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11-0122 (SOTB) Engineering AnalysisTHE IRON SHOP' The Leading Manufacturer of Spiral Stair Kits " ENGINEERING ANALYSIS OF STEEL AND ALLPANI M SPIRAL STAR IGTS 5r_Dw� 5,_S. V -0-1 6-6-p7'-0- DIAMETEh CODE STAIRS MODEL NO.: STANDARD #111 CODE:. 2011 CITY OF LOS ANGELES BULDWG CODE, 2010 C.B.C. / 2010 IRC. & 2009 I.B.C. & 2009 I.R.C. LOS ANG1EL'ES CITY LICENSED FABRICATOR 41150 id. LOS ANGELES CITY STANDARD PLAN #111 CITY OF SAN DIEGO STANDARD MASTER PLAN #25 PTS PROJECT: #161221 - THIS ANALYSIS VAUD ONLY WITH WET SEAL & SIGNATURE OF ENGINEER /epFESS/pN\ d�0�0 E. No. 23278 m M WW M ExD.12.31.11 sT MMU FEB 23 '11 1 . WOOD Engineering, .Inc. FEB 2 4 2011 10040 FOOTHILL BOULEVARD RANCHO CUCAMONGA, CA 91730 (909) 606-1000 • FAX (909) 606MY9 Main Plant i Showroom P. O. Box 547 400 Reed Road Bmmn A, PA 19008 (610) 5447100 (800) 523-7427 Fax (610) 544-7297 Southern Showroom & Warehouse 6556 Superior Ave Sarasota, FL 34231 (813)923-1479 (800) 648.6990 Fax (813) 923-6176 Southwest Showroom & Warehouse 8718 Westpark Drive Houston, TX 77063 (713) 789-0648 (800) 438-4766 Fax (713) 789-0720 Midwest Showroom & Warehouse: 886 Cambridge Drive Elk Grove Vil., IL 60007 (708)952-9010 (800) 453-4766 Fax (708) 952-0496 Northeast Showroom & Warehouse: 500 West Avenue Stamford. CT 06902 (203) 325.8466 (800) 523.4766 Fax (203) 967-4677 It tf—Ftee n P. O. Box 3008 3949/D Guasti Rd Ontario, CA. 91761.0901 (909) 605-1000 (800) 382-4766 Fax(909) 6054899 WOOD Fatgineering, Inc. s� SPZR,4L a1F> P / OF WOOD EagUtceringo Inc. sua Ecr RAL „o OF - _ rsxe syr 95 SrA/RWAY � 85-82 9if a SrA /RWAY iog w 85-82 /_7-/1 e�A"wa�easvu�n Fon THE IRON Fon THE /ROH DATERANC OLILEV R 100m FOOTHILL eOu►. DATE RANCHO loom C3JCA LL BOULEVARD SHOP CA (909) 989-208C7 - �Gc��98"106 SHOP oE9piEne��. w. (90 989.20887i�- ))998"loa oEso*DBr W. 5P/RAL 5TA i /RAVAY SP/RAL 5rA/RNWYREQ1/REMENr5 MODEL NO.: STANDARD (/009.1) WIDTH = 44" M/N/MAIM BUr, FOR SP/RAL, EXCEPT/ON 2, 26" M/N/NAIM PER /009.9, A r CODE.• 2011 G/rY OF L05 AN6ELE5 BUILD/N6 CODE - $ BELOW HANDRAIt. 2% (/009.2) HEADROOM = BO" M/N/NAIM BUT, FOR SP/RAL, 2010 GAL /FORN/A BU/LD/N6 CODE W/ rH L.A. GI TY AMENDMENTS 2010 G.B.G, s 2009 1.5G. EXCEPT/ON, 7B" M/N/MUM PER /009.9, 2010 CALIFORNIA RES/DENT/AL CODE s 3J (/0011. 4.) TREADS = l/" M/N/NA/M, 2009 INTERNATIONAL RE5/0ENT/AL CODE. R/5ER5 = 4" M/N/NAIM $ 7" MAX/MUM BUT, FOR SP/RAL, EXCEPT/ON 3, TREAD = 7.5" MIN/MUM A r /2" FROM NARROW LOAD5 i EDGE AND R/5ER = 9,5" MAX/MUM PER /009. D.L. = /100 P.S.F. 300# CONC. 4-)(100q44.) TOLERANCE BETWEEN LAR6E5r AND L.L = 40.0 P.S.F. (OR 40 P.S.F. 5NOWJ OR LOAD Ar SMALLEST TREAD OR R/5ER SHALL T.L. = 50.0 P.S.F. EDGE OF NOT EXCEED 0.375 /NGN. rREAO OR 300+ ON 5J (1009.4.5) EXCEPTIONS SOL /D R/5ER NO r REavmED 4 5Q. /N. FOR SP/RAL 5rA/R, BUT G.R.G. / I.R.C. L/M/7]5 OTHER N/A OPEN/N6 TO NOT PA55 4" DIAMETER 5PHERE. ILOADS 20 PL.F. /N 1-3, F, H, s 5 OGCl/PANG/E5 NOr ACCE55/BLE TREAD TO GENERAL PUBL /G. ;O , -.'.F. AT TOP OF HANDRAIL (NON-RE5/DENT/A0 200 45. ON HANDRAIL /N ANY D/REGT/ON 9//6 "MAX RAD/U5 V 500 bN ONE SO. Fr. ON /NTERMED/ATE RA/LS k V (NOT REQU/RED 51t -VL rANEa/5L Y W/rH ABOVE /,25" MAX. Q i. f OTHER LOADS). ONE-THIRD ALLOWABLE 57RE55 INCREASE NOT MAX 0 t11 "t lv PERM/TIED W/rH OTHER LOAD5. (/607.7,1.3 DELETED). E - WOOD F.epgAseerinj, Inc. mar 5P/RAL �„�. 3 DAF— WOOD En�neeeing, Im. � SP/RAL �„�. 4 OF— 5rA/RW.4Y roe w. B5 -B2 s>r.ro _ 5rA/RWAY bei B5 -B2 ----- — —— xBa,�h, as,�,.� n�lnure�►paep /- 7-//—.. rerx� /- 7-// �q IRON Toa THE IRON_ I cKm ILL BOI q"ARO DATE ap 10040 FOOTHILL o3OULEV 91730 DATE RANCHO C NCA, CA 91730 (909) 989-2D8 7 - FAX (909) 989.8106 _THE — -. - . _. SHOP _–_ wwmw gy (909) 989-2087 - FAX (909) 98" 106 .. SHOP _ pESIGNM BY 5P/RAL 5 rA/RWAY REQUIREMENTS SP/RAL 5TA/RWAY REQUIREMENTS 6J 11100 Sl LAND/N6 W/DTH !2J 0009,I2J HANDRA/L5 HANDRA/L5 BOrH 5/DE5, BVr, FOR MUS EQUAL WIDTH OF �6. 5P/RAL STAIRSEXCEPTION 2, HANDRAIL ON ONE 5/DE f7. LAND/N6 b /5 PERMITTED. - — _5TA D/MANS/ON%IV O/REGT/ON --' - -- ----- - - - ----- --- - • ------ —_ —._- --- OF ZRA VEL /-1&5r E&VAL /3J (10/2.2) HANDRAIL HEIGHT = 34" M/N/MQ/M $ 3B" MAX/M?IM. OR EXCEW.WorH OF STA R5 DOOR5 SHALL /4J (1012.3) HANDRAIL &RASP TYPE / OR TYPE NOT OPEN OVER LAND/N6. CIRCULAR: 1.25" M/N/NA/M d 2" MAX/NA/M. 60" LAND/N6 NON -CIRCULAR: 4" MIN/MUM S 6.25" MAXIt-W PER/METER d 2-25" MAX/MPIM 7J (1009 .1/ H'ALK/N6 SI/RFACE5 SHALL BE A SOLID 7 -)7PERPEND/CVLAR GR055-55CT/ON. SURFACE. EXCEPTION OPEN/NGS PERMITTED HANDRA/L5 W/rH PER/MErER GREATER THAN THAT W/LL NOT FA 55 //2" O/AMETER SPHERE 6.25" SHALL COMM- YW/rH TYPE // D/MEN5/ON5 ELONGATED OPEN/N65 SHALL BE OR E0V1VALENT &R45PAB/L/TY. EDGES SHALL TO TRAVEL. HAVE O.0/ INCH M/Nl/-IM RADIV5 HANDRAIL BJ (/004.6-) CVM70,OR 5rA/R5 SHALL HAVE 5LOPE NOr TO /5J (10/2.4.) HANDRAIL &R/P SURFACE BALLUSrER EXCEED 2je; TO PREVENT rYATER SHALL BE CONTINUOUS ,PV/rHOUr SMALLER AGCl/NdQAT/ON ON HWLK/N6 SURFACES INTERUPr/ON BY NEWEL POSTS THAN HANDRAIL OR OTHER OB5rRUGT/ON5 15 NOr 9J (10016.3) USEABLE SPACE UNDER SP/RAL 5TA/R5 SHALL (NEWEL R05 r5 PERMITTED /N R-3). OBSTRUCTION, NOr BE ENCLOSED. EXCEPT/ON 3. /6J,1/0/2.6) HANDRAIL EXrEN5/ONS TOP �R/ZONTAL /OJ (1009.7) L2 Fr. MAXIt-VH BETnEEN FLOOR LEVEL5 OR EXTEND HANDRAIL /2" Ar TOP LAND/N65. I BOTTOM d RETURN CONT/M/T- TO 6VARD, EXCEPT SLOPE12" (/0099) SP/RAL 5TAIRS MAY BE USED AS A MEANS OF HANDRAILS IN EGRESS Oft Y_W/T!//N DWELL/NG UN/T5 DWELL/N65 NEED OftY EXTEND FROM A'SPAGE NOr mmff THAN 250 so Fr. FROM TOP R/5ER TO BOTTOM I AND SERVIN6 Nor MORE THAN 5 CiGCUPAwr, R/5ER (Avr REalmED OR FROM &ALLER/E5, CATWALKS AND TO BE ACCESS/BLE.). BO 6R/D/RONS /N ACCORDANCE W/7N SECTION /015.6. WOOD Ine. sAw SPIRAL SMEETN0. 5 DF_ WOOD inInc. ststEa `7P/RAL SNEETfa 6 OF— STA/RWAY BS-82� STAIRWAY 85-82 jou NO. s DATE /-7-// DATE /-7-// � THE IRON Fon THE IRON lento FOOTH�BOULEVARO 10040 FooTHU BARD RANCHO CUCAMONGA. CA 91730 (909) 989-2087 `- FAX (907) 9S9 106 DESIGNED BY W . RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX (909) 969-8106 DESIGNED BY —ej. W. SHOP SHOP SP/RAL STA/RHAY REQUIREMENTS 4::HAP7-ER 22 (57-Ea) /7J (/O!? CLEARANCE / //?" I) l j (2205/) ALLOWABLE STRESS 0,6516NPER A./.SG. 360-05 NO SHARP EDGE5 ON /6J (1012.,0) HANDRA/L ry WH/GH SUPERGEDE5 A./.5.G. 335-895/ 5HA� L NOT PROJECT H6ALL AT HANDRAIL SUPPLEMENT #/ SPEC/F/GAT/ON FOR 57RUG7URAL STEEL STEEL BU/LO/N65 ANO A./.SG. 34/-02 5E/5M/G INTO REGX//RED WALL FOR 57RUGTURAL 5MEL BU/LD/N65. RF OF STA/RHAY MOoRE THAN 4.5 /NCHE5. 2J (2205.2) 5E/5M/G DE5/6N PER A.1.5.G. 34/-05 PART /9J GUARDS. REQUIRED ON 0 /F R /5 GREATER THAN 3.0. 5TAJRHAY AND LAND/N6. (/0 /3.2) GUARDS SHALL BE 01-32 3J PER A./S.G. 360 52. LOAD COMB/NAT/ONS PER APPLICABLE BWLD/N6 CODE. (113 /NGREA5E FOR W/ND 42"'H/HAAt7qA/L /N /ND/V/DUAL6N. 6UARD5 USED AS / l� / f 5E/5M/G /5 NO LONGER ALLONED BY DELET/ON. DHL��L/N6 MAYBE 34" TO HANORA/L SEE A./SG 335 A5% 38" ABOVE TREAD N05/N6. CLEARANCES 4J A.1.SG. 34/-05 5PEG/F/GAT/ON5 ARE FOR MOMENT 20J (/0/3.3) OPEN/N65 /N 6VARD5 SHALL HAVE FRAMES ANO BRACED FRAMES. WHERE R /5 GREATER BALLUSTFR5 OR PA7TERN5 5.GH THAT THAN 3.0. 4" L?/AMETER SPHERE HILL NOT PA 55. TR/ N6ULAR OPEN/N6 AT R/SER, 7REA0, s 5J (2210) GOLD-FORMED STEEL PER NORTH AMER/GAN BO OM RA IL SHALL NOr,-A55 A. 5PEG/F/GAT/ON FOR mE DE5/6N OF 6,, LPIAMETER SPHERE. 5TA/R5 TO ACCESS GOLD-FORMED 5MEL 5TRUGTVRAL MEMBERS PLArVIN6, ELECTRICAL, OR MECHANICAL SYSTEMS (A.1.5.1.-NASPEG). OR EQUIPMENT' OR /N 6RCVP 1-3, F, H, S 5 CONCLU5/0N: t OG PANG/E5 /5 L/M/TED TO 2/" DIAMETER 5PHERE 4.3 " DIAMETER SPHERE PERM/TIED /N /ND/V/DUAL ✓ALUTPEL PARTS. 115J EVALUA7F ALL SINCREASE PER 3 DW LL /N6 UN/T5. /5 NOT PERM/TTE D. AL50, EVALUATE ALL L/6HT GAGE 57FEL PER A.15.1. 5/00-07. i 1 BOL 7`5 SHALL GOMPL Y H/TN A.5 T.M. A307. WOOD neerin�, Inc. aia�r 5P/RAL 7 * --a-- WOOD F.n�neeri m& Inc. TSP/RAL y�M. 0 a_ 5TA/RhG4Y 05-62 ��tv _5TA/RAIAY N x1ew.__ IMZ46.- / 7-// _ . /- 7-// FaB THE IRON,_. loom h1�BOULEVARO _ DATE. _ — 1004000 0 FOOTHILL BOULEVARD Fa, THE IRON Fm DATE RANCHO C GA, CA 91730 (907) 9894087 - FAX (907) 989P9106 . — SHOP DESIGNED gy ---c' _. W RANCHO CUCAMONGA, CA 91730 (909) 984`2087 - FAX C90% 980-8106 --- __-SHOP ___ DESIGNED By GHI 7-ER 20 (ALUMIAZIM) LATERAL LOA05 W/ND: (20/O G.B.G. / 2009 I.B.G. PER A.5.G.E. 7-05) /J (200 .0 ANALYTICAL PROGEOURE (A.5.G.E. 7-05, 6.5.1) —, H = 36_ MAXT M_. L fA — ^ -- - - -- AX - .AA ASM 35 AND. AA ADM 1-05 FOR DE516N- _ - —� H/TH LOAD5 PER GHAP7FR /6. ✓ = NO M.P.H. G' (1 /6 6-lJ Kd = O.B5 (TABLE 6-4) (SIMILAR TO LATT/GE FRAMEnoRK) h /- = 40 (TABLE 6-1) k (oGGUPANCY CATEGORY / OR /lJ Q i _ry Kr = KA = 0. q,0 AVG. (TABLE 6-3) p FOR EXP. G ' GA5E / $ 2 nl z = 30' (GEN7FR OF AREA) NOR5T EXPOSURE HEIGHT h Kt = LO MO H/LL5, RIDGES, i OR ESCARPMENT!/ (6.5.7. l/ t Xe=(/0KiKaKs%2HHEREK1=0ORK-=O) 6 = O.B5 (6.5.8.1, R/6/0 5TRUG7URE) (H1H = 1215 = 2.4,r 4.0 .: R/6/0 $ 6r WA) ��- A.S.GP. PAGE 1Q2 Glr = 000-2-56 Kr Kt Kd V"2(V = 0.0025640.9B1(LO)(0.85)(g0)?0.0) i I _ /7-27 5A r' /B.0 P.S.F. WOOD EO�eeriffg, LfC. siu= SP/RAL s11EErro. 9 0F_ WOOD Endneeeing, 1w. waEcr SP/R.4L 9*01a /O a_ smca w9w,,,,,1, 5TA/RNA)' ,95_,92 sptz,y,,,,. STAIRWAY 85-82 rA*,M&AWW JUS � m�=W&Anise+ Wg&vr /- 7-H /-7- 00 100FOOTHILL BOl1L6VARD DATE 10040 FOGTHU BOULEVARD roA THE IRON THE IRON ,+'� RANCHO CUCAMONGA- CA 91730 (909) 989.2087 - FAX (904) 989 106 DESENED BY -'9. W . RANCHO CUCAMONGA. CA 91730 ('909) 989.2087 - FAX (909) 98918106 CESONM By - W. 5HOP SHOP LATERAL LOAD5 LATERAL LOA05 W/ND W/ND PROJEG7`ED AREA (A✓G. PER FTJ 6ALL&57ER F = Gjr G GP A (6.5.15 OTHER 577?UG7I/RE) TREAD = ((4" + 2';11?)40" x a 4" O.G. AVG. (2/3)(/2'%9" o.GJ/Fr- d 2" O.G. AVG. G = 0.65 (5EE ABOVE) /07 SCJ /NJFr PRO-156 T/ON GP = /.6 • A✓6. SRACIN6 �_ AF = 443 5ALLU57ER5 = 0. 