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Home My WebLink AboutLetter Spiral Stair Drawings & Calculations'4 December 17,' 2015 M. Cohen & Sons Inc. 400 Reed Road Broomall, PA 19008 EN.6QUEST Attn: Mr. Sam Cohen and Mr. Jason Massey Dear Sirs: /510 - a�I jJf-1t),°a°e) ST. LUCIF L'OUo'TY RUMDE NG DIVISION REVIEWED FOR REVIE4EED BY DATE,. PLANS AND Rh1IT MUST BE KEPT ON JOB OIL NO Il'SPECTION WILL BE l6Z4,DE, ENGQUEST Inc. has reviewed the spiral stair kit drawings and calculations referenced in the table below. This evaluation is intended to verify the proposed interior installation of the stair kit at the project address complies with the standards of Florida Building Code 5th Edition (2014) Residential. Project Address 515 Nettles Blvd. in Jensen Beach, FL 34957 1. Engineering Analysis of Steel Spiral Stair Kits Documents Reviewed Plan File No.: A100775-03 (Dated 6-24-14) 2. Spiral Stairway drawings 24" 06" Standard No.: 111 DOH (Dated 6-24-2014) Current Standard Florida Building Code 5th Edition (2014) Residential The attached spiral stair kit drawings and calculations meet the requirements of the Florida Building Code 5th Edition (2014) Residential for interior installation. Our evaluation did not consider design of the stair foundation and attachment of stair to the main structure, as this is typically provided by the contractor. We appreciate the opportunity to be of service on this project. If you have any questions or concerns regarding this analysis, please do not hesitate to contact us. Sincerely, DAVI'% %%% C) ..;'`G E N S;' No :. STATE'�F�',.' O ..-. •� David Tan, P.E. Princi'pa[,Engineer THESE PLANS AND ALL PROPOSED WORK %1 ARE SUBJECT TO AW C®RRECTI®HS ..REQUIRED By FIELD INSPECTORS THAT 15-MAYBE NECESSARY IN ORDER TO I` �® PLY -WITH ALLApPLICAELE CODES.' ENGQUEST Inc.* 3550 Engineering Dr., Ste. 175 9 Peachtree Corners, GA 30092 • Tel 678-906-4670 • Fax 678-906-4671 • engquest.com gg�.,ay. ;v^�;nr .;•;e,.io-.,..v:-cam. ; THE IRON t t anufacturer of @pir t I t ENGIN E"E'R,, ING ANALYSIS- OF OAK SPIRAL STAIR KITS 5'-0", 5'-5", & V-0" DIAMETER CODE STAIRS MODEL NO.: STANDARD #125 CODE: 2014 CITY OF LOS ANGELE� BUILDING CODE, 2013 C.B C. / 2413 C.R.C. ' & 2012 I.B.C. 1 2012 I.R.C.. LOS ANGELES . CITY STANDARD PLAN #125 LOS ANGELES liTY LICENSED FA13RICATpR:. -#1150 