR36 0.750 4.00 2 0 -----gol ts----- No. Type oia 4 ^325 0.500 GIRT LAYOUT Bay Id Locate Type Part ---gay-offset-- start end ------Lap---r-- F'lg t-eft ni ght Rot --support-left night L GIRT INSIDE FLANGE BRACE ruo. -erace/eay 1- 3.7500 s .0000 7. s000 9 .0000 10.327L 13 - 1700 ]-s .0000 1.7. 5000 20 .0000 22.5000 25.0000 27. 5000 30 .0000 32.5000 34 .0000 8x25zL2 8x25zL4 8x25zL4 8x25zL6 8x252'1,4 8x25212 8x2szLz 8x25zL2 8x25zL2 8x25zL2 8x25zl2 8x25zL2 8x25zLz 8x25zL4 8x60D16 0.0000 0.0000 0.0000 o.0000 0.0000 0.0000 0.0000 0 .0000 0 .0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 30. 0000 30.0000 30.0000 30. 0000 30.0000 30.0000 30.0000 30. 0000 30. 0000 30.0000 30 .0000 30. 0000 30. 0000 30.0000 30 .0000 0.0000 0.0000 0.0000 0.0000 0.0000 0. 0000 0.0000 0.0000 0 .0000 0.0000 0.0000 0 .0000 0.0000 0. 0000 0.0000 0.0000 D 0.0000 D 0.0000 D 0.0000 D 0.0000 D 0.0000 D 0.0000 D 0.0000 D 0.0000 D 0.0000 D 0.0000 D 0.0000 D 0.0000 D 0.0000 D 0.0000 D ZB ZB ZB ZB ZB ZB ZB ZB ZB ZB ZB ZB ZB ZB DF col col col col col col Col col co'l co1 col co'l co1 col co'l col Col col col col col col col co1 col Col col col col col 2 38 of 63 B3A22822-8 FRAMING SUMMARY: BACK SidCWA]]3/ 6/23 2:01pm LINE A RAFT'- offset Length Part nafl naf2 0.00 L27.92 ll,1060DwL w1-060DWL 23.92 22.08 COLUMN rd cri d offset tine Part Rot Length Base El ev col 2 col 9 BASE PLATE: 9. 58 139. 50 w1060DWL wL060DWL ----------Pl ate------*- rype width t-ength rhick N -1_0.0 N 0 -----Anchor-eol t----- Type Dia Gage Row Base-Cl i p-Bol ts No. Type Dia 10 36.78 35. 78 Id col 2 co]9 EB EB 5.00 10.00 0.37s 6.00 L0.00 0.375 GR36 0.750 GR36 0.750 4.00 2 4.00 2 0 0 CAP PLATE Id -----gol ts----- No, Type Oia co'l2 col 9 2 ^3252 A325 0.750 0.750 oPl'LAYOUT open -----Bay----- rd rd offset -- --- --openi ngr-S'i ze- - - * - - t,rtidth Height sill Note 3.1875 6. 8438 1'3.6979 1_3. 1667 1.0000 1L.0625 3.6042 8. 0000 2.4L67 1- 8958 oPENTNG IAMB,/HEADER,/srLL 1 2 3 4 5 6 7 I I L0 2 3 3 4 5 5 6 7 8 9 5.5833 5.5833 5. 5833 85 .0000 5 .0000 3.3750 r.0.0000 6 .0000 6 .0000 3.3750 7 .1667 7,L667 7.L667 30. 0000 7.L667 7.L875 L2.0000 7.L667 7.L667 7.L875 0.0000 0.0000 0.0000 20.0000 0.0000 0.0000 0.0000 3. 5000 3. 5000 0.0000 open Id L 2 3 4 5 7 8 Bay -:: uember offset Locate Part Length 2 Jamb-L :amb-R 3 :amb-t lamb-R 3 :amb-t- Jamb-R 4 Jamb-L lamb-R 5 ramb-L :amb-n 5 lamb-L lamb-n 6 :amb-t- :amb-n ueader 7 :amb-t- 3.1875 8.7708 6. 8438 L2.427L L3.6979 L9.2812 L3.L667 98.1667 r".0000 6.0000 11".062 5 L4.4375 3.6042 L3.6A42 12,0000 8. 0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3.6042 0.0000 8x30c16 8x30c16 8x30c16 8x30c1.6 8x30c16 8x30c16 8x30c12 8x30c12 8x30c16 8x30cL5 8x30c16 8x30cL6 8x30c16 8x30c16 8x30c16 8x30c16 7. 5000 7.5000 7. s000 7. 5000 7. 5000 7. s000 10 .0000 r-o.0000 7.5000 7.5000 7.5000 7.5000 L3.1700 1_3.1700 10 .0000 7. s000 39 of 63 9 lamb-R 14 si'l 'l 3 8 lamb-L 2 lamb-R 8 sil] 3 9 :amb-t- 1 :amb-n 5 8x30cl-6 8x30c16 8x30cl-6 8x30cL6 8x30ci.6 8x30c16 8x30c16 ---Bay-offset-- start end 0000 5000 4L67 4467 5000 8958 2708 Part 0.0000 8.0000 0.0000 0.0000 2.4167 0.0000 0.0000 7. s000 5 .0000 7.5000 7. s000 6 .0000 7. s000 7. 5000 ------Lap------ Left night note, girts below 15'O in bays 1 and 7 are cut by soldier columns. gins above are full bay width. see sketch 23.9'166' GIRT LAYOUT: Bay rd Locate -d 'la --- 2-,{7.5000 1b 13.1_700 --support-left night Flg ::: D D D D D D D 3.7500 7. s000 13.1700 L8.0000 20.0000 2s.0000 30 .0000 0.0000 0.0000 0.0000 0.0000 0.0000 0 .0000 0.0000 col col col col col col Col lr:: zo ZB ZB zo co ZB ::_ ZB ZB 8x25z16 8x25zL6 8x2 5zL6 8x25zL4 8x30c12 8x25zL6 8x30c12 9.s833 9.5833 9. 5833 col Co'l col col col col co'l 0.0000 0.0000 0.0000 0. 0000 0.0000 0.0000 0.0000 0.0000 0000 0000 0.0000 0000 0000 0000 1 t 0 0 1 8x25zL6 8x25zL6 0.0000 14.3333 0.0000 L4.3333 col col col col L 1.0000 D 1.0000 1.0000 2 v ,/ 7. s000 13.1700 20.0000 2 5 .0000 30 .0000 7.5000 L3. L700 20.0000 25.0000 30.0000 7. s000 1"3.1700 20.0000 2s.0000 30 .0000 7. 