75Y(4" + 2 f/2% x /2%FT, F = 16.0(0.85)/6(/.43) = -27 SCJ./N/FT. = 24.5 P.5.F.(/.43 5O.FTJ = 35.0 5AY 35 P.L.F. HANORA/L = 2" d x C'%FT. USE 35 P.L.F, FOR W/ND LOAD ON COLUMN = 24 SGGT /N/FT. i ' 5PL/GE a i F6CLL;IOA,. FOR 7=0" DIAMETER MAX. 5TA/RkYAY- COL. Um,� = 4",, 12%FT, 2ndSTORY = 4,9 50./N/FT. i ArorAL = /07 + 27,,24 24 + 4,9 m M 206 SO /NFT MAX. I � AF = +1144,) = 1.43 50.Fr/Fr. I U WS (2/3) A ✓6. A&ROSS I= .144"x /2'%/144 TREAD Q = 367 SOFr/FT. PROJECT/ON`-,. E = A# A6 = /43/3.67 4",P 0.3 e07 - 46 (F/G. GF = 6-22 LArT/G 4•- 40•- FRAMEWORK5, FLAT 5/DED MEMBERS) 7'-0" m MAX. WOO SP/RAL sMETNo._ // _a.--- WOODFi�OI Ogg �. gaxcr 5P/RAL s�rw. /2 OF STA/R{NAY - STAIRWAY 85-,92 .aero. aero. --- ----- --- 1-7-H cm THE IRON_. coe THE IRON 1004071YU. BOULEVARD DATE-.-/= 10040 FOOTHILL BOULEVARD DATE RANCHO C A, CA 91730 (909) 980.2067, - FAX (909) 969-8106 - • SHOP __- omam 0 el' -`�. W RANCHO CUCAMONCA, CA 91730 (909) 989-2087 - FAX (90% 980.8106 OESGNED BY .. _ _ SHOP -- LATERAL LOA05 G.B.G. / 4B.G.: -155=205 LATERAL LOAD5 G.B.G. / /.6C.: Ss = 2.85 SE/5M/G 51 = 4-:30 5E/5M/G (GONTJ 51 = 4-70 CODE.2010 G.B.G. / 2004 4B.G. 4J 4/44.3) AO-V.5 MO MAXII-VM E.O. 5PEG7RAL f/7B.C.. /643.1, DEFER5-r0 A.5.G.E. , - -- ---- G.B.G. 7 - ----LeE5PON5E AGGELERAr/ONS _ - Fo EXGLU/NG CHAPTER /4 t APPENDIX 1/A. SMs = Ss = 40('285)9 = 2e-cg /J (l/.4J/) MAPPED ACCELERATION PARAMETERS %, Seo = Fv Si = /_SA�430/g = /,959 Ss (0.2 SEGJ = 2,952; OR 2.0 (F/G. 22-/) - 5+i°'�'� 6K-19V` H1H u'Ss Si (/.0 SEGJ = /30.% OR /O (F/G. 22-2) WA FOR 5/MPL/F/E0 PROCEMRE N{ORS r CA 5.- FOR M05T OF GAL/FORN/A 5,),1114 4) DE5/6N 5,-EC MAL RE5P01V5E ACGELERAT/ON5 J UNITED STATES. (,UT Ss NEED NOT 50-4 = 2/3 5rrs = 2/3(2.85)9 = /.110g EXCEED /.5 PER !2.8.43 ANAL)-TICAL OR _� Trac PER 12.141 AND /2.14.8./ 5/MPL/F/EO FOR REGULAR 5os = (2/3/Foss =(2/3)44(45) i 5 rRUC 77/RE L555 THAN 5 5TOR/E5 = 1.40 `Y/ 5/MPL /F/ED DE5/6N r t 0.50 Scr = 2/3 5.+. = 21-70. 175)g 2J (//,1.2) 5/TE GLA55 = L3Og (WA FOR 5/1-fP4./F/ED) 5/ rE GLA55 = D (ULDEFAT W/O 50/LS REPORT I UNLESS E OR F /S )TEOD 6J (//.4.5 f 144.6) DE5/GN RESPONSE SPECTRUM AND MCE BY BLDG. DEPT) RESPON5E SPECTRUM NOT REMIREO FOR L7.,9 --all VALENT LATERAL FORGE 3J (144.3) 5/7E COEFFICIENT ()=OR 51 M- GLA55 D) PROCEDURE (WA FOR 5/MPL/F/ED) 55 > 425 .- Fa = 40 (TABLE /44-1) 7.) (11.5.1) IMPORTANCE FAG TOR l O / = 40 FOR OCCUPANCY GAM60RY l OR l/ Fa = 440 /'Y/ SIMPLIFIED DES/6N PER 12.14 TABLE /-/ TYP. OFF/GE, /!OY/SE, ETC. AS-,::k=-MSL Y t 300 OCGUP. 5. > 0.50 Fv = 45 (TABLE H/.4-2) :" -. SCHOOL e 250 .: (N/A FOR 5/MPL /PIED/ _ HEAL TH CARE t 50 H10 HAZMA r 5EE TABLE /45-/ FOR ALL OGCUPANG/E5 WOOD In& S1m1ECT SP/RAL 94EETNO 13 a- WOOD sualEcE SP/RAL SIMM 14 OF- sban a �#..►c STA/RWAY 85-82 ste�weo, STA/RHfAY msx ala nrxBew joe No, /-7-H THE IRON FOR THE IRON 10040 F001HILL BOULEVARD 017E 10040FFoo01MLL�BOULEVARD Fon 514OP 5HOP DESIGNED BY --ej. W. RANCHO C-IICAMONGA. CA 91730 (904) 989-2087 ' - FAX (909) 989 106 DESIGNED gr RANCHO CUCAMONGA. CA 91730 989-2087 - FAX(909)98"106 LATERAL LOA05 G.B.G. / I.B.G.: Ss = 285 LATERAL LOAD5 G.B.G. / I.B.G.: 5s = 2.85 6J (/l-6) 'SE/SM/G DES/GN GATE60RY (S.D.GJ l/J (U-2.1,1 57RU57URAL 5)5TEM.• Si = /.30g > 0.75 .: 5-0. C. = E (WA FOR 5/MPL/F/ED) L/GHT FRAMED NAL L5 SHEATHED W/TH WOOD 5TRUG7I/RAL PANEL 5. SOS = 1. qog o.SOg s OCCUPANCY GATE60R)' = /1 .: SD.G. = D R = 6 //2 ,--aex/tea^P"a" OR WA Do =--1-112=2112 5os = 140 > 0.50.: 5.0.C. =0 FOR 5/MPL/F/ED BUT 51 = 130g > 0.7Sg .: S.D.G. = E (N/A FOR 12J,112 2 3 COMB/NATION OF L/GHT FRAMED WALLS 5/MPL/F/ED) WHEN USED W/7H SP/RAL 5TA/R Soi = /.30g 020g d (ORD/NARY MOMENT FRAME) OCCUPANCY CATEGOR'l' = I/ .: 5.D.G. = D (WA FOR R=3//26//2 ! 5/MPL/F/ED) Do = .2.0}WA 5V7'51 = 130g > 0.75g .: 5. 0, C. = E (WA FOR 5/MPL/F/ED) 1.9J,11-2257) 5TEEL ORO/NARY MOMENT FRAME /5 PERM/TIED IN L /6HT FRAME UP TO 35 FT. 3 CONCLUSION.• 5.12.G. = E /4J 4!2.3-2 FOR TYPICAL 5P/RAL 57A/R5, NO HORIZONTAL OR IRRE611LAR/T/E5 PER TABLE /2.3-/ 5.0.C. = D FOR 5/M)=UF/ED. . /o.: NO TOR5/OVAL IRREGULAR/TY- eJ (118./) FOR SD. G. = E OR F, 5TRIC7ZIRE SHALL NOT BE /b.: NO EXTREME TOR5/OVAL IRREGULAR/TY - 1 LOCATED WHERE THERE /5 A KNOWN POTENT/AL 2: NO RE-ENTRANT CORNER5. FOR AN AGT/VE FAUL T To GAU5E RUPTURE OF 3.: NO DIAPHRAGM 015CONT/NUT/E5 THE &ROUND SURFACE AT THE 5TRUG7URE. � 50 � OF AREA. (N/A FOR 5/MPL/F/ED/� 4.: NO OY/T OF PLAN OFF5ET5. 5: NO NON-PARALLEL 5HEAR WALLS ! W/Ti•1 MAJOR AX/5. lOJ (L2. /4. /) 5/MPL /F/EO DES/6N /5 NOT APPL /GABLE 5J d 6J ARE NOT 5A n5F/ED. 1 t WOOD Fqgieeering, Inc. w-cr WOOD eElieg� Ine. Waite SP/RAL salN0. /6 W- ;0 5TA/R{Nf1Y� BS-62 +++a 5TA/RWAY� 85-82 _ nrx _x6.Fr /-7-l/ _ I- 7-// E IRON EDB THE IRON 10040 llau BOULEVARD a� - --- 10040 FOOTHILLBOULEVARDDATE RANCHO C CA 91730FOR (909) 989-208 - FAX (909) 989-8106 --- - _ -. _- SHOP_ DESIGNED BY _7 ��W _ RANCHO Cl1CAMONGA. CA 91730 (904) 989-2(197 - FAX (909) 98PB106 DESIGNED _ _-SHQP _- n LATERAL LOAD5 C.BG. / /BG.: Ss = 285 LATERAL LOA05 G.B.G. / /B.C.: Ss = 285 SE/5M/G " 51 = 430 5E/5M/G 51 = 1.30 15J (l2 2-2) FOR TYP/GAL 5P/RAL 5TA/R, NO VERT/GAL 20.) A242.3) 5E/5M/G LOAD COMB/NAT/ON5 IRREGULAR/T/E5 PER TABLE /2.3-2 rt _ALLOWABLE 577VE55_ OE516N $ /6.: NO SOFT STORY- 5. 4/.0 « 0./45nV0 # H r F r 0.7p G.- No WE/&HT MASS IRREWLAR/TY. 6. (/.O r 0.1055,95),9 r H r F r 0.525)0 QE NO VERT/GAL &EOMETR/G IRREGULAR/TY 4.: NO VERT/GAL /N-PLANE D/SGONT/NU/T/E5. r 0 75L + 0 7.S2r OR 5 OR R) d Sib.: NO WEAK STORY OR B. (0.0. 5)0 r 7 QE r H 6 - /45,90. P EXTREME WEAK STORY. 16.) (1.2r 4.1) RECUAVANGY, RHO 2/J (/2.4.2.3) SEISMIC LOAD COMB/NATIONS I ALLOWABLE STRESS DES/GN EVALUAT/ON RHO = 10 (NON-BU/LD/NG 5TRl.0 TURF COMBO 5. (/O r 0./45,95)0 r H r F r O.7 p QE NOT 51M/LAR TO BU/LD/N&) ' NOT A GON5/0ER A TION NO FLU/D RNO = l D FOR LATERAL OE5/6N, PRESSURES. I BUT D /5 415ED FOR /7J (12'42) 5E/5M/G LOAD EFFECT COLUMNS. E = Eh r Ev FOR COMBO 5 d 6. LATERAL EARTH PRE5WRE 15 NOT A CONS/DEBAT/ON. E = Eh - Ev FOR COMBO 6. CONGLU5/40N.• /BJ (12.4.2./) HORIZONTAL SEISM/C LOAD EFFEGT5 (10 r 0.14 x /.33)0 r 0.7p QE Eh = p QE = 40V OR /0FP s' i 1160 r 0, V.0 QE _ 1./80 r 0. 700E /SIJ (L2.422) VERT/GAL'.SE/SM/G LOAD EFFECT;- i Ev = O250S0 = 0.2(133)0 = 0.266, WOOD lbm& SLILW 5P/RAL 51wNo. /7 OF- WOOD Lk. &KEa 5P/RAL OWND, /e a= STA/RWAY 65-62 s � srA/RWAY 6s -B2 be w. oa pyo JOB NO, LV /-7-H � /-7-RANCHO // 1oaaFOOTHILL Aao u�� 10040FO MLLBouiEVARRD RANCHO CA FOR THE IRON THE IRON °1E SHOP SHOP cv 989-20 cC9M 9909 sloe �pwBy w. ov 98 cvoa� 989-2087 c "106 oEsr.NWer-W. LATERAL LOA05 G.B.G. / LB.G.: 59 = 2495 LATERAL LOAD5 G.B.G. / I.S.C.: Ss = 2.65 5E/5M/G , 5i = 1.30 5E/5M/G /.30 2/J (L24-23) 5E/5M/G LOAD COMB/NAT/ON5 (CONT/ 22J (42 4.3) SEISM/G LOAD EFFECT /NGLUD/NG ALLOWABLE 57RE55 0E5/6N EVALUAr/ON (CONT/ OVER5TREN6TH FACTOR. NOT APPL/GABLE COMBO 6. (/.O + 0./05505), + Ho FF FOR L/GHr FRAME. 5EE /2.10.2./ r 0..525p OE + 0.75L Lc�EE COMBO 5. 23J (/25) D/REG 7 -ION OF LOAD/NG + 0. 7--4r OR 5 OR R) (/2.511 5E/5M/G DE5/61V CATEGORY B ORTHAGONAL D/REGT/ONS FOR EXTER/OR STA/R Lr,2 NEGLECT INTERACT/ON. Id R ARE LE55 GR/T/GAL i (12.5.3) 5.0.C. G �rHAN 0.751- OR 0.755 SAME A5 B UNLE55 TYPE 5 HORIZONTAL (0.755 GR/T/GAL W IRREGULAR/TY PER TABLE /2.3-1 I5N0/N FOR 5E/5M/Cl NO /RR56i1LAR/r) .: SAME A5 B. K12.5.4,) 5,0.C. D, E, d F I FOR 5f 'IRA 5TA/R5 INTER5EG r/N6 COLUMNS (1.0 + O. /0SK1.331)D + 0.52X/.OJOE + 0.755 OR 5HEARWALL5 FROM 2 L2/REG T/ON5 ARE 1.140 + 0.5250-- 0.755 s Nor GR/T/GAL FOR COMBINED LOAD/NG. 5EE COMBO 5. CONCLU5/0N.- COMBO 8. (0.6 - 0.14505)0 + 0.7p 0E + H. DE5/61V FOR 5E/5M/G LOAD FROM 2 ORTHAC-ONAL AX/5E5. TYPE 5 HORIZONTAL /RRE6ULAR/7Y E 0.410 + 0.700E LE55 GR/T/GAL NOT PERMIrmo THAN COMBO 5. FOR: COMBO 5, 6., d 6. 5 d 6. ARE GR/T/GAL. 24J (/2.61 ANAL Y5/5 PROCEDURE FOR SD.C., OCCl/PANCY CATEGORY USE.• Va sea5+av = 0.70E W/ 1.00 (COMBO 5J A.S.D. LIGHT FRAMED NOT EXCEED/NG 3 5TOR/E5. OR Vascaea+sv = 0.5250E W/ /.140 + 0.755 (COMBO 6J USE.• E&VIVALENT LATERAL FORGE i PROCEDURE PER TABLE 1.26-/. I ff 1 WOOD Lic. s .*a 5P/RAL WIMNo. I`/ OF.- WOOD Eo�OeE!)�g, LSC. waccr SPIRAL y�,� ?Oa- - 5TA/RWAY 85-82 �,yE,y.�;o -- 5rA/R -YAY 85-62 �arr�°r Joe NO. rerare� imNo. _ �BOIAF�ARD /_7-// _ DATE /-7-// FM THE IRON - �„ THE IRON 100en RANCHO C CAV 1790 o"'�•-_ -_ 10040 FOOTHILL BOULEVARD RANCHO CUCAMONGA. CA 91730 SHOR --- (909) 98V-7091" - FAX (909) 909 106 oESMED BY = . w-_ (909) 989.2087 - FAx (909) 989-9106 ------5HOP ..- oE9G1m BY LATERAL LOA05 G.B.G. / /.B.C.: Ss = 2.65 LATERAL LOA05 G.B.G. / LB.C.: Ss = 2.65 5E/5M/G 51 = 1-30 5E/SM/G 51 = 1.30 25J 6a 72) EFFEG r/ VE 5E/SM/G H'E/6Hr (rV 27J (12.6) EOUIVALENr LATERAL FORGE PROCEDURE - - _- --- - ... - - -- --- - - -R '-3..5 (.TA0LE,/?2=/,_.G_._4J --- - W = D + 0.25 5.7ORA&E + /O P.5.F. PART/r/ON BUT U5E R = 3.0 PER A./.5.C. 5PEG- A/./ + EGXAPMENr + 0.205 /e = 40 (TABLE l/.5 -l) CGCUPANGY CATEGORY / OR // WHERE S> 30 P.S.F. (!2.62.11 BU/LD/N6 PER/OD WHERE 20 P.S.F. /5 05ED (/2.6-21 T = ro = Gt (hn,)-X Gt = 0.026 FOR VERT/GAL LOADS (TABLE L2.,9-2) T = o.o2606l 0.8 t COMBO 5. W = /.IBD = 0.028(/5. /9) COMBO 6. W = / /40 + 0.755 (!28.1.31 = 0.43 c 0.5 d (MIDDLE OF ( 5 57OR/ES MA 55 AT 26) 02'1. 7.3) 5TRUG71/RAL MODEL /N6. Ss = /•fig 3 -STORY/ FOR L/6HT FRAMES rA/R5 W/TH FLEX/BLE - 1. g COLUMN, ST/FFNE55 AND D/5 TR/BUT/ON OF SEE (/2.6-2/) 5i - l'�g FORGES W/LL Nor BE CONSIDERED. 