THlSANALYSIS:Vqq�.,�DOIyLy-An WET SEAL &Sit#l�l1'tt113E OF ENG44003 .UN24'14 WOOD Engineering, Inc. VD40 FOOTHILL BOULEVARD RANCHO CUCAMONGA, CA 91730 CM9) 605-1000 - FAX (909) 605-8899 Main Plant & Showroom P. O. Box $47 400 Reed Road Broomd. PA 19008 (610) 544-7100 (800) 523-7427 Fax (610) 544-7297 Southern Showroom & Warehouse 6556 Superior Ave Sarasota, FL 34231 (81.3) 923-1479 (800) 648-8990 Fax (813) 923-8176 Southwest Showroom & Warehouse 8718 Westpark Drive Houston, TX 77063 V13) 789-0648 (80D) 438-4766 Fax (713) 789-0720 Midwest Showroom 8 Warehouse: 886 Cambridge Drhre Elk Grove Mi., IL 60007 (708)952-9010 (800) 463-4766 Fax (708) 952-0496 P.D. Box 3008 39491D Guasti Rd Ontario, CA. 91761-0901 (909) 605-1000 WOOD - - -, um a.»trrnoir�x�a�arn 10DWPOOMMODUUWARD RANCHO CUCAMCM146 CA91730 CM 9691-ZW FAX (9M 9a9.8106 SPIRAL 5rAIRWAr MODEL .NO-• STANDARD 0125 OAK sm.,o,! of /36 WOOD �t Dk. rouser OAK mwm -2 a SP/R4L *yqy SPIRAL 5rA/)67%4Y 5TA/R1NRY asem.w�Al.rsura�u�, THE IRON a1E 2-L-/4 l0DW FOonftL 8OMLVAR* THE IRON RM Sf�P oEsw�„KM. Jam. w. O 9eafle7 -RANCHO F a c9op-MOO ra`. sHOP CODE- 20/4 G1rY OF Los AN6ELE5 BUILDING GODS - W13 CALIFORVIA W/L01N6 GOREW/TH LA G/rYAMENDMENT5. 20/2 G.B.G. 4 2012 143-4:. 20/3 CAL%FORMA RE51DENr1AL GODS 4 -1012 /NMRA64 770NAL RE5/DENT/AL GORE LOADS D.L. = 10.0 F5.F - 3004 GONG. I.L. = 40.0 P.SF. lOR 40 PSF SNOW) OR LOAD A T.L. = 50.0 P.S.F. EDGE OF TREAD OR 3GtV ON AREA OF 2'IN. Or 2 IN. OTHER LOA05 n 20 Rd-.F. /N / 3 F /j 4 5 61:C4PANC/E5 NOr N/A ACCESSIBLE TO GENERAL PUBLIC. 50 P.L.F. Ar TOP OF HAAVR4/L (NON-RES/DENT/AU 200 LB. ON HANDRAIL OR 6VARDRA/L /N ANY DIRECTION 5DX ON ONE W. FT. ON INTERMEDIA M RAILS (Nor REAP mw 51MUL rANE0U5L r mm AaovE OTHER LOACW.. WOOD FmgbUWg q& M& s row OAK s,via 3 w- 5P/RAL Jmkm MzO2 N STAIRWAY maaeavlew+l►�arbe voomFoonim L souLtvA RD ,a THE M2M -'�E2-10-/4 �9esioa SHOP cmoWmer�M✓� w 5P/RAL 5rA/RWAY RSM114 EMENTS 6,1(1009.Bi.LAND/N6 7'V/DTH hd/ST EQUAL WIDTH OF 5rA/R LANDING D1MENs10N./N DIRECTION oP TRAY EL Aw r awAL oR EXCEED M/PM OF 5T,4hAW D00R5 SHALL Nor OPEN OVER LANDING. �XGEPT70N . LANDING NOT REQUIRED 1N R-3 AT' TOP OF INTBQIOR 5rA/RW4Y PROVIDED DOOR DOES NOT 5/N/M0 OVER THE STA/R5 60- LAND/N6 7J (/oO9.9.1) WALK/AG WM=ACE5 SHALL BE A WL/D 5l/,?FACF EXCEPT/ON. OFEmm-,s PERMITTED rm4 rW/LL NOT PASS //2" DlAME7L-R SPHERE ELONGATED OPEN/N65 SHALL 6E PERPENDICULAR r0 TRAVEL. 