5000 L3.1700 20.0000 25 .0000 30.0000 ZB za co ZB _::_ ZB ZB co ZB -:: ZB ZB co ZB co ZB ZB co z8 -:: ZB ZB co ZB _::_ ZB 8x25zL6 8x25zL6 8x30c12 8x25216 8x30cL2 0.0000 0.0000 0.0000 0.0000 0.0000 22.9L67 ?2.9L67 22.9467 22.9L67 22.9167 col co'l col col col col col col co1 col L. 0000 1_- 0000 0.0000 L. 0000 0.0000 1.0000 1.0000 0.0000 1. 0000 0.0000 D D D D _:_ D D D D _:_ D D D D :_ D D D D :_ D D D D _:_ D jr./ 7.5000- 13.1700 20 .0000 2s.0000 30.0000 8x2'zLG 8x25zL6 8x30c12 8x2szLE 8x30c1-2 8x25za6 8x2 52l-6 8x30c1"4 8x25zL6 8x30cL4 0 .0000 0.0000 0.0000 0.0000 0.0000 22.9L67 22.9167 22.9a67 22.9L67 22.9L67 col co'l col col col 1.0000 1.0000 0.0000 1. 0000 0.0000 col co'l col col col 1.0000 1.0000 0 .0000 L.0000 0.0000 4 0.0000 0 .0000 0.0000 0.0000 0.0000 L7 L7 t7 t7 L7 0000 0000 0000 0000 0000 col co'l Col co'l col :amb Col col co'l col r..0000 1.0000 0.0000 r_.0000 0.0000 0.0000 1.0000 0.0000 1.0000 0.0000 8x2 5216 8x25zL6 8x30c12 8x2521-6 8x30cl-2 8x25zL6 8x25216 8x30cl-4 8x25276 8x30c14 :amb colcol col col col col colcol col 0.0000 r_.0000 0.0000 L. 0000 0.0000 t3.6042 0.0000 0 .0000 0.0000 0.0000 20. s833 20. 5833 20.5833 20, 5833 20. s833 1_.0000 L.0000 0.0000 r..0000 0.0000 t/ tr 6 0.0000 0.0000 0.0000 0.0000 0.0000 20 20 20 20 20 5833 5833 s833 5833 583 3 col Col col Co'l col col co'l col co'l co'l 1_.0000 1.0000 0.0000 1. 0000 0.0000 1..0000 1.0000 0. 0000 1. 0000 0.0000 ---,/------- ,f 7.5ooo 8x25zl6 0.0000 11.5833 co] co] 1.0000 1.0000 7a / 7 7.5000 L3. L700 20 .0000 r5.0000 J0 .0000 ZB ZB co ZB co 8x25z]5 8x25z16 8x30cL2 8x2szLG 8x30c1-2 9.L667 9.A667 1.0000 1.0000 0.0000 1. 0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 col col co'l col Col col col col co1 col -;- D D D U G]RT INSIDE FLANGE BMCE: 0 3 'l 0 D ruo . -erace/eay 0.0000 0.0000 0.0000 0.0000 0.0000 20.75' 40 of 63 L23456789 1111 i,ALI''^CACING: Bi., Id 111L0 Brace-Height Bot Top Type Part oia 4 18.00 36.75 Rod 3/4RoD 0.750 i,TND BENT 8ay rd Height Col umn Part, -hleb-Depth- start End I Rafter I part 4 18.00 w1780DwA 16.50 16.50 ilrND BENT SPLICE: Bay rd tJi dth tJ1460Et,lll -----------Bol ts----------- Thick Type Dia cage Row space 4 8.00 0.625 A325 0.625 3.50 4 4.50 :_'_,) 41 of 63 83022822-B FRAMING SUMN4ARY: EXTENSiONS 3/ 6/23 2:01pm CANON}'. LAYOUT WA --Bay_rd-- opt start CANOPY BEAM & CONNECTTON wall ext column rd rd Line use Part end 2 4 9 2 4 9 4.27 4.27 4.27 4.27 4.27 4.27 0. 33 0. 33 -1. 00 0.33 0. 33 -1. 00 -Edge-Extend- width ueight slope Mount t-eft night 8. 00 0. 33 Id Ext rd t_ 2 3 4 5 6 ;- 4 4 4 4 4 33 33 33 33 33 0 0 0 0 0 B B B F F F 00 00 00 00 00 8 I 0 0 0 L2.76 L2.76 !2.76 9.92 9.92 9.92 2 4 9 2 4 9 -------connecti on----- Loc rype w'idth rhick -----------Bo1 ts----------- Type Oia Space Gage Row 1 z 3 4 5 4 4 4 4 4 46 BEAMH BEAMH BEAMH BEAMH BEAMH BCAMH BEAMH BEAMH BEAMH BEAMH BEAMH BEAMH tll1060DwB WlOSODWB w1060DhrB v'l1.060Dh,B wL060Dh,B w1060DWB t,ll1060DwB I|,1060DI,JB w1060DwB w1060DWB hl1060DwB wL060DWB A325 432 5 A32 5 A32 5 A325 A325 A325 A32 5 A32 5 A32 5 A325 A325 00 00 00 00 00 00 00 00 00 00 00 00 6 6 6 6 6 6 6 6 6 6 6 6 2 3 4 5 9 10 2 3 4 5 9 10 start EE start EE start EE StATt EE start EE start EE start EE start EE start EE start EE start EE start EE 0.37 o.37 0.37 0.37 0.37 o.37 0. 37 0.37 0.37 0.37 0.37 0.37 0.625 3 0.625 3 0.625 3 0.625 3 0.625 3 0.625 3 0.625 3 0.625 3 0.625 3 0.625 3 0.62 5 3 0.62s 3 00 00 00 00 00 00 00 00 00 00 00 00 4 4 4 4 4 4 4 4 4 4 4 4 50 s0 50 50 50 50 50 50 s0 50 50 50 3 3 3 3 3 3 3 3 3 3 3 3 CANOPY ROOF & SOFFIT PURLIN: Ext BaY rd Locate rd h/a, Row Part -------Lap------ t-eft ni ght Eave strut Fl ange straprd 4 4 4 2 4 9 ; 2 3 noof noof noof v: ZB ZB ZB t L0x28zL4 3 L0x282121 1Ox28zL4 102DU40b 102DU40b 102DU40b L 2 1 NOTE:THESE ARE (3) SEPERATE BOXED CANOPIES MODELEDAS (6) FORTHE RAFTERATTACHMENTS. SEE DETAIL- 016 4 F 42 ot 63 83022822-E FRAMING SUMI\4ARY] F]oOT 1 3/ 6/23 2:01pm SEE MEZZANINE LAYOUT AND DETAILS 63 PART L151516 1151518 115151/8 L15151tr L15151E &tPz MRrc" B,3022822 ffi1slKIxst xssTt DSAIL 11 14 14'l4 DESdIER m DS.I't 1'+1,4 1'{ mfi{ !gt,aa{!it W FB1O. FElO FB1fi FE.Id m1fi SIDES FI.AI{GE BRACE TABLE MAMFIINF i'5AIO VID ,l 2 1 Tedonlc Manaoement Ouro. lnc AEA|TAvlarcn Rfib_ co81650 cRo$9sEcnoN 6 x gld x lE{ 13n6' 6 r l/4'x 23'4 I x 114'x 1B 1/4'6t18x1841l{ F+ BUILDIXG3 trHIE sdJtf I ruulu,u t!.1b I 4{lio-dto-o lo.is lrsriattt 8511t1* 11.u12.o lo.rs I rarg+I rr^,{{^ l^ira I d..cF l4trWdoh w 6712 Ma* sl-lw tr1-t0r s- 11 131E'# 11# llm P& SLoffi ftid( Lorotr 2,750 0250 5.500 2.7S 06 5.S RTEU s$tk sT1w sF-l sP-2 ]" l. Ju'oH F-e-.