4 5/7E CLA55 D (5EE 2J1 Ss>1.25 .: Fo=1.0 51 " O.SO Fv = 1.5 5+e = Fo Ss = 1.0 x ISOg = /.SOg Sw. = Fv Si _ 1.5.w 1.3og j Svs = 2/3 S -a = 2/s01.5Oq) = 1.Og . i c I . Sa' = 2/3 S. = 2/3(1. Q5g1 = 1.309 i i -95WO-4 7b2&31 b,71N97b'/%//X93 '3b/)O3a'Ja(d 5/5.A7Wt 0/ `LIOU-7td3 NO/ b'-5/d/0OW 35NOd53b b EEEO = 6:7 '1N3/�1d�3O� 35NOd53al �/h/5/35 9 '2l/b15 73/ 37 aaV bO. M/bE'O 1178 MEEZO = ^'A -,'s"c/1 55L O + Ob% / + M}.bt O 3H5 3548 N9/53O Z sro • aW�' p 3Wb2/� 1N3WOW .cb1�N/Oa/O �O 'W315.(5 9N/15�53b-3�bO� �1w5/35 '9 4707o M/bE'O = ^ted 3 .(bO931 b N9/53O �1W5/35 'S A710 o J S O8W0� 6OE7 = jos " 6007 = -G ,4&VWW175 NO/1 bN/9W0-'7 Ob' 7 (OE O 55b'7v 31/5 'E ('SZ sb' 3Wt�5 '3 (55'O 1 alOd 99 XVW NO61// 03548 9:2 0.1.917a 59Z = sS bOd 'goog 1170% 6OE5 , 6055 Z 72A.9 aNC ®-IVVU/b5) dM /bE0 = x // YO / .ca1O93LV:2 ArYVdd/1:2-'7O P 07 = 3/ 7 -'M /bE0 WO O'S'd .(bb'WWnS xM /bE0 = c-4 NO/ln8/b15/O bN3H5 7VINOZINOH (bZ/J (bt OG'/ = /5o� vm� H ire �/WS/35 VG7 = is � rsnrn ci �s :21A-191.9559'Z = 55 � 9'/ % '; 9 � 5;CV07 7V2-ZL V7 59 Z = SS 8l Sat 071 7b2N31 d7 AS mPMr30 — dOHS - - vole ase t606> xbi - ceoa ash (eow - n� �-- �e dOHS - voieeea caow xvi - 149M-696 caoa> //-L -/ a`v° lVOall 3H1 eO' iOdVAEMoe O� OVWL -- -�.a -L -/ NOb/ 3H1 NO1 OCL �oavDi:vioerims a�vooL —OU .c 1/Mb/1 15 -------- 29-59 "ON eor ��ire�.00vv�•c Z9-SB ON oor �varrenas�v �.n —i0 �z- ON' 133mm uz QOOM —Jo jZ 'ONS 7v19/ 133"m 55L 'O + a0/7 + /MEEE 0i5Z5'O = gsvv/% `9 OBWOV 9 O8W0� ,9 ?JO - M s oewo� -3sn O's'd O07 + /MEEE'OA o = A"590 251V^ s oew Asn 9/ (5L/'O X ME)950 = SNO/1VN/9W0:2 :2/9 VG 2VO-4 --05.e^ 95'0 = x-4 NO/1 W77teAg N9153O O'S'V (E".+ Z/) (/Z aid M MEEE'O = M 5: _ -wvo/� b0 EEE'O = 6:2 LIC-0 = (07/O'EJ/(OE'11)5'O = (.7//a.()/ /5 5'O = Xw s: M/bC'0 = e 'oe� (EEZO X ME)95'O = bO i asVGA 95'0 = xd ! M 950 v iy IM (E7'9'Zl) 9007 = j Mb5 MOE + M9/ + M9 = 95"OOE7 - ((0'/ / O'6/Eb O) / = MOE MOE xy x�y a (a/ / 20 /log = xv" s:2 i A x^5 = xd E/M = xM = IM -^' —A =,A ;OE = xy EEE'O = (07 / O'E) / 07 = 9V O ((LZ 335) 09,0> 1 M s-'7 _ asvv/A 53�1bO3 :2/WS/35 d0 NO/ln8/aCLS/O 7d:2/INS4 4EZ/J (9Z (1NO:V 7b291V71N37b'/%/nO3 (9Z/) (YZ OE'/ V/bV5/35 OE7 = 19 J/W5/35 59Z = 55 501407 7t&31 b759"t = $5 �'8'/ / "� 9"� SaV07 7Vb(-:1 b7 AM a3FJ530 dawn 9019.686 (606) XVd • LOOZi86 (606) ' M 'Ci_ SC*MG dOHS 9018.686 (606) xVa ! LOW-686 (666) -. oeuar[Vn3lnoa 00AOPOOL� //-L -/ �w ocL1adVA3lnoe�OOvaoi NON/ 3H1 eoi NOW 3H1 "vd //-L -/ 3Lw ZB-59 VN SW �+v�s�nw►�9vw�+w aea9�a �vaw+swar�i,v�w a.*pa-ui� .(b'Mb/b15 L9-59 °N .� 1�Mall t�15 i0 vz Goom , WOOD IIg, Inc. sm__ SP/RAL S(MN0. 25 OF- WOOD Fif�leTjflg, LIC. s cr -`P/RAL aErw, ?6 OF- sft�6ji"° DATE 05-62 ,,� STAIRWAY o '"!` 100 P.5.F. L.L. 6.395 J08 NO. Trra+r».cr 10.06 •roe N0. .95-,02 _ 32 /- 7-I / _ 41 -7-H 10040 FOO4THILL BOULEVARD THEIRON °+'F 100W FOOTHU u�a�Ro �, THE IRON/ Pwif RANCHO CUCAMONGA. CA 91730FOR (904) 989-2087 FAX (909) 989-8106 5/'/OP DEyrAM gy RANCHO CUCAM004 A. CA 91730 (904) 989-2087 • FAX(909)98"106 SHOP DEqGMED eY -zj. W. TREAD DESIGN /2.24 1327 TREAD DE5/6N (/00 P.S.FJ /00 P.S.F. L.L. 5'-0" D/AMM. TO T -0" D/AM. /7.76 SAMPLE GALL: (Y-0-2/AMJ R = 2'-6" TREAD SAMPLEGALG: 23.70 o = 5/N(69 /2)R = SIN /5°R = 0.259R = 7.75" o=5/NBxR 3,641 4.06/ R-/=30"-1=24" 711,97 9,960 BASE 20.5 3150 2 37.50 40.50 P.A2 4 av /50 A=((3*2a)/2PR-/J=(/.5*a)(R-/)=26850..IN. nl /50 Q Mc4pr- (w w 4,275 PuwF = 2 * ,oW144 = (/00 * /0)26,9//44 = 205%1 5,175 5625 6,075 V�Lair�en.ow 300 300 300 337 1 300 3004X 15011 /50+1 =(3(R-U-2/2*(2o-3)(R-1)12/611A / (3(30 - 0?/2 * (2(7.75) - 3)(30 - 0^2/611266 _ [(/,26/ * /,752)1126,9 = 3,0/3/266 _ //.24" COL. ¢ 205(30 - / - //.24) 300!1 = 3,64/ IN. -LB. 211" L r750 R -I5=30-1.5=20.5" R= 30„ �'--'75+� f iii MccA. _ (Pcow-12l(R - I5) _ /50(28.0) = 4.275 /N. -L,6 --60V. A = ((31 * 15.5)/2129 = 268 SCJ IN + �� FLnii =150 P.S.F.(26,9/l44) = 93# SUM -M V BASE = 3(29)"2/ 2 * 125(29)?/6 = 2649X a7 = (1262 * /752) / 266 = 1124" Munif = 93(24 - 1/24) = 4651"# Mc one �= (300J1/2)(2,9.5) = 4.275"0 (sov. LOAD 5HAR/N6 BY (2) TREADS CONNECTED AT EDGE WITH + BALLUSTER (SPINDLE) WOOD Eoginees'ing, Inc. 10040 heLL BOULEVARD RANCHO C CA 91710 (904) 989-2087 - FAX (904) 9998106 TREAD DE5/GN //OIG P.S.F SJB*R _- SHEETNO. � I OF - F___5rA/R-YA 5 rA IRJ-YA - 05 82 _ STAIRWAYlabz 85-82 - - DATE THE IRON fql -- _. - -- - SHOP DESIGN® er o '"!` 100 P.5.F. L.L. 't WOODLIC. Sua1ECT Sf'lf< 1f3 aF- smwd � _ STAIRWAYlabz 85-82 30' _ .._ 33" a"-W4N.ia,u.&d*WAWi -- o '"!` 7.75 6.395 9.32 /0.10 10.06 R-1 24 32 35 30 41 A v4 my 268 3.22 3717 441 508 Pwif 205 246 290 337 300 X //24 /2.24 1327 14.30 /5.3/ /7.76 /9.76 21.73 23.70 25.64 Maw. Aaaai 3,641 4.06/ 6.302 711,97 9,960 R-4. nw 20.5 3150 34.50 37.50 40.50 P.A2 4 av /50 /50 150 /50 /50 Mc4pr- (w w 4,275 4.725 5,175 5625 6,075 V�Lair�en.ow 300 300 300 337 1 300 't WOODLIC. Sua1ECT Sf'lf< 1f3 aF- smwd � _ STAIRWAYlabz 85-82 a"-W4N.ia,u.&d*WAWi -- /-7-// 10040 Foo1HLL BOULEVARD FOR. THE IRON w1E RANCHO CUCAMONGA. CA 91730 (904) 984.2087 - FAX (909) 989-8106 _--SHOP DESS BY ---'=> W . TREAD DE5/6N (40 P5.F,) 40 F 5.F. L.L. SAMPLE GALL. (5'-0" D/AMJ o = 51W612)R = 5/N /S R = 0254R = 7.75" R-1=30"-/= 29" A=((3*2o,)/2,rR-/l=(1.5*o)(R-/)=26.950.1N. Pwp.. _ & * 0)41144 = (40 * /0)260//44 = 173!1 X = (3(R - /)"2/2 * 420 - 3)(R - l%2/61/A _ (3(30 - 1112/2 * (2(7.75) -54/30 - l)?/611260 = 1(126/ * /, 752)11268 = 3,013/26,9 = 11-24" = 93(30-/-1124.) = 1,65/ 1N. -LB. R-/.5=30-/.5=20.5' McaHc. _ (Pc w -12)(R - /.5) _ /SCK20.0) = 4275 /N. -L5 60V. WOOD Inc. ' niXlnwyr cb,.mwr a �+cw.re�re9 � 10040 FOOT ILLBOULEVARD RANCHO CUCAMONGA. CA 91730 0904) 989-2087 - FAX (904) 989-8106 TREAD 0,65/6N (40 P.5.F,) F 5P/RAL s w mm 29 OF- F_AIRNAY A IRNA -r 65-82 6'-6" m JOB NO. R °i"'� 1-7-// FDR THE IRON SHOP DESr4m BY 42" 40 P.S.F. L.L. WOOD Enaftmrbs& Inc. &ftm&&ohmw abaos.w N,n .W&R.*ftAvBIepL4*7 10040 FOOTHILL BOULEVARD RANCHOCUCAMON(- CA 91730 (904) 989-2087 - FAX (909) 989-91oa smlECT SP/RAL 5-0" 0 5=6" 0 6 =0" m 6'-6" m 7'-0" m R 30" 33" 36" 39" 42" o n1y 7.75 8.55 932 /O./O /0.88 R-/ nw 29 32 35 35 41 A rso., iw 268 322 379 441 506 Pair. aw 93 I/2 /32 /53 /76 X nev 1/.24 /2.24 /3.27 /4.30 /5.3/ R -/-RI ew /7.76 /9.76 2/.73 2370 25.64 Mwir riK{a /,65/ 2,207 2,86/ 3,626 4,525 R-1.51nw 28.5 3/50 34.50 37.52 4050 Pca„e/? /50 /50 /50 /50 /50 M. K cel 4,275 4,72-5 5,/75 5,625 6,075 V2e� rxn.nw 1 300 300 300 300 300 WOOD Enaftmrbs& Inc. &ftm&&ohmw abaos.w N,n .W&R.*ftAvBIepL4*7 10040 FOOTHILL BOULEVARD RANCHOCUCAMON(- CA 91730 (904) 989-2087 - FAX (909) 989-91oa smlECT SP/RAL s+ffrwa -"OoF_ SrA/RWA)' e5-82 MWECF_5P/RAL "NO. 011E /-7-// FOR THE /RON SHOP OE9GNEDBY--=>.w. 85-82 a.``` TREAD DE5/6N //8" STEEL 3" x 4" G-68055 SEG T/ON PROPERT/ES B- 4 0Gb" U 5A5/6 PARAMETERS r a=A'-(2r+t) = 2.375" 0 in i o'=A,-t prom -1-- = b = B' - lr + 1/2J +a(r+(tVY = 3.686" m=/755" v = 9rr/2 = 1.57r = /57(0.25 J = 0.39?5" t = 0.1?5" r = 0.25" R = 0.1675" b'=3.938" 6=3.688" y -4G.G. --x ,+R = 0.1875" Xi=/473' G - 55C77ON a =.o. NOTE.• FOR ED/T/N6 PURPOSES FROM A./5/. MANUAL T)'P/GAL LOWER CA5E LETTER N/TH BAR ABOVE /5 REPLACED BY LOWER CA5E LETTER W/TH 'PR/ME" 5 Y7600 /N TH/5 CAL CULAT/ON. EXAMPLE.• o REPLACED W/TH o' WOOD Ln. maxcr_5P/RAL sew. 31 OF WDOD RiO�OElliOge iaC. MWECF_5P/RAL s�rw. 3-2 OF - STA/RWi4Y 85-82 s>,�ay..�o -_STA/RNWY 85-82 a.``` .9-e w. SMD. -------'---- --- --- / 7-H FOR IRON FOR ME IRON_ 10040 BOULEVARD a11E 100400040 FOOTHILL BOULEVARD w,f RANCHO c A. CA 91790 (904) 989 % .208 - FAX (90 984.8106 _THE _- 5/"/OP .-.. OEWAM By >. w RANCHO CUCAMONGA, CA 91730 (904) 989-2087 - FAx (904) 989$106 _ _ _. _ Jam' H OEyOMM By W. TREADdF516N MO" 57-5EL TREAD DE5/6N //B' 5MEL 3" x 4" -68055 5EG r/ON-ROPER r/.--5 (CONT) 3" x 4" G-6RO55 5EG T/ON-ROPERT/E5 (CONT) 2,) CRO-'5 5EG TONAL AREAwA 4.)D/5TANGE BETNEEN CENTRO/D AND WEB GENTERL /NE A= a + 2b + ?v + a (2c + 2w 1 X'c = 2t/A / b6b/2l + rl + V0.36.k1 /?5 r?.375" *?(3688 % + 2(0.3415 J + OI + a(v(b . 1.637r). ab+ ?rll _ .12512.375"+ 7,376'+0.785'+01 WA a •ov 0 125PO536 7 _ W. IN. _ ?(O./?5"l//.3/7 ! 3688/(3688/2) + 0.251 13/7 + 0.3925(0.363(025/) + O 1 � oaeae 3,) MOMNr OF INERT/A ABOUT X - AX/5 = 0.1898" / 7.7227 + 0.0356 + 0 / = 0.1898 " / 7.758 ! 0.0417o^3 + b((aF 2) + r)? + v((o/?l + 0.6-17r)-2 2t = /4725 Ix = + 0./49r 3 + a(0.0833c 3 + (c/4)(o - C.) +v((o/2)+0.637r)^2+0./49x31 a WA _ . 0,0 5✓ D/5TANGE BETWEEN CENTRO/D AND OU75/DE OF WEB Ww" X' = X'c + t/2 OZ025 0.04/7(2375")"3 2,06e4 _ /.4725 + (0.125/2) + 3.688 ((2.375'%2) + 0-25V-2 _ /.535" + 0.3925Y(?.375'%?) + 0.637(0.25))? + 0./49(025"l 3 + O 'ase oa5e = 025" (0.5586 + 7.6?09 + 0.7//9 + 0.G0-23 + O) = O. 2.5 (8.8937) = 2.223 WOOD F ite. say Mo' 'W col"WcW10040 Foo•mmft TMLL BOULEVARD RANCHO (907 9BP CA98971.8106 weiEcl 5P/RAL STAIRWAY sorra. 33 a_ 8Jr-62 017E -�. w WOOD In& an.&.W fiwh v loom Foonau aou�vaio cvov� RANCHO FAX c'Avoal�s� 1730 sax 5P/RAL STA IRNA Y 9*3Lrwa 34 OF_ Me NO. 85-82 /-7-// FOR THE /ROH w„ THE /ROH IAI DEsr•®er -�. W. SHOP SHOP TREAD DE5/6N (DONT) 0911 STEEL TREAD DE5/6N //B' STEEL 3" x 4' G-6RO55 SECT/ON PROPERT/E5 (CONT) 3" x 4" G-6RO55 SECT/ON PROPERT/ES /CONT) 6) MOMENT OF INERT/A ABOUT r' - AX/5 6) D/STANCE BETWEEN CENTRO/D AND SHEAR CENTER E�(b/2l + r'J � + 6 3//2 + 0.356 3 l /y = 2t t (c(b #.2r)-2 + v(b + 1637x•)1 + O.149x• 31 J Xo •= Xo MEASURED /N NE6A r/ VE D/REG WN - �AX'c Z w` ` ' oA = -/14725" + 1755 iesio so.Oie t 3688//3.668/?J r 0251 "2 + (36881 /21 r25"J l + 0.3-56(0.25)^3 + 0 J o.0ib -11.3/7(14725)? 