6J (Ico9.9./ 4 /Oo9.9.?J a.17�R STAIRS SHALL HAVE SLOPE NOT TO EXCEED 2.* r0 PRE✓6VT X4 MR AGGUM"'r1ON ON WALKING. SURPACE5. eJ (74! 70q 9.3% USEABLE SPACE UNDER SPIRAL 5TAIRS SHALL NOT BE ENCLOSED. 10J (/00 q./0) /2 FT. MAX/MUM BETWEEN FLOOR LHVEL5 OR LAND/NGs. /IJ (1009.t V SPIRAL 5TAIRS MAYBE U5ED A A MEAti 5 OF E&RES5 ONLY 1OV/7MNDiWUIN6 UMTS OR FROM A SPACE MOT MORE *64m 250 5Q.F% AND SERVING NOT m RE THAN S oGCUPANTS OR FROM TECHNIGAC. PRoaz r/4nv AREAS 1N ACG) WAWE 1W M 55-CT/ON 4110.6. SPIRAL STAIRWAY REQUIREMENTS U (/D094%WIDTH = 44"M1IVIMUMBUT, FOR SPIRAL, EXGEPT/ON2, 26" MINIMUM PER /009.12, AT 4 BELOW HANDRAIL- 2,) (/oog5) HEADROOM = W" M/N/MUM BUT, FOR 51/R4L, EXCEPT/ON, 70' M/N/MO%M PER /009.12, 3J (I009.V TREADS = /1" M/NIM/M, RISERS = 4" M/NIM M 4 7" MAXIMUM aVr FOR SPIRAL, EXCEPTION 3, 77WAD = 7.5" M/N/t4M A r /2" PROM NARROW EZ76E AND R/5ER = 9.5" MAXIMUM PER /00q12. 4.1(1009.7.4) TOLERANCE 057/NEBV LAR6E:Sr AND SMALLEST TREAD OR R/5ER SHALL AOr EXCEED 0.375 /NCH, 5J (loo9.7.5) EXGEPT/0N5 SOLD RISER NOT RzwlRFD FOR sP/RAL SrA/R, BUrG.R.G. /4R.C. L/M/7°9 of'EN/N6 r0 NOT PA55 4" DIAMETER SPHERE. 406" MAX. RAPIUS WOOD. Englueerbl& hm wuw OAK s MMM 4 of sP/RAL 85-62 STA/RRVAY J0 w =40 FOO1HU DOW E1fARD THE IRON cKm 2-10-14 RANC:FiO COGAMONGA. C1191730 roe W . (907)989�7 FA%0009)9S9E106 SHOP �. 59MAL STA/RNAY REQUIREMENTS 12J (10 115) HANDRAILS. HANDRAILS BOW SIDES, BUT, FOR SPIRAL 5TA/R5, EXCEPT/0N 2., HANDRAIL OW ONE SIDE 15 PERM/77M C-) A4012.2) HANDRAIL HE16Hr = 34" M/N/MUM s 38" MAXII—W 14J 4042.49) HAADR4/L 6RA5P' 7YPE / OR TYPE /l. CIRCULAR, .125" MIN/MUM 4 2" MAXIMUM. N0N-6/RGUL4R, 4" M/N11-/M * 6- 5" MAXIMUM PERIMETER 4 225" MAXIAZM 4 1" M/NItW GR055-SECTION. HANDRAILS WITH PERIMETER 6RE,4 TER THAN 625" SHALL GOMPLYW/TN TYPE /I D/MENS/ON5 OR EQUIVALENT GR45PAB/LI7Y. EO6E5 SHALL HAVE 0.0/ NIVGH MINIMUM RAD14,M H,4NDR4X 15J (/0424) HANDRAIL &RIP SURFACE BALLU5TER SHALL BE WN77AVOU5 W/THOI)r SMALLER IN7ERUPT/ON BY NEWEL P05r5 THAN HANDRAIL OR OMER OB5TRldC770N5 /5 NOT (NEWEL Po57✓ PERMITTED /N R M% oasr)MCTI N EXCEPT/oN A 16J (10/2.6i HANDRAIL EXTENS/ONa EXTEND HANDRAIL 12" A TOP AND DEPTH OF TREAD AT BOTTOM 4 RETURN TO 6UARD, WALL, OR WALK/NG HORIZONrAL Q SURFACE EXCEPT HANDRAILS IN DWEZLING5 A6EED ONLY EX7SW7 FROM 12- TOP R/sER TO