- Md sru RFt'l00*tlm Ata 12 b RF1-10r {t WlO6ODWL CURTAIN SUPPORT BEAM, AT LINE 5, SEE DETAIL. ffitu RIGID FRAME ELEVATION: FRAME LINE 1 4 5 9 10 SNUG TIGHT 5 d f,J L15151fr 115151/B 115151/8 115{51ta ORDERI*I. B3t2A22 N1 )(aSTt xsgTlxsslt 14 14 11 DEEIOF rRl Bre DIST. 1'41'.f4'+ 't'{l' 1"{)' * oR/$w !w 211'.n MARK 811' F€1O FBl1i FBlO FBlO 6 4 SIDES FI FF vtD AldrEc Avaon Rlll6, CO 81650 cRosssEclloht Tedmic lhnssgnont GrurD, lnc 6x6fiFx1747E Dawins Burer Cusbfitr 6 x {/4'x€r#r B4 2-2lt+2747tt trHIE BUILDIXG3 F+ 1e47ne 1T&!+ 0.1 4156 ${ tlul 1u.utb.uI l&fiao I241lflq 11.U18.0 Wobftt U'D EI Itr ff2.1W RP-101 0250 9,00006 9.m s{ff sr1 sT2 1 l" l".l,, ,_ I RF2.t00p-1m -4w 12 b, P401 {t SEE MEZZANINE LAYOUT AND DETAIL, BEAMS AT LINES 6-7 ARE SUPPORTED VIA BRACKET AT BUILDING A COLUMNS RIGID FRf,IffBEIE[4{PN'rcFNf,lllEOINE 6 7 SNUG TIGHT El = EMb tPr! l 8 i n A:I ).' LENGT}I oRmn s3t228n ME}ISER Dffi r*r i,lARK DRAIII{ Uffi alcn Aramc Avt4on Rlne. OO 81650 T6donlc Menag€m€nt GtlqD, lnc CROSSSECTION lllw Dr8wlns Anbmor trHIE t4 BUILDITIG3 Plab Sim 44ffiffi.21W sfltf Ma* s[r Is.7r] 0250 r63t M 4t- Iod 8ol Tfr Dh LomfI I 3.m 4.m 4.@ dm sprb llark k sFt fiFFEr|t r,S.ldl -1 EAIE.!LE'9!L POFITAL FRAME TO FRAME COLUMN FWE@M ruMN Fl-ME--Eans PORfAL FRAME LOCATION l slB g PORTAL FMME: FRAME LINEA d t SNUG TIGHT sr p-1 ).t ffiE BW228n ffi tFr oRtm 8lgtaA''n T€cbnlc Manesnsnt Gru.lD. lnc AtrANEC AVE@IIRna 00A1650 PARTITIoN Ar{CtlOR RoD (YqD,{gD BUILDITIGS trHTE t+ MAXIMUM REACTION _irs(kFtun 0@d WndH Oft* Vd H@ e{l 6' rg-1 L+Jt7 Plen PARTITION WALL )J Gl- ol- G-t50 G.l6r GR-t0t GLiS offiRln 8,5022822 EMER tRt DM {w 211fr MqITAYMON Rns. CO8'I650 PARTTTION DRAWNG Tedonb Managgnent GErip, lDctrHIEF4 BUILDIXG3GENERAL NOTES: 4'ffi{@ r----r T--r- I L l orRtIIFS F1m 1r1 ll+ t---\irt l: l, 1 PARTITION 1 FRAMING t3 83022822-B Design warning summary 3/ 6/23 2:01pm LEFT .'\DT,VALL . ,varni ngs ! RIGHT ENDWALL ROOF PANEL Anti Ro] I WRN(PRA-206): oeflection > Limit EXTENSIONS No warni ngs ! PAR JN WALL No warn'i ngs ! SOLDIER DESIGN ENDWALL BRACING Member wRN(wEM-401-): Pane'l shear > timit FRONT STDEWALL Ho warnfngs! BACK SIDEWALL tto Warni ngs ! ROOF WIND BENT ttember wnu(wstvt-603) : verti cal LEAN-TO BRACED BY BUILDING A MEETS CLEARANCE REQUIREMENTS SAB NOT REOUIRED PARTIAL HEIGHT SOLDIER, SEE SKETCH AND DETAIL. clearance < Limit exial+Moment>Limit KLIR > LJmit SOLDIER COLUMN Member wRN(cDM-204) hlRN(cDM-211) RIGID FRAME #]- r.ro warni ngs ! I,IGID FMME #2 ruo warn'i ngs ! 'LOOR SYSTEM wo warnings! 49 ol 63 83022822-B Detail warn'ing summary 3/ 6/23 2:02pm ENDh'' ' I. . rvarni ngs ! EXTENSIONS ro warnings! PARTITION IVALL No warnings! RIGID FRAME #1 wo warnings! RIGID FRAME #2 No warnings! FLOOR SYSTEM cosT h,IND FR,AMING no warnings! BOI wRN(co-001) : rncomplete cost information MJ-L00 MJ-101 JOISTS JOISTS AND DECKING cosT BOM wRN(csr-ol) : Incomplete cost information! ------(20K6 )------(18K9 ) ------ (FLR-DECK) 50 ol 63 Corner Web Weld Design Summary 83022822Job Number:EHTE BUILDINGS column shape shown is for reference only. Top Flange Weld Size Weld Size Outside Flange Weld Siie Weld Sile weldsize V Weld Size \ weld on one side ot web, arrow side Weld on one side ot web, other side Weld on both sides ot web Wddsize l/ WeldSire \ RF4.1 RF4.8RF3.1 RF3-7RF2-1 RF2.5RF1.1 RF1-8Piece mark BOTHBOTHBOTHBOTHBOTHBOTHcolumn ORTATS (BLDG /A RF-4A RF-3A RF.2A RF-lFrame BLDG r14U4sl76slt6rl4t/4Weld Size ohe sideOne SideBoth SidesBoth SidesBoth SidesBoth SidesSide