9) 5T. VENA NT TORSION CONSTANT WA a . oo ova 4./80/ + 0.0056 + OJ - ?.855 = C�25" (?0.3571 - ?.855 = S.OB9? - ?.855 = 2.234 i ✓ = t 3/3 (a + 26 + 2v + a (?c + 2u) J = 0.125 3/3 42375 *.20.6,90)o 2(0.3925) + OJ = 0.0020/3 (2.375 r 7.3760 + 0.76507 + OJ = 0.00065/(/0.53601 = 0.00666 7) D/STA`NGE BETWEEN SHEAR CENTER AND WEB GENTERL/NE rwA :.00 , r 3o'?b' + a c Y6o'? - 8c '?J _ m Lo'3+6o'2b'r acY8c'2+/2oi'+6o-2J WA a . 0.0 6(?.875 i ?9.7637 exss „ 97.650/ 06 = 3.938" (0.445) _ /.755" 3 • ID WOine. X6rq [D,nrar misco.v� 10040 Tau BOULEVARD wwcr+o c cA 91730 -259."106 (909) 98P2087 - FAX (VOD) 9H9-8106 ms* a SP/RAL STA/RWAY 9METNO 35 OF_ Koala. 85-82 m, - /- 7-// _ OESK1® By _. W WOOD Fogtneering, ine. m..n sx;p 7riNbrq Gn.rsdexsrdxuveuii9Aapr loom Foonau 9oultl/nao RANCHO CUCAAAONGA. CA 91730 (909) 9896-2007 - FAX (907) 98P8106 su0+Ec� 5P/RAL STA/RWAY ,w OF - Joe No. 85-62 - 7-// o�� /-7- DESrAM 9Y W. --------- ._-_- - FOR .THE IRON _ Fm T1 /E IRON Sl-/L'%P _ TREADD 516N //6" STEEL TREAD DE5/6N Me STEEL 3" x 4" -6RO55 5EG TION PROPERT/E5 (CONT-) 3"x 4" G-6RO55 5EG T/ON PROPERT/E5 (CONT) l0) WAR /N6 CONSTANT /l) PARAMETER w 2o"fib'.-- b-2 WA=,00 4-4 . 1/2b�'3 + By o 3 Boc Gw = o' cr + 484bi'2 + /2a?c"2 l? -rtXaa'3 r tX a l �P ' J 'Q� �cs1. r _ O.l?Sr/ 47 3X2. 875)3 + x/.4731 3(2.875)1 WA a .00 __ _ 4.3755 r 1/466 /? m97 (0.3646 r 414661 = -15/3/ 6.2696 /93070 3(2.87512(3.936)2.0 ?.675?(3938) 2(0.125) 0-2656 /91o719 _ 12 eroae 6(2.675) 2(3 938) L ,) PARAMETER�- +(?875 * Ol 3 - O )6 = t/2((b' - X'4)-4 - X'c 41 + to'-214[(b'- o'?/4((b'-16.02-27 16.02-27f 187./627 + 364.5449 + O 1 /? l /95.3002 + 23.7637 - O J = O./?5/?l(3.93674W 1.473)^4 - 4473^41 r 0.12-'Fr2.675J?/4((3.938 - 1.47:V-2 - 1.473121 • ex6v z.6so S 71.'70'76 I13352 = 0.062X36.92/ - 4.7081 + 02SB316.076 - 2.1701 = j ?140639 } = 0.0625ir-q?2141. 0258.%3.9061 l = i 1.3352 /2.60981 = 2.0/3 + /.Ooc? = 3.022 _ 13.404 _ 1 I WOOD Fi1�Mel1/!� Inc. suBlEcr SPIRAL gWNo. 37 OF_ WOOD Inc. asA= SPIRAL , 36 ai_ tp STA/RNAY 85-82 �'"''o 5TA/RNAY 85-82 ,,„p• ,OB,p AR °A, 1-7-H w>F /- 7-// Fan THE IRON �„ THE IRON 10040 FOOsnQLL BOULEVARD 10M FOCOaLLBOU�LEVVRD (909) 989-2087 FAX (9A09)�98"106 p��gy—�. W. (9091989-2OB HO X90`9>�90"106 oEWAEo BY —'=�. W. SHOP 5/'/OP TREAD DE5/6N Ma" STEEL TREAD DES/6N //8" STEEL 3" x 4" G -&ROSS SECT/ON PROPERT/E5 (GONT,) 3" x 4" G -GROSS SECT/ON PROPERT/ES (DONT/ 13J PARAMETER B GR055 SECT/ON PROPERT/E5 SUMMARY (UB" STEEL) a = 0.0 (NO L /PSJ A = /3/ 7 W. IN. = x/2Ct(b'-Xrj3 c)"31/ lx = 2223 /N. "4 0 5x = 2.213/(300/2) = 448 /N. 3 14.) PARAMETER V5E0 /N DETERM/NAT/ON rx = 1.223//.3/7 = /.30 OF ELA57/G GR/T/GAL MOMENT y J = 1�(2/y) ( 6 w r ♦ .8 t ) - Xo /y = 2.234 /N. 4 = //(242234)) (-1.5131 f 3.022 r OJ - (-3-220,) i _ %/4.468 05089/ + 3.228 02238(/.508=/) I Q Sj ra- 2.46 4/)/53 5 X — X = m 3228 _ I = 0.3377. 3228 = 3.566 R = 0.1875" 5jwrra+ = 2.234/2.465 = 0.9/ /N. 3 I 3688" /.473" ry = 2234/1.3/7 r, = 130 Xo = 3.228L ?.465" 1535" J = 0.00686 TOP FOR y y y i Gw = 3484 I J = 3566 4.Gp0" i 1 t = 0.125" WOOD Eo� L1C. StSEcr 5P/RAL ria. 3`1 of-- WOOD F. iOg� Inc. suaiEcr SPIRAL rHo. `� oF_ ":ntl 8j,,.,;,, 5TA/RN64Y_ 85-82 v 5rAIR!•1G4Y 65-82 _ jw,,. xlero. /-7-/ °"'�— ooso11uBOULEVARD FOOTHILL -—___ Fw THE IRON FoTR RAO C GA. CA 91730 (909) 989-2087 - FAX (90� 98D-8106 pEgK;NM BY —�. W RANCHOrsa.r,roratAsv. CAA 91730 ( 98420B7 - FAX (909) 989-8106 DEy043) gy _Jr" f'It'%P –__- _. _ SHOP . _ M TREAD DE5/6N STEEL TREAD DESIGN STEEL A. GENERAL PROV/5/ON5 B. ELEMENTS (NORTH MER/G_AN SPEC/F/GAT/ON FOR THE DE5/6N OF _ B Ll (oX3J w/t mAx=60 FOR UN5T/FFENED ELEMENT GOLD -FORMED STEEL'S77Ql,GTUR4L MEMBERS ?007 ED/T/OKl " iv/t -1 30 WILL C-1 VE NOT/GEABLE DEFORMATION A./2 A15.0. APPEND/X A FOR U.5.A. AT FULL DE5/6N STRENGTH Rn = NOM/NAL STRENGTH = STRENGTH RE5/5TANCE 6/2 MAX. WEB/DEPTH/RAT/O THICKNESS h/t PER CHAPTERS B TO 6 * APPEND/X A. I h/t mux = 200 A.S.D. ALLOWABLE 5TREN6TH = R1J2 R� s FORGE OR MOMENT (I = 2.00 FOR MEMBER5 B2./ WA 1/1-11) (Mt) 2.50 FOR GONNEG T/0N5 B?.? WA NOM/NAL LOA05 = CODE LOADS (G.B.G. 1B.C. A.5.C.E. 7 ETGJ a2.3 NIA A3 LOA05 $ COMBINATIONS PER CODE (G.B.C. /.B.0 82.4 WA A4.1/ A.S.D. 83.1 WA r-�wenw. sr>ee3asn� 832 UNST/PEENED ELEMENT N/ STRESS &RAD/ENT (o.) STRENGTH DETERM/)VAT/ON. R✓fl = ALLOWABLE DE5/6N STREN6TH (2) f IN COMPRESS/ON Q f2 IN TENSION. A5 WA L.R.F.D. A6' L.5.0. WA A72 GOLD FORM INCREASE IGNORE (GONSERVAT/VEJ WOOD Wig+ Iuc. atnuecr SPiieaL SWIM. 41 OF- WOOD EnoWmering, Inc. - SPIRAL Hca 42 OF- •��, STA/R{'YAY 85-82 ,, �"'�• ° 5TAIRM r' jog ma 495-402 LVntro /-7-// HLBMLEVAM lAl /-7-// Fm ME IRON mR THE IRON 10040 FOOTHILL�� 0,, 10040FOOTHILL cesr,N®er -�. w. (909)969-208C7 - FAX 9AOv)�98"106 DEXAM By-T�. W. (909)989-2087 CA 91730 5HOP 5HOP TREAD DE5/6N //8" STEEL TREAD DE5/6N //B" 57EEL B. ELEMENr5 (CONT,) 831 / B2./ (o) (GONTJ B3.2 (o,)(2) (CONT,) b= w WHEN A c 0.673 (/ r 1P) G3L2/ PERPENDICULAR b = RHO w W(I WHEN A � 0.673 + Y�J i f = Fc TO SYMMETR/GAL i a NHERE Fc 15 AX/5 A = Far DETERMINED I BY Fe 2.750" 0./25" _ F1 / It// (A550LUrE VALUE,) I CONS/DER 07 = O (cONSER✓Ari✓5) /F Fe " 0.56 Fy 3.000" 1P' =!; / O / fi/ = O Fc = Fe .: K = 0.57 + 0.2/ P + 0.07 P 2 5YMMETR/GAL AX/5 -- K = 0. 7 G5 A Max Fe (a/ = [J + Gs f Z + / 22(Mt/MexJ � 7r?E �w�2 �y Z=(0.30,)2 F,_ '� cm 5, L2(7- /t 2J 0.57 ACTUAL GOASERV- O -K. 'A = /.3/7 50./N 43•/41:2 (2gE6/ (O./?5/3.6BBJ"2 = G{43 '/'x = l30 I 120 - 0.091 Mex = (712 EJ/((KxLx)/ix/ 2I a+s®cRav 7c c F� _ l 11934 = 1(9.14) - 2(2956///1((2./ x 421//.301 2I = 62,1/6 _ N.A. f? G>F = 0.6 - 0.4(Mi/M2l = 0.6 - 0.4(O/Mz) = 0-6 _ FIND Sc = 0.9/ IN. 3 G31./ '/-o = 1-x 2* 1-y -2, X,-2 (aJ PR EDURE l W ; f = FY = 36,000R.5.1. i fY ew PROCELVRE // N/A t = O.L25 • 5EE PREV/OU5 5HEE75 FOR VARIM5 68055 SECTION PROPERT/E5. . P r WOOD 2 -am us*,, SP/RAL 91EEf N0. 43 a-- WOOD F.ogineedng, IOC. %.,w 5PIRAL 94M N0.44 OF- 5TA/R-YAY 5rA/RWAY B5 -B1 imNO.- XS No. a Fan TI/E IRON THE IRON 1owo EVAARRo 1►BMA: wrE_•.�-7-// -- t0040FO Tlau BOULEVARD a� RANCHO CCA 9170 (909) 989.2087 - 0D) 9�8D-8106 - _-. -Sf�OP _. _ DEMN® By �. w RANCHO CUCAMONGA. CA 917,)0FOR (909) 980.2067 - FAX (9001989-6106 pFgKWM BY w. 5%%OP _ Y TREAD D 5/GN //B" 5MEL TREAD DE5/GN Ma" 5MEL 53.2 B ./ o (CON r 83,2 /B_2./ (aJ (CONrJ G3/ / NT - - _ -_ (Kt W-2 - ] Fe = 50,193 a ?. 78(3 01 6,00 I 6 = /A3E6 KC = _17./ .: Fe = (/O/91v/ - ((/OFy)/(36FelJI Lt ¢? -- a.seo clew ro a Mc = (70/9),36,000/1/ - ((10 x 36K.s 1.)IK36 x 50 Iq K5/J,)J / r (3.141 "?(2958,)3.484 _ ��O•�/ Mt = T L/13E6(0.00686/ + 42l ? (2. l x � Fc = 32,030 < 36,000 (F 1 '• 1 r 99656 -,•��� P.S./. _ 18.1_2 L775/B + 7779 = 0.105_5j/77,5/8 + /?8,037/ Fe=317J(6_2,1/6,)1/10.6(0.9/)% x P. 566-(-1) 1 (3.5661? + (3 7U""?(/13016/6?,l/6)] � r _ -1498_29 03.566 - /2.7/6 + /3.76(0./8?) - _ -149,82913.566 - 3.40IJ 1=1­14ge241-0.3351 �- ' WOOD Englnlering,1w. aerxe,.A 100400040 Foo6�Bo�VAARRD (904 9C89-20BB7 - FAX(909)98"106 8 aftKa 59-/RAL STA/RWAY Mrra.`f5 a_ be Na IAI /- 7-// 0ESMED BY -�. w. WOOD F.A 'lng, bw. nrxdryr 1 FOOTHILL ea/�vA�ao RANCHO(9989-77-- FAX (904)980 8106 as= 5P/RAL STA/RlNAY awmm 46 OF_ JOB "M 65-82 /-7-// , THE IRON THE IRON FOR SHOP 5HOP oESGNM er -�. W. TREAD DESIGN l/B" 57 F, 61L TREAD DE5/6N //6" 5TEEL 83.2 / B2./ (OV (GONTJ B32 / B2./ (a) (GONTJ W/t = 3.688/0125 AFTER B2.1 (o) (CONTJ = 09.5 < 30 .: NO NOT/GEABLE OEFORMAT/ON. < 60 MAX. 0159, F = Fc = 32,030 �`�`� G �' v= 17 � R=0.188" 5 A = f = 0.39" J_ n - 0.25"�/ EFFECT/VE SECT/ON PROPERT/E5 &-AX/5) ELEMENT L X Lx Lx 2 2.02 /.0/ 2.04 2.06 0.686 0.1411r^3 = 0.0023 f- 4 = 19200 12, q34 2.332" i� 0 1.01 10/ -204 1.06 0.666 39 O 3 0.-2.173 0.65 /.84 0.003 = 157 ,0.673 .: b = RHOOV 2.02" 0 O4 0.39 2.173 0.85 184 0.0023 EO. GONSERV. 0.3/1" RHO = `I - (0221A )L� = (/ - (0.22/1.57)-1/1.57 0./59 2173" /(D= /© = 0.54b O O = (2.0)':3/1? 1 LOl" = 0.686 /N. "4 L, = 0.5-fan 3 � y _ X AFTER BZ.l (o) m - b = 2.02 -h 5 2.27" O 2.375 2.270 5.39 /2.24 0.0004 710 ----//./7 20.04 /.377 x = � Lx = 11.17 = 1.55 NOTE.• SEG TION PROPERTIES 720 ARE GON5ERVAT/VE BA5ED UPON K = 0.43 < 0.57 MIN. /y = [,v/ t) + I Lx 2 - X 2s L] t W/TH 79- = O (SHT. 4/) _ (1377 + 20.04 - (155)2(710J,b /25 �\ F/NO Sol = EFFECT/VE `f 3688" -� / SECT/ON MOOULU5 ABOUT 1, AX/5 3.875" 3.938" (2142 - 17.3010.125 _ [4./2,0.125 = 0.5/5 UN571/FFENE0 LEG /N GOMPRE55/0N, SUMMARY.• EFFECT/VE SECT/ON y y AX/5, / = 0.5/5 /N"4. l = 0.149 3 = 0.0023000" 4. v =/.57r i = 0.39 t = 0.125" BOTTOM.• -`6 = 0.5/5/1.55 = 0.33 /N. 3 (COMPRESSION LEG) TOP.• Se = 0.515/0.78 = 0.66 IN. 3 (TENSIOV (SEE NOM). WOOD Eo&wwinM Im. Sftx�wawm 10040 THU1 BOULEVARD RANCHO C A. CA 91730 (909) 989.2087 - FAX (909) 999-8106 suaiEcr 59-/RAL 5TA/RWA'r ., . 47 OF_ 85-82 °"'� /-7-// DE9o® BY WOOD FmoWicerhM Inc. uwswi-:9 R62#6S 1s FOOTHILL Foou�aa�tvAao RANCHO CUCAMONGA. CA 91730 (904) 984.2087 - FAX (909) 989-8106 -- 59-/RAL STAIRWAYto. %*Er,,,. 4,9 OF- 85-82 °"'E /-7-// _ Fa„ THE IRON wn THE IRON SHOP TREAD Dk5/6N 1/8" 5TEEL 7REA0 DE5/6N 1/8" STEEL PER G3.11 s G312 (G313 s 03.14 ARE N/AJ CHECK HANDRAIL TO 015 TR/BUTE 3000 G.L. (GONTJ GHEGK l 11-2"00, x I/8" HALL ALUM/NUM OR BRA55 (GONTJ SMALL A5 T OF M7 = 5� Fy = 0.66(36 000) _ ?3, 760 "++ = St = 0.66 / = 0.04,7067(ld "4J - (d 4J) - -- - OR - - -- -- ----- - -Fy _- - - Mn Fe =0.3.3/32,030-1=/0,570"0 �_�=0.33 - _ _ 0.049057((/541 = (125"'4"))- - =0.129/N."4 Fc =32,030 M uLcw .- Mn/ iab = /0570/167 ALUM/NUM -5003-H/4 ),IG/RGUMFERENT/AL WELDS) Ftv = 20.0 K.5.1. Fty = /7.0 K5.1. Fey = /6.0 K.5./. = 6,329"0 6,304' F/ares o/.u( 6,075"0 4o- 7d p/AM Fsv = 12 / = 10.OE6 ` rr M,cca.yj-uns = 6,329"+F A.SD TEN5/0N CHECK DEFLECTION A +ux = PL 3/3E/28 //2" M/N. _ /50(40.5-1 3/3(29E6V0.5/5 40 1/2" MAX = 0.222" , 2L/360 = 0.233 O.K. Fbt = /.l7 Fty/ny =/./7(/7)/165 = 12.05 42R - Fbt = 1.24 Ftv/Kt nil= 124(20)11O(195J = 12 72 COMPRESS/ON d'oK = l5O(?8.5)"3/j 19E6)O.S15J 42" Rb/t = 0.7,/0./25 = 6.0 < 20 = 0.076" t2L/360 = 0.16"OK 21- MAX.