BOTT R/5ER (1VOrREQUi T BEAGGESS/BLEJ WOOD a>'nr�v+le�rngvaeR<r lOO�A FOOiFiLL BOUlE1/ARa RANCHO CLACAMONGA. CA 91M (907) 9DPLMe7 FAX CDOi) M4106 aun�r OAK area op_ WOOD jps h. wAm OAK MMM 6 OF- SP/RAL /y�y 5P/RAL 5rA/RWAY +ate B5-B2 STAIRWAY - g`5-82 2 IQ-14 FOR THE -IRON Q1°E IODmFOOIF#.LBOULEVARD FOR IRON am2-/0-14 SHOP o®amerKM�. w t9o�9 X&10 C'9eaa�ae sMOP —� W. oea®nKM1 5P1RAL STAIRWAY REQ1/IREMENTS /7) (/OU.7) CLEARANCE / 1/2" 16J (/0/26) HANDRA/L SHALL NOT PRO./EGr INTO REGHIIRED WIDTH OF 5rAIRWAY MORE THAN 4.5 /NCHE5. NO SHARP EGVES ON% WALL A r HANDRAIL HALL --\ E,--- !9J GUARDS RE6IUIREo ON O 5.7A1)7WAY AND LANDING. (10/3.3) GUARDS SHALL BE 42' HICPR GUARDS 1,550,45 / /r HANDRAIL /N MVIV1DUAL DWELLING MAYBE 340 TO HANDRAIL 36"ABOVE TREAD N05/NG CLEARANCBS (EXCEPF/Om W. 20J (/O/3.4) 0PENING5 /N 6UARD5 SHALL HAVE BALLUSrau OR PATTERNS S'/CH THAT 4' DIAMETER SPHERE HILL NOT PASS. rRIAN6ULAR OPENING AT R/5Eg TREAD, ig BOTTOM RAIL s44LL NOr PASS A &'DIAMETER SPHERE. 5rA/RS TO ACCESS PLUMBING, KEGTR/GAL, OR MECHANICAL SYSTEMS OR jWV/PMENT OR /N GROUP 1-5, F, H, d 5 0CL7lPAN6165 /5 LIMITED r0 21' DIAMETER S YERE. 4-375" DIAMETER 5PHERE PERMITTED /N /ND/V/DL44L DWELLING UN/75. WOOD Xnanoutna ft" OAK omxo 7 cw_ sa�mrepnyy SPIRAL f35-82 STAIRMA)e 1004DFOO1HLLBOU"ARo THE IRON mm 2-10-14 RWCHO WCAMONOA. CA 917M W. (9W)98P6=W FAKl99D)9 "IM 5H0P DmG�IDry GHAF7,ER 22 (STEEL% /) (2205./) ALLOWABLE STRESS Dl�"a/GN PER A,I.S.G 360-/0 AND A / SC 34/--IO SE/SM/G PROV/510N5 FOR STRUCTURAL STEEL BUILDINGS 2J 42205?J SEISMIC DF5/GN PER A.1 S.C. 341-10.. 3J PER AIS.a 36Q B2. LOAD COMB/(AT/0N5 PER APPLICABLE BUILDING GODS. 4J A.lSC. 34/=/O SPEC/F/GA'T/OINS A/FE FOR MfOMENT FRAMES AND BRACER FRAMES, 5J (.22/0) GOLD -FORMED STEEL PER NORTH AMERICAN 5PEG/P/CATION FOR THE DESIGN OF GOLDH=oRMEO S7EFL 57M!k,7URA/ MEMBERS 60NCLU5ION- E✓ALVATE ALL 5MEL PARTS. PER A / S.C. 36040 d 341-10. AL50, EVALUATE ALL L/GHr GAGE STEEL PER A.1.5J. 5/00-07/2-/O. BM rS SHALL 66WL Y W/rH A.S. r.M. A307. WOOD Inc. mvuft" loom FOOfHUBOULEVARA RANCHO gNA Vil sear OAK sHmn . 6 tw 5P/RAL 5j'A/RWAY imm 85-82 rm 71/E IRON � � 10_-/4 CRAFTER 23 ovoov,) /J (2301-V ALLOWABLE 5MESS DE516M PER 2304, 2305, AA02306. LOAD AND RE5/5rANGF FACTOR DESIGN PER 2304- 2345, AND 2307. 2)(230151) A.S.D. PER AMER/CAN FORES r AND PAPER A5SOC/A770N, NATIONAL OE5/GN SPEC/F/CAr/ON FOR WCOD COMB V-my WN 2022 EO/710N (N475-20/2). 