Non-StdNon-StdNon-StdNon-StdNon-StdNon-StdStd or Non Std RF4'1 RF4-8RF3.1 RF3.7RF2_1 RF2-5RF1.1 RF1-8Piece mark BOTH9OTHBOTHBOTHBOTHBOTHcolumn BLDG 8f,RTAL5]RTA6 {BLDG iA RF-4A RF-3A RF.2A RF.lFrame rl4114s116sh6u4Ll4Weld Size One SideOne sideBoth sidesEoth SidesBoth SidesBoth SidesSide Non-StdNon-stdNon-StdNon-StdNon-StdNon-Stditd or Non Std welding symbol is used by Chieffor corner web one side welds as the side ofthe web that is welded is not Welder will determine if weld is placed on "arrow" side or "other" side to obtain weld on one side. corner 51 of 63 L<Maximum Spacine Based on Downspout Capacity4.00 inDownspout Width 27.69ft Number of +3.00 inDownspout Depth 9 Maximum Soacins Based on Gutter CapaciW6.O0 inSutter Width 79.77 tt9.89 ftLS 4.00 inGutter Depth (oesien)MiddleEndDownspout Location 6.00 inwidthSpecial Gutter/Downspouts 4.00 inDepth ta*rcnl L<Maximum Spacing Based on Downspout Capacity 93.03 fr 4Number of + L<Maximum Spacing Based on Gutter capacity 52.18 ft19.57 ft MiddleEndDownspout Location Depth 1a*sny10.00 inwidth 6.00 in 150.00 ftGutter Leneth L<Based onMaximum 46.51 fr 0.50:12Roof Slope 6Number of + Based on Gutter CaMaximum130.00 ftWidth of Roof 3s.06 ft17-53 ttL< 4.0 inlhrRainfall lntensitV MiddleEndDownspout Location Depth ru"''pr6.50 inwidthLow Using standard gutter and downspouts, locate downspouts at a spacing not to exceed 35.1 ft with first downspout within 17.5 ft from ends of gutter. This spacing is based on rainfall intensity of 4.0 inches per hour and MBMA Metal Building Systems Manual Appendix A4.2. Oversized Gutter Using oversized gutter and double downspouts, locate downspouts at a spacing not to exceed 52.2 ft with first downspout within 19.6 ft from ends of gutter. This spacing is based on rainfall intensity of 4.0 inches per hour and MBMA Metal Building Systems Manual Appendix A4.2. Using special gutter and downspouts, locate downspouts at a spacing not to exceed 19.8 ft with first downspout within 9.9 ft from ends of gutter. This spacing is based on rainfall intensity of 4.0 inches per hour and MBMA Metal Building Systems Manual Appendix 44.2. Gutter and the sum of all roofs with rainfall flowing towards the gutter. lf there is a step in the roof heights, include 1/2 of the wall height at the step. Notes: -Rainfall intensity based on 5 year return period is recommended for exterior drainage systems. -Width of roof being drained is 6utter Profile function of profile5.00 in LINE A Panel GutterMSC/STC/MVF/MVP 3/L/2023Date EnsineerThis spreadsheet calculates the maximum downspout spacing based on the sutter caDacitv and the downspout capacity5!J*1FF+ 83022822lobRoof Drainage Calculations - Eave Gutter End L7.53lt Middle 35.06 ft Middle 35.06 ft End 17.53ft Gutter Roof Panel Gutter Profile width Depth (aesicn) Downspouts Standard MSC/STC/MVF/MVP Low 6.50 in 5.00 in 3-3/a" xs-3/8" End L9.s7 ft Middle 52.18 ft Middle 52-18 ft L9.57 ft End End 9.89ft Middle 19.77 ft Middle 19.77 tt Gutter Roof Panel Gutter Profile width Depth (desisn) Downspouts Gutter Roof Panel Gutter Profile width Depth (aesien) Downspouts Oversized NA NA 10.00 in 6.00 in (21 3-3/4" xs-3/8" Special NA NA 6.00 in 4.00 in 3x4 End 9.89 ft 52 of 63 4.00 inDownspout Width 36.00 ftL<Maximum Spacing Based on Downspout Capacity 8Number of +3.00 inDownspout Depth 24.19 ft12.10 ftL<Maximum Spacing Based on Gutter capacity6.00 inGutter Width EndDownspout Location4.00 inGutter Depth (desien)Middle 4.00 inDepth tu*ient6.00 inwidthSpecial Gutter/Downspouts 120.94trL<Maximum Spacins Based on Downspout Capacitv 4Number of + 63.85 ft23.9s ftL<Maximum Spacing Based on Gutter Capacity EndDownsDout Location Middle 6.00 inDePth {desis"}10.00 inwidth 150.00 ftSutter Lensth 60.47 trL<Based on CaMaximum 0.50:12ioof Slope 5Number of + 42.90ft2r.4sftLSBased on GutterMaximum100.00 ftWidth of Roof EndDownspout Location4.Oin/hrRainfall lntensity Middle function of profile6.00 inDepth rumr6.50 inwidthLowGutter Profile Using standard gutter and downspouts, locate downspouts