• CHECK HANDRAIL TO 0/5TR/BUTE cays4/7 Fc = /./7 Fcy/ny = 1/7(/6)/165 = /134 K.5.1 OR /O.O K.5.1 W/O 3000 GONG. LOAD FOR TOR5/0N Mu"w = 0.172 x /0.0 WELDS REOUGT/ON ON TREAD l = 1720'k OR /,720'0 /,566 f w = (300012)/2/- = 7./0/" I j • loly V. Le1VT. MANpQA/L ® 3OQJF NFLL IIQYWM'JA'•C/IXlrr w COV. CHECK , 112"OV, x 11.0" WALL f f f ALUM/NUM OR BRA55 - 5= 0.098/7-lY(d 4) - (di-4)V/d = 0.098/7X(15"4) - (1.25"4)J//.5 = 0/72 /N. 3 WOOD gsxrr SP/RAL SMEETno. 49 oF- WOOD Engineering, Inc. aaw SP/lZ4L 'MMMM SO OF- F-STA/RWAYJueMD. 5 rA IRJ-VA)'5rA1RJlA)" BS-02 � v STA/RWAY 65-82 Jue MD. jog ma /-7-H /-7-RANCHO // 100400040 FOOTHILL BOULEVARD 0,, 1 FOOTHILL eou�iEVAARRD FOR THE IRON � THE IRON GATE (so W20Ca�98"106 DEsiGr®er (9 b9RANCH2o9�i FAx(9AOv))998"1oa oE9r+i®er 5HOP 5HOP TREAD 0E5/6N //B" 5TEEL TREAD DE5/GN //B" STEEL GHEGK HANORA/L TO P15mal TE 300+ 6. L. (GONTJ GHEGK HANDRAIL TO DISTRIBUTE 3000 G.L. (GONTJ CHECK / //4" O.D. x l/B"WALL CHECK / //2" O.D. x //B" WALL ALUM/NUM OR BRA55 (GONTJ 98 5 = 0.0/7(/15 4) - (/.04 = 0./42 /N. 3 / = 0.049067((/15 4) - (/.O'4)) = 0.072 /N. 4 BRA55 843-94 5TD. H58 Ftv = 40.0 K.5.1. Fty = /8.0 K.5./. E _ /5.056 BRA55 VALUES EXCEED ALUM/MJM O_K.�GS ALUM/NUM 606/-T6 �rAn�eiALs CHECK DEFLEG T/0N 0 savr Ftv = 42.0 K.5./. Fty = 35.0 K.S./. Fcy = 35.0 K.5./. A = [7./(2/)"4MO(/O.OE6)0./29J PAM Fsv = 27.0 / _ I0.OE6 7EN5/ON COMPARED TO TREAD DEFLEG WN = //7/35.0)//65 = 24.82 7'-0 "0 FAG TOR = 0.221/0./33 = 1.67 SAY /003t; OR FAG TOR = 0.078/0.133 = 0.59 SAY5g1e Fbt = /24(42 0)//0095) = 26.7/ i GONGLUS/ON.• COMPRESS/ON CON5/0ER 59,* OF TR?EAO WEAL za7 COIL S�"oft Rb/t = 0.65/0./25 = 52 < 20 AWN a0FW H'AMAll. TOR5/0N.4L MOMENT /S A ftavnav CP 3aO* Fc = 1.17(35.01//.65 = Z4.82 K.S./. �GOV. RE5/5TEO BY HANOR41L. #15" IRA+•fEM rD M,ua = 0.142,y 24.292 = 352'k 1 /,575"# AXIAL LOAD /N $ D/51ROMP rMWEASr7 5rA/RM4Y' HAAOIlet42 CHECK DEFLEGT/0N d = [7./(2/)"4Me(/O.OE6)0.072J = 0.240" " COMPARED TO TREAD DEFLECT/0N "------------- 7'-0"0 FACTOR = 0222/0240 = 0.93 5AY 93% m = 7./r//"® 5'-0"0 FACTOR = 0.078/0.240 = 0.33 SAY 33A -60V. + GONGLUS/ON.• gOOa CON5/0ER 3336 OF TREAD TORSIONAL MOMENT /5 ! RE5/5TEO BY HANDRAIL. j ji (GON5ER✓ATl ✓E FOR 7'-0" 01A M-) WOOD Eos sua�E(a. SP/RAL_ sew. 5/ OF WOOD Lae. mama 5P/RAL sa�TAO. 52 aF_ 5TAIRWAY 295-,92 m�co,.0 n _STAIRHNY x>aw85-b21004o TLL BOULEVARD :40NG OATE _ ... 1- 7-H 10040 FOOTt91L BW YARD M7E /-7-// FOA THE IRON FOR 7%/6 IRON RANCHO cA. CA 91790 (904) 989-208 - FAX (90D) 999.8106 GEyI,M gy _-.- RANCHO a>cnn�GA. CA 91730 (909) 989-2fI87 - FAX(909)98"106 _ SfOP - OE9G1m OY _ SHOP _ TREAD DF5/6N l/B" STEEL TREAD DE5/6N //B" 5MM- CHECK HANORA/L TO 0/5TR/BUTE 3000 G.L. (GONTJ CHECK HANPRAIL TO DISTRIBUTE 3000 G.L. DONT CHECK / 3/4" x 2" -150L /0 OAK CHECK / 114"0.0, x 114" PYA1- 5 /.75(2) Z/6 = l.17 /N. 3 -• 5-=-0.098/7(625 4) - /0754)%•=-0209.1N:-•9------ ----• -- --/ .V r.7�2/3/11-=-x17-lnr.-'4 --------- / _.049087((/.25"4/ - (0.75"4)) - 0./06 /N. "4 REO OAK OR M/XEO OAK OR WHITE OAK 5EL. 5TR �RA�S 843-94 STD HSB Fb = /,/50 x 1.5 = /, 725 P.S./. Ftv: = 40.0 K.S.1. Fty = 18.0 K.5/. E = /5066 E = /.1E6 B)-IGOMPAR/SON, USE FORt-VLAS SAME A5 ALUM/MIM. MAua. _ /./7 x /,725 = 2,0/8'k > 1,575 21 Fbt= / /7(/6.0)/1.65 = 2/.06 - 60% OR CHECK DEFLEG T/0N Fbi =/24(40.0)//.95 = 25 43 d = [7.14211-4060.156,)1.171 = 0.134" SEG TION 51M/LAR TO ALUM/NUM, CONS/DER Fcy = Fty COMPARED TO TREAD OEFLEGT/ON 7'-O' m FAG TOR = 0.222/0./34 = l65 SAY /00� MAuw. = 0209 x 2/.06 = 4.40'k /575 5=0" 4P FAG TOR = 0.078/0.134 = 0.58? 5A1,56.% CHECK DEFLECTION CONGLUS/ON.• [7./(11/"40,005.OE6)0./O6% = 0./09" C0N5/DER -coP6 OF TREAD T0R5/ONAL MOMENT /5 HA RESISTED BY OR COMPARED TO TREAD DEFLECT/ON (GONSERVAT/VE FOR 7'- OR '-O' mJ. 7'-0'4P FAG TOR = 0222/0./09 = ?0 5A '1' /00,% 5'-0"0 FAG TOR = 0.078/0./09 = 0.72 -SA Y 72S GONCLUS/ON.• CONS/DER 72lb OF TREAD TORS/OVAL MOMENT /5 RE5/5MO BY HANORA/Lr:- (CONSER✓ATl✓E FOR i WOOD Foltz, Lac. MAJECT SP/RAL SMMNO, 53 OF_ WOOD ESS+ Iuc.T-OF_ suatECT SP/RAL 54 . M,,,*:4&.w STA IRNA Y xlaw BS-82 �„�,, STA/RN(AY 85-62 �rto /-7-// /-7-// TiiE IRON � THE IRON t FOOTHILL BOULEVARD °A, tooao Foos lwu �ARMW a� SHOP SHOP DESIGNED BY -T' . W. RANCHO CUCAMONGA. CA 91730 (909) 989-2087 ' - FAX (9091) 969 106 DESIGNED gy �' . W . RANCHO CUCAMONGA. CA 91730 (909) 989-1057 - FAX (909) 98968106 TREAD 0E5/6N //6" STEEL TREAD DE5/6N l/8"SMEL CHECK HANDRAIL rO 0/5 TR/BUTS 3000 C. L. (GONr) 6'-b D/AM- GHEC K TOR5/0N 1'11/ 300' G.L. Mz SUMMARK. ' FOR: HANDRA/LS (NOT CRI 7'16A4 W LIN/FORM LOAD) / //2" O.D. x //8"WALL, 3003-H/4 ALUM/NUM OR 6'-6"D/A1-f GR/T. PT A' Mx = 5,625'+ (5H r. 29) B43-94 5722 H56 BRASS (-E;qW H OR Mz = 1500 / I/4" O.D. x I/6" WALL, 606/-T6 ALUM/NUM 1'333) _ /501'/0./O) VH7NA _ �OR _ 1,5/5 "0 rl / I/4" Q.D. x I/4"WALL 843-94 572. H58 BRA55 (72Z,) OR j = /,O/5"�+0 / 3/4" x 2" SEL. 5rR. RED OAKMIXED OAK,0.67Mz OR WHITE OAK (56.A U5E•: HANDRA/LS r0 RESISr33.i; OF rORS/ONAL VH = Mz/0.78 i MOMENT /N TREADS BA5E0 UPON MOST = /,0/5/0.76 GRIT/GALD/AME7PR. FOR TREAD DE5/6N ttO.1205' = 1,30/+ (TORS/ONAL SHEAR/0" U5E 67A; OF TORS/ONAL MOMENT FOR OE-1516N. GON5ERVA rI ✓E FOR DIAMETERS LAR6ER Vv =300 +/2 = IW# (VERT/GAL SHEAR, 54 ?9) THAN 5'-0 I SEG T/ON AH = 3.0,y 0.125 (A r GOLD = 0.375 SCJ /N. OR lI50# AH =2x 0.78x0.125 = OM5 -60V. I L a = IO./o' L L " Av =.2 x 4" x 0./25 i = /.00 SEG T/ON (A r OALLL15 MR) WOOD 6F lur- SUBJECT 5P/RAL �.0. 55 OF-- WOOD F.uOWfe� Inr- sti5+� SPIRAL �,0. S6 OF_ �..,�, 5TA/R^4 Y 85-82 ,,,,�,,�,,,;0 5 rA/R^4 r 85-82 - JIG im„D. ,sprue ,�„o. �BOOULEVARD /-- /- 7-// FDp 77lE IRON Fa, THE IRON- lcim DATE _ t00W FOOTHILL BOULEVARD DATE RANCHO C CA 91730 (909) 989.2087 - FAX (909) 989.8106 DE,yp® gy_: >. W _ RANCHO CUCAMONGA. CA 91730 (9091) 959-2057 - FAX (909) 989-8106 ._ SHOP --_ DESIGNED BY -=>. W . SfK%P TREAD P5/6N M13".5 MEL TREAD 0E5/6N 3//6 " STEEL 6'-6" D/AM. 7'-0" D/AM. C3.3 IBINEP -'--HFAR AN /N6 CHECK TORSION W/ 300+ G.L. /N fl�M 1 r iJ v(VvJ 12 I v(VH/ 12 os Ayr GR/r/GAL w UNIFORM LOADI Mz _-[ Nbixo J `.-_. ✓n J ' ` _ _1inN __J �./D. _ __.Z'-O"OJA_M__GR/_r I -� Mx = 6,075"Jo Pr A 2.375' Mz = /50o 5,625 "�+ = ISGY/0.6BJ VH N.A. _ h o.188" 'p 11 fl v = /.80 0.67Mz = 0.670,632/ ry �A i MAL O Vv = 3G0�+/? = /W# Vn = AAvFv h4 = 4.0/0.1.25 = 32 VH = Mz/0.78 = 2/,6GY�++ EKy/Fy = 29E6(534J/36OGL'J = 1.09310.78 ✓H 65.6 A 32 = 1,4010 1rOR5/0NAL SHEAR) SEGT/ON ✓nH = (O /95J(?/,6OOJ Fv = O.60Fy I (A r GOLD = 2/,600 V✓ = 3000/? = IWO (VERT/GAL SHEAR, SRT. 29J 1.67x5625)-2 ,? os " AH = 3.0 x 0./66 ` (1.6ojy1W)-2,(1.6ox1_601) i l.O = 0.564 50/N. ?/,600 411 OR j ((0.69/ *40.010-2 + (0.49) 2PO.5 AH = 2 x 0.76 x 0/1949 (0.79 + 0.00 - 0.24,"0.5 - 40/ - /.00 /A) ov!R gK roRS/ONAL - = 0.293 �-60V. Lo=/O.B6•i Mt7MEJVT i1f/6 =J5' D/AM. A✓=2x4"x0./66 _ /•� Al txw BE LEW. 56c MW USE.-G3=x:4'x //B" ,-f/,v TREAD sac WN - - ,AraALLUSTER) FOR'6' 6' MAX. D/AM. WITH - - P.S.F. L.L. t 3Gi7x G.L. ' WOOD Etlglneering, Inc. n( OD40 FOOTHILL BOULEVARD (90R ) CHO 989- �90.4�9894106 SP/RAL STA/RWAY sl�rra 57 a_ JOB MD. 65-61 °"'� /-7-H pEg,�,� gy �T' . w. WOOD F.O ng, IM labsomw 10040 FOOTHILL BOULEVARD '('9� 989- 7 FAX ( CHO 09)�9�4 bt06 aa cr SP/RAL STA/RWAY , S9 �_ JOB NO,1 BS -6? ah /- 7-H 6EsrlEn By —`�. W. FORTHE IRON FOR THE IRON SHOP 5m; TREAD DES/GN 3116 " 5 MEL TREAD DES/GN //8" STEEL MIN. 7'-0" D/AM. C3.3 COMBINED SHEAR AND BEND/NG G3.6 COMBINED BEND/NG AND TOR5/01V C\ (ZtrMJ 1 ?+ \ ( (� v(✓v� 12 ( (l v(VHi 121 0s Mn x f ' `\ /l J IO O 1 V17VnH ,(lb = 1.67 CON5/DER COMBINED BEND/NG PI -05 TORSIONAL SHEARS CHECK /N G3.3 SAT/5FAGTORY AND AL -50, SECT/ON /5 RES TRA/NED. GJP rN/GxA Ao•Is7wNr/cL3vwRv. emecnVE M = Mx = 6,075"# T77CIV/'ZZLI7W LAS'W Mnxo = 10,570 "+�((3//6//(//BJ) _ /5,855 "+� GK CONNECT/ON ® COLUMN BY /N5PEG T/ON, U55 COMPLETE JO/NT PENETRATION WELD TO t1) /.60 05VELORE STRENGTH OF MEMBER. (� Vv - 3Q0+�/2 - /50+► Fay. Vn = AwFv h/t = 4.0/0.!25 = 32 = 3?400�+ EKy/Fy = 2956(5.34)/36,000 65.6.,32 4155.• WELD PER DETAIL W/E70XX. EFFECT/VE SEC T/ON CHECK TREAD ® CONCENTRATED LOAD VnH = (0193)(?1,600) Fv = 0.601=y EDGE STIFFENER = 2/,600 6 „ FOR -5'-b " D/AM. / 6 „ �- d GREATER LI5 15 75 \ 2+ / l 3 � \ ? + 1.60,32401 \ 21 0.5 O \ /I I\ /I /I J (0.00V'2 # (0.3.5)?%0.5 I CASE 2 k k ® F o 300++ Q Q Q k Q j GONG. F Q 0 ((0.4/1110.00#0.131^0.5=0.7340 4&2E -x 4 x 31/6 " MIN.TREAD 5EG TION®� i LOAD m ryj 0 m , �9 R 7'-0" MAX. D/AM. WITH ON 6. rA P.5.F. L.L. d 300+ G.L. " Sd (4 SCJ. /NJ /2" TREAD PLAN 5'-O" D/AM. TO T -0-01A WOOD fig+ Inc. „ RANCHOCA 91730 _4,::F—989-8106 S AUEa SP/RAL 5TA/RW4Y 5 �.,O. � aF-_ ",o..85-82 °"'� ----•--- �y,,,m er -�_W . WOOD Fig, Inc. •�&Wk-m 1F�BARD RANCHO CUCAMONGA. CA 91730989-2F(9) (909) 989-2087 • FAX (909) 989-8106 * 5P/RAL 0 0r— mow. —600r- 85-82 JMNO.0040EVARD 6ATE 1-7-H 6Es,® BY �' . W. ___5TA/Rk"Y �„ THE IRON Fa, TilE IRON _._ $HOP - SHOP — TREAD 5/6N 1/B" STEEL MIN. 300!1 TREAD DE5/6N l/8" s 3/16 " STEEL TREAD SUMMARY.40 P.5.F. OR -5000 G.L. CHECK EAD AT CONC. LOAD CASE / AVIA -----M = .PL- =-•30Gil7:B)16-=-690"=--- --_ __- - - - - -- -PARf/AL PIX/rY l 6 - —---- - - --- - 1'-6" MIN. RAD. N / R 2 -NCA Y A T/ A(L2" FF T/ W/ TH CASE 1 Z 3 -6 " MAX. RAD. 2 � � !-ca�L,eRv. Rase=r R7 r-o•o/.vc 5 = !?(0.125) 2/6 = 0.03/3 _ /2(.125) 3112 = 0.00/953 MA = 03/3(0.75 x 36 Ks/) = 643'+ a 690"0 0 TREAD I d = �(�00/2!