at a spacing not to exceed 42.9 ft with first downspout within 21.5 ft from ends of gutter. This spacing is based on rainfall intensity of 4.0 inches per hour and MBMA Metal Building Systems Manual Appendix A4.2. Oversized Gutter Using oversized gutter and double downspouts, locate downspouts at a spacing not to exceed 63.9 ft with first downspout within 23.9 ft from ends of gutter. This spacing is based on rainfall intensity of 4.0 inches per hour and MBMA Metal Building Systems Manual Appendix A4.2. Using special gutter and downspouts, locate downspouts at a spacing not to exceed 24.2 ft with first downspout within 12.1 ft from ends of gutter. This spacing is based on rainfall intensity of 4.0 inches per hour and MBMA Metal Building Systems Manual Appendix A4.2. height at the step. Special Gutter and Notes: -Rainfall intensity based on 5 year return period is recommended for exterior drainage systems. -Width of roof being drained is the sum of all roofs with rainfall flowing towards the gutter. lf there is a step in the roof heights, include U2 of the wall LINE M Panel GutterMSC/STC/MVF/MVP 3lt/2023Date EngineerThis spreadsheet calculates the maximum downspout spacing based on the gutter capacity and the downspout capacity Roof Drainage Calculations - Eave GutterHh!*[FF4 83022822Job End 21.45 tt Middle 42.90ft Middle 42-90ft End 21.45ft Gutter Roof Panel Gutter Profile width Depth {desisn) Downspouts Standard MSC/SrC/MVF/MVP Low 5.50 in 6.00 in 3-3/a" xs-3/8" End 23.95 ft Middle 53.8s ft Middle 63.85 ft 23.95 ft End End 12.10 ft Middle 24.19 ft Middle 24.79fr End 12.10 ft Gutter Roof Panel Gutter Profile width Depth (desisn) Downspouts Gutter Roof Panel Gutter Profile width Depth (aesEn) Downspouts Oversized NA NA 10.00 in 6.00 in (2) 3-3/4" x s-3/8" Special NA NA 6.00 in 4.00 in 3x4 53 of 63 ooR-l-vli-I MB-101MB-100 NOTES: 1) MEZZ EDGE STOPS 8' SHORT OF B.L. AT LINE A. SUPPORT BEAM IS AT 1'4 INSIDE THE B,L. 2' MEZZ EDGE STOPS 4'SHORT OF D.L. AT LINE C. SUPPORT BEAM IS AT 0'6 INSIDE THE B,L. 3) MEZZ IS SUPPORTED BY BUILDING A FRAME COLUMNS AT C.6 AND C.7. SEE DETAIL FOR BMCKET CONNECTION, T nrs-tI FLOOR FRAMING & JOISTS: FLOOR 1 High Eave ot5lO -.{- lF:,od RF3-1 54 ol 63 sIilIFF+Customer 2:14om 83022822 B 1, P-:o<SEE DETAIL MB,t01 MB-102 MB.103 MB-104 M8.105 MC-100 w1460DWB w1460F141A w1460DWB wl080DwL w1460FVVB HR066188 2 3 L4X4X1t4 LAXAX',U4 MEZZANINE PLAN Tectonlc lnc DRAWN DESIGNER ORDER NO. 3t 8t23 TRT 0.00.00.0Mezzanine 0.00.00.0Mezzanine 0.00.00.0Mezzanine 0.00.00.0Mezzanine 0.00.00.0Mezzanine 0.00.00.0Mezzanine 0.00.00.0Mezzanine 0.00.00.0Mezzanine 0.00.00.0Mezzanine 0.00.00.0Mezzanine 0.00.00.0Mezzanine 0.00.00.0Mezzanine 0.00.00.0Mezzanine 0.00.00.0Mezzanine 0.00.00.0Mezzanine 0.00.00.0Mezzanine 0.00.00.0Mezzanine 0.00.00.0Mezzanine 312.515.0137.52.520"Mezzanine101 E T. TURNER Mezzanine NOTE: -Dead load does not include joist weight. -Top cord laterally supported by decking. -Design for standard deflections for joist use, unless noted. -Joist Design & load combinations to be in accordance with the 2015 lnternational Bldg Code. Coll. Load, plf Live Joist Dead Load Trib, ft Load,plf Gomments 2015 Joist Depth (MAX) Design Mark Mezzanine DeckDeck Tvoe: 125.0 psfLive: 6.0 psfCollateral: 5,hTTFF4 55.0 8,3022822Job Number:JOIST DESIGN INFORMATION 3ni2023Date: 55 of 63 t) 1 3 8'0 3/8',KNTFE PLATE AND (2) 3/4" BOLTS (TYP.) KNIFE PLATES TO BE SLOTTED BOTH VERTICALLY AND HORIZONTALLY FLUSH 8'STUB COLUMN, SIZE PER MBS 3/8" PARTIAL HEIGHT STIFFENER TYPICAL 114" ROD CONNECTIONS TO TRACK SUPPORT BEAM FLANGE AT THESE LOCATIONS WILL REQUIRE CLEVIS/TURNBUCKLE USE STANDARD WELDS/ASSEMBLY WITH XST-14 GUSSET PLATE. ADD 6"x3/8'VERTICAL TAB AT END OF XST-14 FOR VERTICA WELD al 31'-6"a) TYPICAL 1/8-al 28-',6"GU|DE M|LS (BYoTHERS) WOSoODWL TMCK RAIL SUPPORT BEAM 1/4'CLIPS WITH 1/2" A325 BOLTS AND LONG VERTICAL SLOTS WOSoODWL HANGING COLUMN 1t4'* TYPICAL l) TYPICAL HANGAR FRAMING AT EACH STUB COLUMN 1/4'CL|P W|TH (4) 112- A325 BoLTS IN CLIP AND VERT. SLOTS IN