(/7.6)"3j�/92(29E6)O.CID/953I = 0.076 . /1/6 " Nor CRITICAL CHECK 300+ G.L. AT ENO OF TREAD CA5E 1 L = 21" MAX. P =300+ M = 300(2/)/4. = /,575"# , //B" 5TEEL PLA TF UP TO R1 3 =3" RAD4U5 31/6" STEEL PLATE 3'-4" TREAD TO 3'-6 " RADIUS (7'-O" D/AM) CK. L2" x -2 x //B" (GONSERVJ Fb == 000 P.S.I. TO COLUMN GJP 5 = 0.13114A 0.131,w.22,000 TREAD = 2,662'+ > /,575'+ 2" a d = (30G1�2/) 3j/(/92/Z9E610.190) CA5E 2 - - - - - - - - = 0.003 A(orGRITIGAL NO 6ALLLISrERS iNILL ALW 7RAA15FER 300$t LOAD TO HANDRAIL AND D/STR/BUIL= TO 540E OF TREAD. COLUMN I16 - 1'L/P MAY BE USE• '. /16" PLATE M/N. FOR 7'-0- D4AM. MAX. i '- OMITTED AT (6'-7" TO 7'-0' 01AM. REWRE5 31/6' 2'-6' RADIUS FOR 57REN6TH AT COLUMN) WOOD Ett�ttletlflp,� i11t. w&w 5P/RAL sMEErNO.6OF— WOOD FjmgAneerIngj Im. mexa 5P/RAL QWND. 62 OF - m„nb2tly,..,o 5TA/RWAY 5 . � 5TA/R/NAY 05-62 joe � JOB ND. cm—w10040Fooa /-7-// /-7-// BOULEVARD DII IM40FFoo��eou�itvAARD FM THE IRON FOR THE IRON DATE RANCHO (909)989-2087 - FAX 4998106 OESWIEDBY —`�. w. (20898¢ 7 FAX�40''Dy�989 Sloe oEscN®BY —�. W. 5l• OR 5HOP - TREAD DE5/6N 31/6 " ALUM/NUM TREAD DE5/6N 31WALUMIAW 5E6 WN PROPERT/E5 R = 0.375 SECT/ON PROPERTIES (CONT.) 5052-H32 Y R = 0.166 /x = 3.253 /N. 4 Sxt = 3253//.564 — I = 2.06 /N. 3 X— — X h 0 ( 5xc = 3.253/2.436 7 = 1.34 /N. 3 N i /y = 3/64 /N. -4 t=O.lbb I I 5y = 3/64//.5 500 i .500 = -2 11 /N. 3 3.000 ALLOWABLE STRESSES (WELD AFFECTED AREA) Y b/t = 3625/0.166 SECT/ON (0./66) t 39 --------------------- REG/ON5 ---------------------- Are 1.952 Fe = 9.7 - 0.166(b/t) Parloater: 21.142 = 9.7 - 0.166(19.3) 1.500 = 6.50 K.S.I. Y.• -2.436 -- /.564 Gen old: X 0.000 )1.• 0.000 MA = 134(6.503 Moments of inertia: X. 3253 Y. 5.164 f3 -o ct of inertia: x) - 0.000 Radii of gyration: X. 1.29/ Y.• 1273 M-incpoi moments and X -Y d/rections about centroid. /. 3./64 along (0.000 -/.0001 ' J. 3253 along P 00 0.0001 WOOD Es 49tmfttm& hm s sma 5P/RAL SNC£T v .h3 DAF_ WOOD FAlgtneering,IOC. m1ww, SPIRAL 94EUW.64 OF- SIn STA/RNWY� 65-62� STA/RWAY 65-62 �oew. 10040 ARD DATE - /- 7-// 10040 Foos Twu eouJi WAARRE) DATE /- 7 - FOR THE IRON FOB THE IRON RANCHO C CA 91730 ( 989 -MB - FAX (909) 989-8106 OESKMW By -�_—. W ,- RANCHO C)CAMONGA. CA 91730 (909) 989-2087 - FAX(909)989 106 OEsr By w. --._57'60P — SHOP -- TREAD D 5/6N 3176 " ALUM/NUM TREAD DE5/6N 3/76 " ALUM/MIM CHECK EFLEGT/ON 5452-H32 CHECK 7OR5/0N *V/ 3000 G.L. 505? -H32 (NOT CRITICAL W/ UN/FORM LOA 0,) V -0" D/AM. Mz 7 =0" D/AM. ----- _ l 40.5% 313(/O./E6)325 I = O. /" = 2LIWO t 2LI�F60 Mz = 150a VH /,632' I N.A. /5 -Y- = 0..Q32" 0.67Mz = 1420"0 1 `�/3A1 COM,- REO TO HANDRAIL d = 0.240 60V. (2HT 501 RFDL�T/On/ VH =. MZ/156 i ry FACTQR 7 0-,PIAM.. = 0./0/10.24 = 0.42 OR 42s OF 3,000 15 = 14?O/1.56 I 0157R/BUTE0 TO 0.166" = 9/O+� (TORS/ONAL SHEAR/ RE5/5T TOR5/ON. i 300„ FAG TOR 5-0-0/,AM. = 0.03210.24 Vv = 300+12 I SEG TION i = 0.13 OR 13,% OF 300+ 15 = /500 (VERT/GAL SHEAR, 5HT. ?9) (AT COLD 0/5TR/BUTED TO RE515T 7OR5/0N. AH = 30 x 0./66 11� = 0.564 50.1N. COV. + GONGLUS/0N.• CON5/DER /3" OF TORS/ONAL MOMENT OR 15 RE5/5 TED BY HANDRAIL. AH = ? x 156 x 0.166 (GON5ERVAT/VE FOR 7 -0" D/AMJ = 0.566 Av = 2 x 4'x 0./66 as FOR: HANORA/L5 SHOWN ON 5HT. W. = 7 c� 5EGT/ON (AT BALLUSMRV y5E: HANDRA/L5 TO RE5/ST /3.S OF TOR5/ONAL MOMENT /N 7REA05. FOR TREAD DE5/6N Al 3/76 - ALUMIWM, U5E B7�s OF TOR5/OVAL MOMENT FOR TREAD DE5/6N. (G,0N5ERVAT/VE FOR 7-0" D/AM). 'WOOD Endue ring, its. ta18JEt1 5P/RAL sorra. 65 a_ WOOD LIc. sojEcr 5P/RAL 91ffrNo. 66 OF_ STA/RWAY�� 85-g2 STAIRWAY ,95-,92 /-7-1 / 600 JDBMM- I-7-// FM THE IRON 10040 F0 n�iLL BOULEVARD °"'� �ooao Fooneu itv�naoFo, THE IRON a� (909 RANC989-220C87i FAXG(9AOs��eloa DE9� 9y --- W . RANCHO (90v 989-20877 - FAX 0909) 9984 8106 oESr&M SY—=. W. SHOP SHOP TREAD DE5/6N 3116" ALUM/NUM TREAD DE5/6N 3//6' ALUM/NUM 4.4 COMBINED SHEAR AND BEND/N6 5052-H-72 5052-H32 (WELD AFFECTED AREA) T-0" D/AM. GK. CONNECTION ® COLUMN T-0" O/AM. fo + Fb + fs 10 GJP BY INSPECT/ON, USE COMPLETE Fb F-4.101W PENETRATION WELD TO OR DEVELOPE 57REN67-H OF MEMBER. (5EG TION 5.2.2.2). _ )2 + ( l'O ( )? + ( MA VVA VHA) V5E. WELD PER OETA/L W1 5356 WELD FILLER FOR M = 6,075"# 5052 TO 5052 OR 5052 MA = 6,710"# i TO 606/-T6. - 3.00" Vv = 300+12 = 150# 'AvFv EFFEG r/ VE SEG TION V✓A = h/t = 4.0/0.1,9,9 = 21.3,'55 Fv = 3.30 K.S.I. CHECK TREAD ® GONGENTRAED LOAD = 4,950a E06E STIFFENER s i /AM . 6. s GREATER VHA = AHFv / 6 " �- VHA = 0.564/(3.30) Q . 300 QQ�(Q 6,075 ? 150 2 9/O 2 c LO j GONG. 0 Q LOAD (0 (0.70),( +(0.03032+(0.49)2 G SE/ (0.49) 0.00 + 024 = 0.73 t /00 300+ ON 6„ 2"x2„ V5E: 3 x 4 x 3116" MIN. 5052-H32 ALUMINUM (4 50. /N) TREAD 5E5 WN FOR 7 =0- MAX. D/AM. WITH /2" P.S.F. L.L. $ 300+ G.L. 1 s TREAD PLAND/AM. TO 7'-0" D/AM. WOOD EO�OE i1lL'. s1alEcr SP/RAL SrEETw. 67 ar_WOOD F.f�1eering, Inc. %AjEcr SP/RAL_ 9FEl N0. 6,9 oF_ 3TA/RH64Y_ 85_62 v 65-,92 __STA/RA"Y ND.. WDA. ------------ /- 7-// con THE IRON roa THE IRON 10040 n(iu�8a BOULEVARD aTE - -- -7—/� --- 10040 F0 1MLL BOULEVARD DATE RANCHO C , CA 91730 (909) 989-208 - FAX (904) 90P8106 __ _ SHOP -. DEs1Ge® n, —�. W RANCHO CUCAMONGA CA 91730 (909) 98?2087 FAX (90� 98D-8106 _ _ SI'�OP -- 0E9,�m 8r ---�' . w. TREAD LE516N 31/6"ALUM/NUM TREAD OE-516N 31/6'ALUMIAVM CHECK READ AT GONG. LOAD GA5E / 5052-H32 T-0" D/AM. 7REA0 SUMMARY.• 40 P.5.F. OR _-4400# G.L. r- A✓6. M = PLA6 = 300(/7.,9)16 = ,990 s — CONS/DER 2-WAY AG r/ON W/ /2'499W T/VE W/DTH 2 3 -6 " MAX. RAD. Ft=/.OK.5.1. 5= / O.10e) 2/6 = 0.0707 r TREAD l2 0.1,9,9)"3/l2 = 0.00665 � /7,0 MA - 0707(/4.0 d =00/2)(/7.gJ"3N142(/0./E6)O.Gt0665J (0 = 0066 ti /1/6 " NOT GR/r/GAL I CHE61 3000 G.L. AT ENO OF TREAD GA5E 2 J L = 21 " MAX. 300# "ALUM/NUM M = 300(2/)/4 = 1,575"0 cls 3//6 PLA E 5052-H32 W/ 5356 /HELD GK. L2" x .2 x 3//6' (GON5ERVJ h FILLER AT I'VELD5 TREAD b/t i 2/(31/6) = /0.7 > 0.0 �2' "p TO COLUMN t /5.0 (j GJP Fc = /7.3 - 0.0574(/0.7) _ //,/59 Ft? = //,/5,9 P.5./. GA5E 2 TREAD 5 = 0.166 —------- MA =0./,96 = 2,075 a -A /,575'x d = (30GY211^311/92(/0./-66)0.26,91 = 0.005 Avr cmnGAL GOLI/MN I/g NOTE: BALLUSERS W/LL AL50 TRANSFER 300+' LOAD 1" L/P MAYBE TD_:HANDRA/L AND D/STR/BUE TO SIDE OF TREAD. y s ��, s 6 TED AT 2'-6' RAD/U5 €: 31/6' ALUM/KIM PLATE 5052-H32 t FOR 7'-0" D/AM. MAX. '7t�/JVb'W N9/530 W/dV/W/17b' %'6'S 335 '73315 5537N/4�15 51/1/N3L639 77t,HS,49H.1 b3H1b'3M3H1 OJ 035O61Y3 N3HM 73315 NO4�V7 0311 �7d b0 031 V07 39 77VN5 AWNIA4177V N/ 5M3a1?5 '9505# 'b'b 0'9'7% P 99LEZ 'a'•b ,4l/7 "b7 7V/70.9 a(0 5'_Y31 "'SW'S1"505 Z/# (ZJ `997 Ow 379V1 950E arm- #0015',r rr aed s #00,5 = Z x (ny-:21O.9 X Ol,SJ = M077V/1 Ml b/ ob 9d #0015 e #995 = Z x TG> O/ x t,b/O'O = M077VA ,Y/Uv//7d- P�b/O'O = 0/ b' Z Z (LS/OJ = &OJ V1 VO WIN L9110 = Wb /O lOOd %V/W bOZ'O = Wb /O 5vv1b33N/59V3J 7te/703 4V0 9a91 'SW"51 "5'O"5 Zl# Z >H7 1'707 91-/909 &V3H5W/7N/W177V) 7'Sd 00021 /burrs 73315) 'l"Sd OOf� fes/ %'ScJ ZZS9 = rue3a.r9n � 2550'0/005 _ ^! t lV/ Z5150'0 + Z/(EotoJ-a> = b' Marx r M3a(7S 135 OU 3//O V3aYb' 9M1dV 39 M3d?S 135 d315 d0 NW/17051Ol &6'7707 W 30/5 'V3 d!'7 — — — — — — a�V77o7 M3b75135 VV 0191/ d315 �7V9 'S133H5 S/10//�3D�d 335 %VW//707 OJ OV3al Sb' 3WV5 `35// aIV7707 01 Ot/32W —MP070V L'a/y770,0N9/530 NO/173NN07 aV_9 1 77 #Ob ,4 VMaUV15 7tN1d5 M — � d0/ /5 9019-686 (606)XVd - LOW -696 4606) 31rV NOS/ 3H1 MWoc1.tGdVAMnOe roopmL� /l L-/ •A++4�A�6IP�diIP�•�� 29-59 •°N ea � A"goeftj� 'D OL °"' 7b'al/d5 13 *=RMUP"UPUZ QOOM 1115.9 „bb OZ „Zf, „5'9 GM f 57/6130 bOd 133H51X3N 01 b3d3D � 5310N f 57/V130 NOV 133H5 5/K7/^3a�d 0-id3d3b It 11/6'9 „99'1/ „99 11/5'9 „EE'9/ Nb'7d 91V/ONt�7 33b9d0 Ob „91 "b/ „015 .9"t�5 .O'OZ .Z9Z „06 ..9-,9 .O 9b .O'L l .OYEZ . bE .9-S FX .Z-(XJIJ`=h z/X Z7 -/X=,4 ./ + t/O=X WVIC d!� ♦♦♦ V1, 1 Nt/7d 9N/ONV7 336930 09 b3N3dd/15 'C' i� j / • Z Ol OV07 j ` T ♦♦♦ i Cf, r- \ �� \ W/lNIW/l7t,„ 9/15 73315 „fes/l \ t 5b3N3dd/15 ♦ _ _ _ _ _ _ X = GIN 7V:2/d,41 t '930 0 ♦ i \\ / �/� �♦ kV17N1kV177V,, 911C Ol C 07 Sa/3N3dd/15� 7331 S „9// y� 1 ` ONgG Ob— - --- --- - „X •� 7V�/1/b� S/ 2lldl5 'b'IO.,O-,L 7V5�1.UaO 9/ b/d15' 0-,1 W/IN/W/171� I/O P 73315 N9/530 9N/ONb'7 N9/53O j9N/ONt,7 nv a9 ��mo dOHS vole 686 (606) XVd - LOW -686 (606)- M ' —___ dOHS 9019-696 (60) XVI -1.90E-686 c6ow //-L -/ ova __ NOb/ 3Kl eO' os1.loav�n3inoe r� oo�j o�000�i -- �„a NOaI/ 3H1 '�' ost la6av�n�noe neu o�>aota 'ON 9W ao off — /615 3 QOOM 97 .c dM&/t�15 Adg -'MR QOOM ZL !va '7t�/JVb'W N9/530 W/dV/W/17b' %'6'S 335 '73315 5537N/4�15 51/1/N3L639 77t,HS,49H.1 b3H1b'3M3H1 OJ 035O61Y3 N3HM 73315 NO4�V7 0311 �7d b0 031 V07 39 77VN5 AWNIA4177V N/ 5M3a1?5 '9505# 'b'b 0'9'7% P 99LEZ 'a'•b ,4l/7 "b7 7V/70.9 a(0 5'_Y31 "'SW'S1"505 Z/# (ZJ `997 Ow 379V1 950E arm- #0015',r rr aed s #00,5 = Z x (ny-:21O.9 X Ol,SJ = M077V/1 Ml b/ ob 9d #0015 e #995 = Z x TG> O/ x t,b/O'O = M077VA ,Y/Uv//7d- P�b/O'O = 0/ b' Z Z (LS/OJ = &OJ V1 VO WIN L9110 = Wb /O lOOd %V/W bOZ'O = Wb /O 5vv1b33N/59V3J 7te/703 4V0 9a91 'SW"51 "5'O"5 Zl# Z >H7 1'707 91-/909 &V3H5W/7N/W177V) 7'Sd 00021 /burrs 73315) 'l"Sd OOf� fes/ %'ScJ ZZS9 = rue3a.r9n � 2550'0/005 _ ^! t lV/ Z5150'0 + Z/(EotoJ-a> = b' Marx r M3a(7S 135 OU 3//O V3aYb' 9M1dV 39 M3d?S 135 d315 d0 NW/17051Ol &6'7707 W 30/5 'V3 d!'7 — — — — — — a�V77o7 M3b75135 VV 0191/ d315 �7V9 'S133H5 S/10//�3D�d 335 %VW//707 OJ OV3al Sb' 3WV5 `35// aIV7707 01 Ot/32W —MP070V L'a/y770,0N9/530 NO/173NN07 aV_9 1 77 #Ob ,4 VMaUV15 7tN1d5 M — � d0/ /5 9019-686 (606)XVd - LOW -696 4606) 31rV NOS/ 3H1 MWoc1.tGdVAMnOe roopmL� /l L-/ •A++4�A�6IP�diIP�•�� 29-59 •°N ea � A"goeftj� 'D OL °"' 7b'al/d5 13 *=RMUP"UPUZ QOOM 1115.9 „bb OZ „Zf, „5'9 . GPI b/ 116E 11/6'9 „99'1/ „99 11/5'9 „EE'9/ „1515 „91 "b/ „015 .5). ON ..b/'9 = G SZ15 1 G ,4 9L '�l ;_ SZ •E 14 +Z -OE ,4 110E = ob a/O1d �73H7 ,4 1 Zl + ,4 SZ -E ,4 SLE'O - (Z/OE) N/5. 612V = O rn rn � „ rn w � . .rn � H10/M OV3a1 „ 37aN/ds 39/11 Y 09 t0/E `WW 1AFli�lm IN�gL SNO/5N3W/O Ot/3af1 9OlOd% (606) XVi - LOW -696 (606) 06116 VO'V9NOW VOnO OHONVU LOVA 1nO8 TBHLOO:i OD'00l ~AMWAW*pwvn....w Ad -9 tZ 4W •�I >19 3 QOOM 31aa NOb/ 3H1 tlO' 29-59 °N ea ,l b'Ma91�15 _ i0 69 •°NLS 742Vd5 "� `WW 1AFli�lm IN�gL SNO/5N3W/O Ot/3af1 9OlOd% (606) XVi - LOW -696 (606) 06116 VO'V9NOW VOnO OHONVU LOVA 1nO8 TBHLOO:i OD'00l ~AMWAW*pwvn....w Ad -9 tZ 4W •�I >19 3 QOOM WOOD maw -SPIRAL SIM„o, 73 OF - 5 rAIRN4 7' F-srA/RNAY 85-492 msxEirar .aew. 10040 FOOTHILL B0ULEVARD ron THE IRON a1E RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX (909) 989.8106 SHOP mscw. 9r �. W . LAND/N6 DE5/6N STEEL s //B"SMEL DECK OR 3/l6' ALUM/NUM ALUM/NUM LmAx = /6' S = 12,1125,)^216 = 0.03 - / _ 120125V^3172 = 0.002 M = SO+f(/.331 //.5J = 13.9"o � s++r 67 f6 = /33/0.03 = 4,433 X22 K5/. srE$ OR /4 K.S.I A-amw A = O.0099(4o)(/33J"4 /,728 = 0.036 qr L136O (044) O.K. 24 E6.y 0.002 E/ sr>:i<c = 24E6 x 0.002 = 58.000 E/ AU"M" = 1O.06 x 0.00665 = 67/65 > 58,0010 O.K. LSE //B" STEEL OR 3//6 " ALUM/AUM PLATE TO SPAN /6 " MAX. I I s a a s - LAN12/1V6 EL26E CASE / c� L = 44"l N = 1234 M = O.12B5(/23)44" = 6q4'0 CASE / _ .O1--OW123)(44� 4 A 029 E6 (0.140) = 0.025 < L136O (/27 �- COP4 ERV. AOR L 2'x 2'o v6' 51Yr 67 fa = 644/0./3/ = 5245 9-.5./. r 22 K.5/. srm OR 11,1561 F..5/ AuwpNwY I N = /234 USE• //8� STEEL OR 3176 " ALUM/NUM I 1.33 ir50a PL j4 TE N/ 2" E06E I- /F. I =67 ! I � I I i r 4/4 4924 44" (3.66) WOOD I LIC- sLmj= 5FIRA1- smm,p.-75 of-_ _ STA/RN'AY 85-62 rsx * roe w• CYlVlA~fflA-*WW&Aft0-g. -- 10040 FO DITHILL BOULEVARDFmTHE IRON DAT--- - RANCHO C CA 91730 (909) 989-205 - FAX (909) 989-8106 _ SHOP . _ DCW.NW BY COLUMN 2E516N STEEL /_ 450 ZW6 )-,wx Lt. _ ((4O7r0?l14)125) =34.270 2 RmAx mNwAto -,13,1.270-2)12 = 14630? a = 0.4 44R OR 02!220 I Pte, 94MND 76 OF- - P ® mm - f - 14,630? • (/0/4OJ34.27D 2 - 2q.450-2 85-82 bmAx = i?.00' K//r = 123.0 Fa = 9.67 K.S./. a D = 7.0' Pavv = 1.44k to + /44/206 = 0.69 1-7.o = 4.17(7.0)^.3 - /42k fa = 1.42(!2)//63 = /0.45 K.S.I. fe fo _ /0.45 0.69 = 0 45 # 0.07 = 0.52 f /.0 Fa + fsa 0.66✓35J + 467 Or C40WAR)SCR PGFFser AWrN CHK LAT ON COLUMN P- rg "jamCMn� M" P PM AMAL CAL r m mAp = :35 P.L.F. (SHT. /0) 3724 P V = (12/2/35 = 2104 N sraw = (O.?d4O41/4O/39.?7D ? = 3854 = i ✓w.. = 0.39/N No - (,FM^214JX104X1-25 = 46/4 n W = 0.391/3854+48/4,1172 = 2,9 P.L.F. f 35 P.L.F. ✓ _ (12/2)25 = 1684 M = .95222)/8 = 630 s fb = 0.630X/21/63 = 4.64 KS/ COMB/NED 2 +O+N f4VAV CM=Af. rNMI C40W 5 e 4% /0.45+4.64.0617 =0.65.0.07= 0.72f/0 0.66435) 17.67 CONNECTION TOP $ BTM 3724 P = MIH • V = /.42/6.75 . 2/04 - 162 • 2/0 = 372 N/ND - 2100 CV //2" x 4' LA6 2' PEN /N H.F. ; E.O. _ /684 PV'- 5x2' x 2434 x 0.7 = 00/0 -� 3724 ' . IA S44. - 1624 Z'ii = 5 x 29!Vx 0.7 - 7000 A 3720 Ct7WLE LA65 C0N5ERV. 3/8 "m GYn 0 IN7ERMED/ATE LANDIA495 OF 2 5T0RY WOOD Fngineesiag, Inc. s,.*ti&wh-ft mxe.� cm,n.drearrrra+evc� 10040 FOOTHILL BOULEVARD RANCHO CUCAMONGA. CA 91730 <909) 9842057 - FAX(909)98"106 am,ea SP/RAL slwl 74 OF- 5TA/RA471 Joe „o. 65-62 Fm THE IRON 0N, /-7-H SHOP DEw, *Dqy . W, LAND/N6 DES/6N a) = (/52//21(50)2 5I=L OR ALUMIAW-f _ /27 #/' l/8" STEEL DECK OR 3//6' ALUM/NUM ' N = 3//p //4" x 2" R/B CASE 2 I L = SB.B' N = (/27/2)(4.170) = 3//4 M = 3//(55.5)/6 = 3.047"#(4.90) /56tt fa = 3.047/(? x 0.131) = 1/,632 t 22 K.S.I. srEm OR l/,/58 P.S.I. Auw2vwY O.K. USE 516'RIB FOR ALUMINUM 6d29E6) 2 x ./90 = 0./0" d �. _ (4o/5OXo./o) = o.oB � L/36o (o./bJ o.K sa�vYxnr, raos CHECK 3//6 " ALUM/NUM E/ sma = 24E6 x 2 x 0./90 = 1I.02E6 E/ Au#~4 = /0./E6 x 2 x 0.266 = 5.4/E6 A ALLMYM04 = 0.0,(//02/5 41) = 0.16 = L136O 0, K. I USE.• 114"x 2" STEEL RIB OR 3/B" ALUM/NUM R/B AS SHOWN /N CASE -2 d LAN0IN6 PLAN... LA65 AT SUPPORT P = /564 IIB 2-B I/2" D/A. x 4" L A 6 N/ //B" STEEL s H.F. h m Z.L = 004 ac. -,os = 1564/1304 = I? SAY? l/4" STEEL CK. ENT/RELANO/N6 3/01"ALUM/MIM P = (3.5 x 35)504 = 6/?0 CASE 2 P/2= 6120=3060 4LAas = 3064//560 = 196 SAY? USE• (2) //2" D/A. x 4" LA6.5 If/,V. WOOD Fng%neerLlg, LIC. S WEcr SP/RAL 94MND 76 OF- Sft.a,yap, o STA/RnAY 85-82 MONA- vp J0811D. as,.,rvrea,:rerersyca,� /-7-// 10D40 FOOTHILL BOULEVARD FOR THE IRON WE RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX (909) 989-8106 _ _- SHOP_-- DEWNMSY' W, COLUMN DE5/6N ALUM/NUM TRY P/PE 3" D/AM. 5CHECME 40 606/-T6 A=2.23 IN. 2 /=3.02 IN. -4 5=/72IN. 3 r= 1.16 R&4 = 7.6 12x/2//16 = 124 TENSION /N BEAM Pee - 24.0 K51 COLUMN G0Mf'RE55/ON 5 = 7.6 <66 Fa = 20.2-a /26KL/r = 202-0.12641?4) _ 202 - /5.6 = 4.56 K5/ COLUMN COMPRESS/ON ELEMENT 5 = 7.6.-14 ir 141 = 22.1-0.799 7.6 = ??.1-2..?0 = /9.90 K5/ COMPRESSION /N BEAM 5= 7.629 Fe = 25 K51 NO 65/N6 STEEL SEG r/ON ACTUAL STRESSES /5 CONSER✓AT/VE DUE TO SMALLER SECTION PROPERT/ES OF 5 MEL 556 T/ON. fa = 0.69 Fa = 4.58 KS/ fo/Fo - 0.69/4.519 - 0.15,r 0./5 fa/Fa • fb/Fb = O. /5 . (/0.45.4.64)/24 =0.15.0.62=0.771/.0 F • WOOD Eogiteering, Inc. sus�cl 5P/RAL 91EETNO. 77 OF- WOOD Fitg�O!ltitlgs L1C. MB)ECT 5P/RAL SHMI NO. 78 OF- A,o„dy..mv 5rA/R`YAY 65-62 amcuwAsvi■-W 5rA/Rf'YAY 65-02 >bb JDBNo. ?ftjf4s--- JOBNO. _ �VORD /-7-// �, rHE IRON a�1E /-7-I/ ws THE IRON 10040o040FOO4�BOULEVARD 10040 O FOOTHILL °"'� 989-20877-- r FAX 0998"106 D sV-`�. w. 0989-208 AX ( 09) 969E106 Dmrr®s>� w. 5HOP 5HOP COLUMN DES/6N Q 6EAR/N6 PLA rE05E. 0 o=5-175 7" =325 A = 76.54/N? [� P/PE 3" D/A. 5 5TEEL A53 6R. B OR PIPE 3" D/A. M = (K3.25)^212) , -1A 7" SCHEDULE 40 ALUMIAW 606/-rb COLUMN FOR 5TA/R M = 5.26/ P/A"# -3",01A COL. O.D. = 3 //2" C 4 D/A. OF 7-O" MAX. p = 4.949 - /.75 = 3.20" AL T. 5TEEL HSS 3.500'ir0.2/6 "OR ALUM/NUM RG7lND WE 3" D/A COL. O.D. = 3 //2" M = ((320)?/2) P/A//N. 3..500" 0.0-Y 015" WALL 6061-r6. /0" D/A. A = 49 /N. 2 7-0" D/A. WIQ" D/A. OR 7" 50. PLATE M = 5./2 P/A"# NO LARGER P/PE ACTUALLY USED ON PLAN P = 2,4050 ® /-STORY FOR DIAMETERS OVER 5-61 A = 1r(012)/4 = 314(/0"2)/4 = 78.5 = 2405/76.5 = 3/ P5/ FOOr/N6 DE5/6N M = 3/(325 2)/2 = 164"0 Pr = [(40#10)z021411.25 GK. I/4" PLATE A"EnR�vFn = 49.0602 5 = /(0.25 2)/6 = 0.0104 /N. 3/ � =2,4050 MA srea = 0.0/04(0.75x36,000) = 261 "0 > 164'+4 MA Au.M 4G13l-m = 0.0/04(26,000) = 29/ "0 > /64V 50/L BRN6. NET = /,500 - /50 = /,3SJ 1=5F PLA rE CONNEC r/ON P ?405 V = 4/40 a /,0540 0)3/B"d H/L r/ KN/K BOL r 3, SO. FMI5.= = = 133' 5AY 16' 50. SOIL BRM5 /350 see cor uw 3-//2" EMBED) -` USE.• - U5E.• 10',91A. OR 7" 50. X //4" BEAR/N6 FLA rE (A.36 5TEEL OR /6" 50. x /2" DEEP FOOT/N6 606/-r6 ALUM/KIM/ FOR ALL 5TA/R D/A. ANO ONE SrORY. FOR 7'-0 MAX /-STORY 5TA/R, s 4-316- D/A. M/N. HIL r/ KW/K BOL r 3 AACHORS, /TORME 20 Fr.-LBJ• 3 112' EMBED. E.5.R.-1365 02-0/-10, L.A. R.R. 25577. NO 7F 5A5E AE D/MEN5/ONS SHOWN ABOVE ARE M/N/Nd/M i 0/MEN5/ON. CONFIRM AG MAL BASE & DIMENSION USED N/ rH MANUFAC 7ZIRER OR ON APPROVED PLANS WOOD FOgjOlCll�lgF WC. * 5P/RAL sNF�No. 7`� of--- WOOD Eng�neerjngs IM wm cr 5P/R4L �,n. 60 OF- Jama.red..�o 5rA/RWAY'JOB 65-62 Jatmer�V 5rA/RNAY 65-62 L7J1.]M Esq NO. rWJ16.- Joe No. - /-7-H _ TM�� THE IRON Fa, THE IRON 10040 TH�BOULEVAARRD DATE 1 FO BARD DATE C RANCHO UCAMONCA. CA 91730 (909) 989.2087 - FAX (909) 989-8106 mm -w By------ RANCHO CUCAMONGA. CA 91730 ('909) 989-20B7 - FAX (907) 989-6106 OE9rNED Bye' . W . SHOP _ SHOP COLUMN of' -O" D/A. X 24'-0 H/6H SP/RAL 5TA/RWAY COLUMN DE5/6N 6 =0" D/A. X 24' H/6H 2-5 TORY TOO DEG. ?-5 r0RY 2A TERAL SUPPORr LAND/N6 A r L2 =0 l FLOOR P➢nox = 25(50 P5F)1rD 2/4 = q,9.17,0-2 0 ""LAND NB""4" O.D. COLUMN P)»ax BEND/NB = (96./7 OZ/2 = 49.06 D? 0 - -- - -- 53 COLUMN /ANO/A6 MmoJr = 49.06 (0.2122A7^3 = 10.410^3 a h FOR D = 6'-0", A*wx = 22490 Ffnox = 3,5340 0 rYP.. TREAD COLLAR C-1 h 4-5//6" D/A. SEr SCRne PIPE 3.5" D/A. X- 5 MON& 5TEEL 4'0.O COLUMN (fyM/N. = 35 K5/) A DETAIL i A = 3.44 1N--2 hMAX = 12'-0" 5 = 2.177 /N. 3 K = /.0 2nd FLOOR r = 131 " K//r = (/(/2.0)/2)/1.3/ _ //O h LAND/N 353/3.44 = /.03 KS/ t l/.30 KS/ o X-STROMS 5TEEL OR fo/Fo = 103//130 = O.Og O./5 PIPE 3 //2" fb = (2.25(/2))/2.87 SCHEDULE BO ALLIMIAW 606/- rb. = `108 K5/ < 0.6(35) = 210 K5/ (� 4"0.0. Fo+=0.08• IT -Qq ?/ =0.09+0.65=0.74 t/0 /0DIA. X 3/6" BEAR/N6 FLA rE N/(4) 3/B" D/A. HIL r/ KH7K BOL r 3 USE.• P/PE 35" D/A. X - STRONG A53 GRADE B /st FLOOR X /1' DP. + 5TA/R ELEVAMV; RAO FOOrIM6 • WOOD Rag%neeli:lg,' Lle. suaiccr SP/RAL sHEErta. 8/ a_ WOOD LIC. sva�cr 59-/RAL s rHa �2 a- , mcwwfti�lv 5TAIRNA Y 85-82 SoLcowByfwrp STAIRWAY 65-82 >asare�,W as w. /-7-H rmars+.rr �eouttva Joera /-7-// �, THE IRON THE FOR IRON 10040 FOOTHILLs�� �n�ao �� 10040 FOOTHILL RD DATE 09091) vRAN�2 87 - FAX vi"Avav 106 �,� BY (Al. -�. w. cvo�v� 989-�o�MFAX(907)98"106° DESIGN48) BY --- =D. W. SHOP 5HOP COLUMN DES/GN - 6 =0" DIAM. x 24' H/GH ALUM/NUM DA 5E PLA rE 6'01A. X 24' H/GH 2-5TORY TRY P/PE 3 //2" O/AM. 56HEOVLE 80 606/-T6 5„_2„ /O" D/A., A= 78.5 /N-2 0==3„ A=3.6B/N.2 /=6.28/N. 4 5=3.14/N.3 r=/.3//N. R&A = 5.6 M = ((3 % 212) PIA = 4.5(,/A) KL/r = /2x1217.3/ = //O P = 3,5340 FIA = 3534/78.5 = 45.0 P5/ '--5EE COL. DE5/GN TENS/ON /N BEAM Far = 24.0 KS/ M =43(3 ^2)12 = 203"# t 26/ +1(//4" PLATE; o COLUMN COMPRE55/0N t 29/"# (ALUM/MIM/ 4" O.D. COL. 5=5.866 Fo = 20.2-0./26KL/r = 20.2-0.126(/10) = 20.2 - /3.86 = 6.34 K5/ M6o/ = 22491+ V = -224q'#1,9.75' = 257+4 V ror = 257 + 2/0 = 467# < 1, 70/+1 5HT. 75 COLUMN COMPRESSION ELEMENT l 700# SHT. 75 5 = 5.6 > 1.4 < 1,054+ SHr.. 78 F17= 22.1-0.0.799 Rr/L FOOT/NG SIZE = ?2./-O 71M 5.6 = ?.2./-/.42 = 20./6 K5/ L _ " COMPRESS/ON /N BEAM 50/L BRNG - 1350 5AYZ050 5=5.6 <21 ni Fe = 25 K5/ NO U5/N6 STEEL SECT/ON ACTUAL STRESSES /5 / 12' CON5ERVA r/VE DUE rO SMALLER SEG r/ON PRO,-ERT/E5 OF 5m SECTION. to = /.03 ' Po = 6;34 K5/ �. fo/Fo ? 