BEAMHOM. SLOTS + + + + TYPICAL 1'DIAMETER RODS 6'61'6 sot83 \., GIRT CANOPYBEAM SEE EXTENSIONS SECTION FOR PURLIN SIZE AND SPACING. PURLIN (TYP) (6) 12'X 1 1r4'BOLTA FYP) "t@lo9'-10' OR SPECIAL PLATE (SP-2) PURLIN xBc-30 (6)1r2'X1 1/4'BO{-TSi SO{-DIERCOLUMN (,t)6J8'X111?BOLTS ltit'STIFFENER (,1) 5a'x I 1rz BOLTS {8) 5A'X 2| BOLTti 1/,{'STIFFENER STIFFENER 8X3OC12 CHANNEL FOR SOFFIT ATTACHMENT. LOCATE AS NEEDED. ors- BOITING CUP (BOTH (xBc-3) slDEs) cr"rANNEL TIE (C$(1 1-6) CANOPYBEAM (w10€0Dl /B) 57 of 63 Shims may be made from 16 gauge (0.064) or 14 gauge purlin material' RAFTER OR COLUMN FABRICATION PROCESS MAY RESULT IN PLATE FLARE THAT CANNOT BE CLOSED WHEN BOLTS ARE INSTALLED. Job Number Drafting: Add details and notes to the cross section drawings for Perrnit and then add shim Piece marks on the for construction drawings. Plate flare shims are required at bolting plates welded to flanges with thickness of 1" or greater. 1/16" SHIM(S)SPLICE BOLT COLUMN 1/16" SHIM ALIGNMENT OF RAFTER FROM FMME TO BEING ERECTED. MAXIMUM OF 4 SHIMS' 1/4" MAY BE USED, TO CONNECTIONS FOR USE AS PROVIDED CONNECTIONS AND AT TOP OF SH OF COLUMN TO MFTER TO RAFTER RIDGE AS BUILDING IS VERTICAL 1/16. SHIM(S) 1/16'SHIM(S) RAFTER 1/16" SHIM(S) RAFTER NOTE TO ERECTOR (PLATE FLARE):ffi BoLTS THAT ARE'ourslDE. THE FLANGES TO ACCOUNT FOR POSSIBLE WARPING OF THE BOLTING PLATES WELDED TO GREATER. USE AS REQUIRED ,I/16'' OR LESS AT THE BOLTS. THICKNESS, MAY BE USED. TO ELIMINATE OR REDUCE GAP TO MAXIMUM OF 4 SHIMS, 1/4'TOTAL FI.ANGES WTH THICKNESS OF 1' .4', (2\ 1" BOLTS oRDERNo. I tCHECKDRAWN Atlantic Aviation - Rifle, Hangar 6 Tectonic Management Group, lnc Name Customer Buyer A. 12)^ Al.3\ At4\ DETAILSREVISIONSlDrawingadJacent oo ol BEAM ABOVE.BYPASS SOLDIER RAFTER SOLDIER COLUMN FRAME CONNECTIONS sc To sR (2) 3/4" BOLTS SR TO FRAME 3/8'BENT (2) 3t4" BOLTS SOLDIER RAFTER 15'O ELEVATION o o CURTAIN SUPPORT BEAM FMME LINE 5 AT BUILDING B 1/4" SHEAR TAB (2)U4" BOLTS WOS60DWL 16'0 ABOVE F.F. CLEAR COI]UMN BEAM 3X3X1/4'ANGLE 1- BOLT AT EACH END 6'X 6" X 3/8'TAB 3/16' HSS 6X6X3/8 AT LOCATIONS SHOWN ON FMME CROSS SECTION AND IN BAYS NOTED ON FRAMING LAYOUT 3/16. 6'X 6'X 3/8" TAB Nolr/vithBtrnding the Beal, nolther lhe Englneor named nor Chlsf Building8 lB ac-tlng aE Tho Enginoor of Record. The Englno€r namod and Chiof Bulldings r€sponsibilhv lB limitBd to ths struatural perfomance of lhe prc-englneered components dosigned by Chiof Buildings.trHIE SPECIAL FLANGE BRACE WITH TUBE A Chlof Bulldlffi PO Bq 476. OEnd l.l.nd, NE 888oll-2078(mlsF72m Fffilddffi BUILDIIIGS F# 3t,tDo23 8,3022822 I 36t4 ORDERNO. I D:CHECKDRAWNAl2\ Atlantic Aviation - Rifle, Hangar 6Proiect Name A13\ Atlantic Aviation Rifle. CO 81650Customer Tectonic Management Group, lncBuyer l3I DrawingREVISIONS DETAILS EDGE ANGLE TO PERIMETER BEAM EDGE ANGLE (SPA.JMEZZ. EDGE L1 MEZZANINE BEAM O:g -" CONCRETE FLOOR (NOT BY CH|EF) MEZZANINE DECK EDGE ANGLE TO JOIST ON SUPPORT BEAM MEZZ. EDGE MEZZANINE DECK MEZZANINE JOIST & / \t 1_ J\- EDGE ANGLE STRUCTURAL ATTACHMENT 12 - 24X 1-1t4', ryPICALAT EACH JOIST SIDE LAPAfiACHMENT L)1t4-14X7t8" EQUALLY SPACED BETWEEN JOISTS ONE SHOWN IN DETAIL FOR ILLUSTMTION ONLY 36/10 MEZZANINE FLOOR DECKING HEIGHT/CLEARANCES MEZZANTNE FTN|SH FLOOR ELEVATTON (C) - CONCRETE THICKNESS -CLEAMNCES REQUIRED ACTUAL BOTTOM OF FLOOR BEAM (A) 10',0 10.29', BOTTOM OF FLOOR JO|ST (B) 10'0 10' BETWEEN FLOOR AND RAFTER (D) 23'0 23.06' DECK ryPE - 1.0 C DECK ATTACHMENT - SCREWS BAR JOIST 1.OC MEZZANINE DECK. SCREWS LONGITUDINAL BEAMS AND TMNSVERSE JOIST LOADING: DEAD LIVE COLLATERAL PARTITION 55 PSF 125 PSF 6 PSF O PSF o Ic{ the adjacant ssal, nelther the Engineer named nor Chief Bulldlngs is ac{ing aB The Engineor of Record. Ths Englnsor named and Chief Buildlngs rssponsiblltty ls limlted to the struolural p€rfomance of the pr*ngln€er€d compononb deslgned by Chlef Bulldlngs.trHIE 'l1\Chl€t Buldklos PO 8ox 2078. GEnd l6bnd. NE €t€02-2078lml s*7rAq a6Al.id Bm BUILDII{G5 F+ 3t1t2023 83022822 1/4' STIFFENERS DRAWN