103/6.34 = 0.16 . 0.15 fo/Fo # M7/Fb = 0/6 (q09+4.64)/24 USE. lO" O/A. X 3/8"BEAR/NG PLATE (A36 STEEL OR = 0.16 .0.57 = O. 73 < 10 606/- rb ALUM/NUM) W/ (4J 510",01A. HIL T/ KB-3 ANCHORS AND 20" 50. X /2" DEEP PAD USE.• PIPE 3 //2" O/AM. 5GHEDULE BO ALUM/MIM 606/-T6. FOOTING W/ 1500 F5F 50/L. WOOD Fagineesiog, LIC. sues SP/RAL SME,„,. 83 OF WOOD Llc. WWEa 59-/R4L %w:Er„m 84 sm.a. ,swow+v STA/R-V4)' 85-62 t>ti.aar v STAIRWAY 85-82 _ . rft.N S or XJB No..- rfarEi..pr im NO. _ /-7 // � THE IRON MR THE IRON 10010 FOOTHILL WE _ 10040 FOOTHILL�LeoOiEVARD 0ATE ( 989-dui FAX cvaoa)�991730 -8106 pFg� gy-�. w _ (909)989-20877-- FLAX cvw> 989-8 t oe oescr4:o er7=1 w _ SHOP _ 5HOP HANDRAIL HANORA/L CHECK ALUMINLIM OR 498455 t >( CHECK ALUM/NUM OR BRA55 CHK, RAIL rO 0/5rR/BU7E 1r Q ALLOWABLE 57RE55 200 0 TO 4 BALL65TER5 F --------..M_- .- (200/4)(2/Z + (?0104%(7/ ."2T/?1--- � - - ----- 525"4 o- /575 = ?/00 ' 0fb 5R455 = 124(401/101'1.95) = 25K5/ AC ILIAL STRE55: (SEE NEXT SHEET FORo ; ALLOWABLE STRESS) Fb ALUM = 1./7(35)//.65 = 24.8 K5/ ��5" 606/-T6 //8" HG4LL 5 = 0.098/75 .5J"4- (125) 41 = 017? PLAN FbALUM = 424(34)11 CKI175) = 24.2K5/ I I/2" D/A. 15 / 606/-T6 5 = 0.098/75 -1O//3HANORAIL / . = //4" D/A. /.25 OR F17AL0M = 41116.)/165 = /13 < 12.76 fb/ 5" D/A. = 2/00/0./72 BALLUSTER 3003-H/4 FbALUM = /24(/9)/1.0(195) _ 1-21 < 12 76 = 12.24 K5/ .1 /130 3003-H/4 ALUM. 3003-H/4 t /2.76 BRASS --'0# 3003-H/4 ALUM. OVER O.K. PORT/ON OF 2004 LOAD HILL AX. BE TRANSFERRED INTO AXIAL 77QEAD LOAD THROY)XH CIRCULAR TEN5/ON. 6" CK OAK OAK HANDR4/L P 3/4" ib 1.25'01A. 5 = 2(/.75) 2 /6 = 102/ OAK HAN12R4/L =.210010.11.3 BOL T Ob = 2/0011.02/ = 2057 - = /8.58 K5/ <.24-2 K51 (606/-T6 ALUM) Fb = /150 x 15 = /725 - 2057 P O� OVER O.K. //4"W4LL 1114 SI� " O/A, x 1/4 " THICK SEEPREVIM5 SHEET = 0.098/751-25J-4�5/0.75)4) / B' 112 /0.O." � l/6XWALL 3003-H14 r6 ALLM. ALUM. OR R "843-94 = 0./67 SM. H56 BR455 OR / 3/4" X2- OAK -'HANLWWL OR l-/14" O.D. x l/4" WALL 843-94 H56 BRASS fb = 2100 / 0.167 = 42-W t !2.76 54P-A5S WOOD FmoWelrlt& bm - 5P/RAL sNffTw. 85 a_ WOOD F.natuterins, Ill/:. suaacr SP/RAL SWUM B6 OF 5 eft'afivi-,,a 5TA/RH'AY 85-8? as ew�►v 5TA/RWAY - 85-82 ae w. /-7-1 / /-7-// 10= FOOTHILL BOIJ t-v� �„ THE IRON pA, ICOW Foon+�iuLaou�iFv� �„ THE IRON a� (909 989-�7 - FAX ((9'1M 9989-8106 DESIGN® BY-`' . w. (909 989-2Cu7 FAX ( 99. CA89-8106 DEswNEneV-�. w. SfOP SHOP BALL05 rER5//6 " D/A. BAL1-4157ER GK 314" X 3/4" 50L /0 ® H = 36" (0.3/3 5TEEL _ P = 200/4 = 50# 41 b/t = 0.63/0.06 = /0.5 M = 50,y 36 = /900"# .1 p = /•/2(E/Fji"O.5 = ll2(�9E6/SOE3)"O.5 = -27 > /0.5 COMPACT. FLAN65 LOCAL BUGKL/N6 AND N'EB LOCAL 0.75[(0.75) 3 - (0.3/3) 31 BUCKL/N6 N0r GR/7,/GAL. 5 = 314-- 6(0.75) = 0.0652 314" X 314" ® BOL r HOLES Mn = MR = Fy Z = 50,000 x 0.0430 = 2,/50"a Z = (0.75/4)((0.75) 2 - (0.313V^2) = 0.067/ /.6My =/.6(50,000)0.0353 = 2e24"0 > 2,/50" Mn / 0b = 2,/50/%67 = /,287 0 STEEL HMAX = /,287/50 = 15.7" 5AY25" [LbdJ / [t 21 = [38(0.75)1 / [0.7521 = 5/ 38 - H = 38 - 25 = 13" 5AY /8 " [0.086] / [Fy] = [0.08(2906)1 / [36(E3)1 = 64 -1 5/ ALUM/NUM :Mn=MP=FyZ,46My b/t=/0.55/=2/ Mn = 36,0000.087/) = 3,136"# : Fb = 2/ K.5. I. "+� 46M = /6(36000 x 0.0652J = 3,756"o 3,1360 y , MALLOW = x 0.0353 = " Mn / ll b = 3,/36//.67 = /,878 "# ,, /,1100'# IS OVER 11000 HMAX. = 74//50 = /4.8? SAY /5" l /% OVER O.K. 38 - H = 36 - 15 = 23" So K.5 /. STEEL (/SED U5E.• 3/4" x 314" SOLD TO /6" ABOVE TREAD FOR 5TEEL ALUM/NUM fb = 11100/0.0652 s 23" FOR ALUMIAW $ 3/4" x 514"x /6 6A. (0.0609 TO =.211.14 ti 26 K.S.I. ALUM. 606/-T6 4% OVER O.K. TOP HANDRAIL (Fy = 50 K.5/. 57EEL d 606/-r6 ALUMIALM) GK 3/4" 50. x /6 6A. BALLUSTER GONNEG r/ON STEEL OR P = 50# M = 50 x H" =SOH"O�5rA/NLE55 57 -EEL GK. 114"01A. M.B. , Z _ S =0. Z 0.75 3 - O.6 .63 3 Vo/%w= 0.0411 X 1OK51 = 4110# .1 2880 m m 651 GK. BRN6 ON TREAD = 0.0353 0.06"[[ 0.63 0.06 " A = 0.15 X //8" = 0.03/2 2880 0. 75 -'1 Pollory = 0.03/2 x 32 K5/ = 74e#,> 266# 6" Z = [(0.'75'0.75) ^2)141 - [(0.63(0.63) 2)141 y V5E //4" D/A. M. 5. /N 5TEEL OR ALUM. 5052-H32. 238 = 0./055 - 0.0625 = 0.0430 WOOD IM %&jEm 5P/RAL wmw. 87 0E- WOOD FdI�011t1O� I1W sua,Etr 5P/RAL SMMMM 88 OF sftcm,ysvi �o _ _ 5 rAIR{NAY 65-82 N 5 rA/RWA)' 85-82 ..__..-...�.----- x>a NO. /-7-// FOR THE IRON �, THE IRON 10040 FOOTHILL�BOULFVAM DATE _/-7-// _ toom FOOTHILLte�eo(i(r=vA�Ro DATE RANCHO CUCAMONGA. CA 91730 (909) 98940871 - FAX(90V)989-8106 D� BY-�. w RANCHO CUCAMONC-A. CA 91730 (91M 989-2087 - FAX ('90D') 989.8106 DES1GNWBY�. w. 5HOR _ SHOP C14ECK BALLV57ER FOR 2000 VERT. /COMP. GR/r) 5P/RAL 5TAIRKA7' ,66 emA( = 476 6 6x6 PD.F. 05r 02 F-- = 700 E = 43 0. BY-GOMPAR/SON TO 2000 LATERAL, P= 50 a L = 11'-O" f3nox = 7.78 le/d = 11x11/5.5 = /11.6 A 1 0.75 (0.75)"3 -O.6 0.63)--q 0.3/64 - 0./575= 0283 -� 42 0.75] 2 - 0.63] 2 /2 O./656 � ---- - i _-- 5UPPORTP0 BY CIRCULAR HANORA/L Fce = O.8??(EYN/NJ/I(Ce/dJ2I K Ur = '4C'(38)10263 = 134 FA = 8.32 KS/ BY INSPECT/ON, = 0.822(0.47E6)/[(l11.bJ 2J ALUMIAUM NOr ` /OOb PSl CRITICAL. Fa /Fc' = 100617470 = 444 U5E: BALLU5rER AS NOTED ON PREV/OU5 SHT. _ /4444 _ / /+/.4412 _ /.44 CHECK /NTERMED/A rE RA/L5 4" O/G /TYPi 2x0.8 `2x0.8/ 0.6 L = 38 " OR 3.2' = 1.53 - 0.73 = 0.60 P = 500/3 = 170 PO/NT LOAD F�; = 700x0.80 = 560 < 625 Fez (500 ON ONE SO FT.) R = 4# Po = (5.5J 2 (56OJ = /6,11400 ,� 7780# M = /7(38)/4 = 162"0 < 1127"0 5TEEL r 741'0 ALUM/NUM U5E.• 6X6 #2 D.F FOSr FOR /6.11 Kmox (PREV10415 SHEET) GK CONNECT/ON TO TOP RA/L/BALLUSTER 1 h V = l3# NOT GR/T. 0 INTERMEDIATE RAX 5 r),. USE SAME A5 BALLUSTER 314 x314'xl66A.(O.O_bl, N(/ CONNEC TOR ® BOTTOM N(/ 114 "-20 SGREN J • _ 5/16" 5E SCREW $ CONNECTOR ® TOP W/ #/0x3/4' SHEET METAL SCRENC WOOD F.ngineeringj Inc. wa�cr 5P/R.4L s+�rw a_ WOOD Fdyal itl� LIC. waw SP/RAL DIET N&`1O a- slnm.dawk -4p STAIRWAY 85-82 stem r9ly..sb STA/R4)" 85-82 nraie-.or soallo. ,N sar "NO. _ _ FOR THE IRON °ATE FOR THE IRON ta0FOOTHILL� mBOULEVARD taoaoFOOTHILL�eouitvAr� ��989-2087C-FFA C909) 9969 106 pES� gy �. w. (9990.208340 877 FAX ��9S9 106 OFsca®er-�. w. SHOP 5HO,- 6(JARORA/L (GUARD) WALL OR 6VARDRA/L (GUARD/ LOAD5 GUARDRAILHORIZONTAL (GONT,J BY OTHERS W = 20 P,L.F. $TEEL GUARDRAIL b/t = /.35/0.075 = /8 OR 6 -6" MAX Ap = /.42(E/Fy)`O5 = /.1?(29E6/36E6) 0.5 = A2> /6 GON5ERVAT/VE COMPACT. FLANGE LOCAL BUCKL/N6 ANO P = 2004 ANYWHERE WEB LOCAL BkKL/N& NOT GRIT/GAL. P = 504 ON ONE 50. FT. ON /NTERMED/ATE RA/L5. Mn = Mp = Fy Z = -56,000.w 02267 = 8,233"4 HORIZONTAL TYP. PLAN MAID = 233//67 = 4,93"4 0� 3"4 8, ,1700 L = 6.5' W = 20 P.L.F. OR P = 2004 2004 Mw = (20(6.5 2)) /.5 = 1260 In. -lb. ALUMIAVM Mp = (200(6.5x/2)) /4 = 31100 in. -lb. b/t = 18 X 21 Ra = (6.5/2)20 = 654 SpA /004 504 .: Fb = 2/ K.5.1. - 200/2 = /004 OR 2004 MAX. 1 6'-6 1 6'-6' - � 1,000 x /93 MAOW = ?0. LL M = 504(6.5x/2) = 3900 in.LB. TOP RAIL LOAD CANT = 4,053"4.13,900 DISTRIBUTION CK. 1-//2 x 1-112,y 0.075 (14 GAJ TUBE 2004 0./93 u5E. /-//2 x l-//2 x 0.075 (/4 GA) TO SPAN 6 =6"1-fAX. Z = P.50.5) 2)/41- 0.35,11.3.5) -2,)141 � Fy = 36 K5/ STEEL OR 606/-T6 ALUM/NUM, = 0.8438 - 0.615/ = 02287 /0104 /004 5/NGLE 5PAN 0.075" 435" 0.075' 15" SOUARE 7118E WOOD SP/RAL SHEU N0. 9/ OF- WOOD F,tIghDellingo Inc. suaw SPIRAL sN&, No. °u OF Y 85-82 s> m Bo1..*ly STA/RWAY 65-6? _5TA/RNW _ � _ � / 7-// /-7-// Fm /E IRON FOR ME IRON 100400040 FOOTHILL aOULEVAaoTT °"TE 10040 FOOTHILL BOUL"AAO 111E N RACHO CUCAMONGA, CA 91730 (909) 989-2057 - FAX (909) 999-9106 RANCHO CUCAMONGA. CA 91730 C909)989-2087 - FAX(909)989-8106 oFw gym' . w 5/'i0P GUARDRAIL _20/0 G.B.G. /2004 /•B.G. OE5/6N LOADS SUMMARY LIVE LOADS INTERMED/A7r RA/L5 ® 4" 0/C 3/4' x 3/4' x /6 6A. M/FT = t5 3)/4Jl? = 450 in./b. RIFT = 50 MAX FLOOR/LAND/NG: 40 P.S.F. M/P/GKET ov-450/(12/4/' = YSD'!n:/bv--- _ . _ .. _-_ _ -.---TRE•4D-40'P.Sa~OR300-LB.-ON 4 SGt -/N- R/P/GKET = 50/(/2/4) = /74 5PEG/AL LOADS GK 3/4x3/4x/6 6A (0.060 M/NJ MA a>ffi = 4127"#> /50 /n.-lb.fl� HANDRAIL AND 6VARDRA/L: 200 LB. IN ANY D/RECWIV.. fSNT. INMRMED/A7P RA&L 5 50 LB. ON ONE SOFT. MA ALK = 74/ in,-lb. > /SO in.-/b. GKWELD SNOW LOAD5 V = 134 NOT GRIT. WELD 1/85X//2" Pg = 40 P.5.F. &RGUND SNOW LOAD 415E. 3/4'ir3/4':wO060 (/6 &A) 7U5/N6 0 4" O/C Ps = 0.7 co Gt / Py = 0.7(�2/(�2J(�o)40 Fy = 36 K5/ OR 606/-T6 ALUM/ACIM, //8" x 1/2" FILLET WELD TOP s B7M. = 40.3 P.5.F. 5A)e 40 P. 5, F. CONNECTIONS Ge = /2 SHEL 7PRED (MOST SEVERE FAG TOR/ HORIZONTAL RAIL TO VERT/GAL Ct = /.2 LINHEArEv (MOST SEVERE FAG TOR) )l z.2000 MAX. /.0 (CATEGOR)l GK 4L2 5CRElN VALLOPY = (?T(02/6J? /4) /0 K51 = 3664 >'.2004 W/ND DE5/6N DATA 412 x 24 SCREW EA. CONNECT/ON 49A5/G W/ND 5PEE12: 90 M.P.H. (3-SECOND 6d/ST/ HORIZONTAL TO WALL ® 30' ABOVE &RADE. P z.2000 MAX GK (2J 412 x 2" W.5. IN H. F. W/ 0-/20 5Mel- PLATE / I/2' PEN. /� - /•O EXPOSURE.• G' Z = /434 x 20/5/00 x 02/6)) = lgg4 a 2004 O.K. WELD O.K BY IN--PECT/ON- INTERNAL PRESSURE COEFFICIENT.• WA USE: (2) 4L? x ?" W.S. TO HLALL 571/0, / l/2" PEN. ,BRACKET COMPONEN75 ANO GLADD/N6: WA ' WOOD Inc. S>�ranrelyrlp nrurdayy ca..ors�rrsanersoa+a 10040 FOOTMLL BOULEVARD RANCHO )CAMONGA, CA 91790 C (909) 989-2087 - FAX (909) 989-8106 sue,, SPIRAL STAIR`YAY SNEET„p. 93 OF 93 roe w. /-7-// FOR ME IRON - DATE DEyGNED BY . W . SHOP 2010 G.B.G. $ 2009 I.B.G. 9E516N LOADS (CONT.) EARTHQUAKE DES/6N DATA lE _ /.O (OCCUPANC)l CATE60RY / OR /U 55 = 2.85g Si = 1.30g SITE CLA55: D 5os = 1.0og - 5oi = 1.308 SEISMIC OE5/6N CATE60RY.• E SE/5M/6 FORGE RES/571/N6 SYSTEM. ORDINARY MOMENT FRAME DE5/6N BASE SHEAR: C5 = 0.333 A T 30 FT. ABOVE 6RAOE. R= 3.0 ANAL YS/S PROCEDURE.• EOVIVALENT LATERAL FORCE.