oRDERNo. I ECHECK ^6, Atlantic Aviation - Rifle, Hangar 6Name A ^{E\ Customer Buyer Tectonic Management Group, lnc ^6, REV]SIONS DETAILSDrawing BUILDING A COLUMNS 1',8FLANGE TO OUTSTDE OF BRAC6ET 8 X 0.5" FLANGES AND END PLATE, 0.25'WEB @ IF G.ulo F IIJYo tr r0 MEZZNAINE SUPPORT BRACKET trHIE Notrrlthstandlng fi e adjacent s€el, nelth€r th€ Englno€r namod nor Chlef Eulldings is actlng a8 The Englneor of R6cord. ThsEngineer nam6d and Chief Bulldlngs rosponslbillty is limited to the structural porformanc6 of the pre-gnginegrBd compongntB dssigned by Chief Bulldlngs. chbl Bulldlmp PO Box 2078. O6nd lrhnd. NE 68802-4to(308)3Es7280 eocNonnd,M A.ll\BUIIDII{G3 F# 3t1t2023 B,3022822 FALL PROTECTION LOADING This structure has not been designed to support the loads from a fall protection system or any components associated with such a system. As a result, the only loads carried by the primary and secondary framing members will be live r, snow loads, wind loads, seismic loads and collateralj as prescribed in the Design Criteria. SUSPENDED LOADS FOLDING CURTAIN PARALLEL TO FRAMES The support beam at Line 5 of BUILDING B is designed to adequately support the following additional load: (1 ) - 200 lb total Suspended Folding Curtain The suspended folding curtain shall be connected concentrically to the support beam. Chief Buildings is NOT responsible for lateral or longitudinal bracing of suspended members subjected to horizontal service, seismic, or wind loading. 3nn023^d, 83422822 ORDER NO.CHECKDRA\^N EUILDITIGS trHIE F+ 'A Proiect Name Atlantic Aviation - Rifle, Hangar 6^6, Customer Buyer Tectonic Management Group, lncA ^(9\ Notwlthstanding the adiacent seal, neiher lhe Engineer named nor Chiel Buildings is acting as The Engineer of Record. The Enginser named and Chief Bulldingg responsibility is limited to the structural porformanco of lhe pre-engineored components ds8igned by Chief Buildinqs. chlet Bulldlngs PO Box m78, Grand l8land, NE 64802-2078 {308)38&7289 6@chieind.com REVISIONS PROJECT NOTESDrawing SUSPENDED LOADS CONCENTMTED LOADS ON FRAMES The main frame(s) are designed to adequately support the following concentrated loads as per the Agreement to Purchase; at Line 7, 3'3 from E.5 - 400 # concentrated point load(s) at Line 7, 0'6 from j - 400 # concentrated point load(s) The locations of the concentrated point load(s) are shown on the frame cross section(s). Connections shall be made so that the loads are introduced concentrically to the main frame rafter. Chief Buildings is NOT responsible for lateral or longitudinal bracing of suspended members subjected to horizontal service, seismic, or wind loading. MEZZANINE LOADING AND SI.AB DESIGN Auxiliary columns, frame columns, endwall columns, floor beams and mezzanine joists are designed to adequately support the mezzanine area shown on the mezzanine framing plan. Design is based on the following criteria: Live Load 125 psf Dead Load 55 psfdeck and concrete 6 psf collateral load (ceiling, sprinkler, etc.) 0 psf partitions Actual dead loads of floor beams and mezzanine joists are used for design. Design is based on standard weight concrete (145 pcfl. The non-composite steel deck is provided as a form only for the placement of the concrete slab. The deck is designed per the Steel Deck lnstitute's Criteria for maximum construction clear span. The concrete and its reinforcement must be capable of supporting the design loads indicated above. HANGAR DOOR SUPPORT FMMING The door support framing provided by Chief Buildings shall be adjusted and secured in a true, level, and square position as the door framing and other materials not by Chief Buildings are installed. The door support framing and their connections shall then have field welding shown in details performed. The measurements to determine true, level and square position of the door support framing is the responsibility of the Buyer/Contractor and/or the End Owner. 14'2\eft of line 4, 12'0 from line A- 1 00 # conc. point load 14'2\eft of line 4, 20'0 from line A- 100 # conc. point load 5'8 right of line 4, 12'0 from line A- 100 # conc. point load 5'8 right of line 4, 20'0 from line A- 100 # conc. point load 5'2 right of line 5, 12'0 from line A- 100 # conc. point load 5'2 right of line 5, 20'0 from line A- 100 # conc. point load 2'0-314left of line 9, 13'3^314 from line A- 200 # conc. point load 6'7-314 left of line 10, 13'3-314 from line A- 200 # conc. point load 11'3-112 right of line 10, 13'3-314 from line A- 200 # conc. point load Each point load shall attach to a minimum of (2) purlins. Chief BuiEings is NOT responsible for lateral or longitudinal bracing of suspended members subjected to horizontal service, seismic, or wind loading. The purlins are designed to adequately support the following concentrated loads as per the Agreement to Purchase: SUSPENDED LOADS CONCENTMTED LOADS ON PURLINS 62 ot 63 COLUMN Shims yo be .,;d on building A frames 1 and 3. Pre-camber amounts notes below are to counter deflections due to frame self weight and purlins only. Frame 1: 2.5" at peak Frame 3:2.1" at peak RAFTER 1/16'SHrM(S) 1/16" SH|M(S) 1/16" SHrM(S) 1i16. SHtM(S)RAFTER Job Number Drafting: Add details and notes to the cross section drawings for permit and then add shim piece marks on the for construction drawings. Shims are used when frame clearance/elevation is critical for installation of materials such as hangar doors. NOTE TO ERECTOR (FRAME CLEARANCE/ELEVATTON) SHIMS ARE PROVIDED AT BOTTOM OF COTUMN TO RAFTER CONNECTIONS AND AT TOP OF RAFIER TO RAFTER RIDGE CONNECTIONS FOR USE AS NEEDED TO MAINTAIN VERTICAL ELEVATION CRITICAL FOR INSTALLATION OF OTHER MATERIAI-S. MAXIMUM OF 4 SHIMS, 1/4'TOTAL THICKNESS MAY BE USED, Shims may be made from 16 gauge (0.064) or 14 gauge purlin material. 1t1 GREA BOLTING THE ACCOUNT FOR POSSIBLE WARPING OF THE WELDED TO FLANGES WTH THICKNESS OF 1' USE AS REQUIRED TO ELIMINATE OR REDUCE GAP TO LESS AT THE BOLTS, MAXIMUM OF 4 SHIMS, 1/4* TOTAL MAY BE USED. BOLTS THAT ARE 'OUTSIDE- 1/16'SHrM(S)SPLICE BOLT RAFTER OR FABRICATION PROCESS MAY RESULT IN PLATE FLARE THAT ARE INSTALLED BE CLOSED WHEN trHIE BUILDINGS DESIGN CRITERIA Atlantic Aviation - Rifle, Hangar 6 Tectonic Management Group, Inc Atlantic Aviation 375 Co Rd 352 Rifle, CO 81650 JOB #:8,3022822 DATE: Ogt01l23 Project Name: Buyer Name: End Owner Name: Job Site: Building Code IBC Risk Gategory Roof Live Load Tributary Area Reduction Allowed GollateralLoad Ground Snow Load (Pg) Exposure Factor (Ge) Thermal Factor (Ct) lmportance Factor (l) Flat Roof Snow Load (P0 Minimum Roof Snow Load (Pm) Drift Surcharge Load, Pd and Snow Drift Width, w Building Enclosure Ultimate Design Wind SPeed {Vult) Nominal Design Wind SPeed (Vasd) ixposure Gategory rllind Pressure (q) Seismic Spectral Response Short Periods (Ss) Spectral Response I s Period (S1) Seismic lmportance Factor Seismic Design Gategory Site Glass Seismic Resisting SYstem Longitudinal Direction Lateral Direction Seismic Response Coefficient (Cs) Spectral Response Parameter Short Period (SDS) Spectral Response Parameter 1 s Period (SD{) Analysis Procedure: Base Shear Other Loads: lnternational Building Code 2015 ll - Standard Buildings 20 psf No 6 psf 40 psf 1.0 1.0 1.00 28.00 psf 40 psf - Not used with drift, sliding, unbalanced, or partial loads. None Glosed 115 mph {Gcpi t 0.18) 89 mph c 29.6 psf 30.70o/o 8.00% 1 B D SteelSystem (R=3.00) Steel System (R=3.00) 0.079 0.3{8 0.128 ELF 36.46 kips 200lbs Gurtain 2 x 4OO lbs Ceiling Fans 6 x 100 lbs Radiant Heaterc 3 x 200 lbs Furnaces Trusted. {6pfuC.True. oo @ @ @ o o @ @ tube flange brace layout, see f rame cross-sections and detail. @-o @ @ at) @ @ provide sab as shown @ o o @ o @-@ PROVTDE (2) ROWS F BLOCKING FROM tube flange brace layout, see f rame cross-sections and detail. THE 20'GIRT TO THE EAVE FOR SIGN SUPPORT. FIELD LOCATED oo @ o @ o o @ @ }J l1 )aY\ I N t,4 \i ./ t \l 1,4 L lt r\ \r 1f I I l XV ><1 XL ,r -r\ \,/ 1,/ .{ l// t\ -r )\ N,4 //. )/ '/. '\ \I l I )(\ / \ I / -\ X T----7 E3O??. :? A franin *c out 7 /23