3„1(2307.1) L.R.F.D. PER A.F. AND PA N.D.S 2012 E• ND5-20L2 Min '4,-a 4y`i it A WOOD Moducedur., hm Gbn�env itr a+� tract" 1C MFOCTH LBOUIPVARD RANCHO CUCAMOIOA. CA'91730 (907) 9SPOW - FA7f (90'D) 98"106 suueer OAK sxQrwa 'q oF— WOOD soar QAK SHMM /0 a _ SPIRAL SPiR4L .57A/RWAY J01716 5TAIR/' A 2-/O-/4' 2-1D-14 me THE IRON °"'� IOMFOOTHULBO1REVAM THE IRON 0w SHOP oesrrmarK M/ w' RANomloa tcra�no WU09 gvsu --� w (vo9�9e9aae7 FAX(90D)9a9.8t06 LATERAL LOAD5 G.B.G. / /.B.G., -% = 3.76 Si = Lag W/ND. (2015 G.B.C. /2012 LS.C. PER AS.G.E. 7-/47J W/ND 15 0r APPLICABLE. 1NTER/0R IN5TALLATIONONLY. SEISMIC CODE: 20/3 GAG. /20/2 LB.G. G.B.G. B.G. 1613.1, DEFER5 TO A.S.C.E. 7-/0, EXGL!/DIMS CHAPTER /4 $ APPENDIX 1/A. 1J (//.41) MAPPED AC-C& RAT/0N PARAMETERS 5s(025EG)=37ZOR3.73(F/6.a - s, (LO 5EG) = Wl?9 OR 1.39 (F16. -7--2) WOR.5r CASE FOR GAur-oRm1A o M05T OF UNITED STA7F5 (BUT 5s NEED Nor EXCEED L5 PER 12.6/.3 ANALYT/GAL AND /2J4.8.15/MPL/FIAW FQR REGULAR 57mj--now LE55 771AN 5 STOR/E5 d re a4w 2) "11.4-V 5I M GLASS 5/TE 4cLA55 = D (OEFAa-r wo SOIL5 REPORT 6NLE5S E OR F I5 REOS7 6Y BLD6. DEPr-) 3) (1/.4.3J 51 rE GOEPFIc/ENT (FOR SITE CLASS Di Ss , Las .: Fa = to OR Fa = /.40 W/ SIMPLIFIED DE5/6N PER 12.14 . 5i -� 050 .: Fv = 1.5 (FABLE //.4?) (MA FOR 51MMIF/ED) WOOD SM sir SpAk- M rea /� a— �'N�1'� 5rAMINA r- B5-B2 IAMYfdtr'�o�wln 10EWFOGMUSOU{EVAM THE IRON—2-10-/4 RANCHO CIMAM MOA, CA917M 6M9$VQW FA)C0109)9E96Et06 SHOP w' LATERAL LOA475 G.B.G. /LB.G: 5s = 5.73 SEISMIC S = Lag 8J 11/.6) SEISMIC DE5/GN CATEGORY (S.D.G,) S = L39g 0. 75.: S.D.G = E (WA FOR 5/MPLIF/ED) 5=2.4gg�0.50gd GCGUPANGYGA7EGORY = // .; SD.G. = D OR 1W = 440 O.SO .: apc. - D FOR SIMPLIFIED aV7` 5i = 1317g S.D.G. = E (N/A FOR S/MPL/F1ED) 5a = /34g 0.20& 49 OGGUPANGYYGATE6Gl4Y= 11 BUr Sr = 139g A 0.75g (N/A FOR $//.MIFIM2) 5P..G, = E (N/A FOR 51MPL/FLEW GOAGLUS/OM S.D;G. = E OR SSG. - D FOR SIMPLIFIED. 9) (71.6.1) FOR S.D.G. = E OR F, 57'MAC IRE SHALL MOT BE LOGA7FD WHERE THERE /S A KNOPYM POTENT/AL FOR AN AC r/VE FAULr TO GAUSS Rz4v7URE pF 771E GROUND SURFACE AT rW 5Me nh7E /N/A FOR SIMPLIFIED) loi 42.14.1) 5/MPL' /F/ED DESIGN /5 NOT APPL/GAmz 51 s 6) ARE NOr SATISFIED. LATERAL LOAL75 G.EG / /.B.G r 5s = 3.73 5E/5M/G (GONr) 51 = 439 4.) (I1.4.3) AD. LISTED MAX/MUM E.Q. 5PEG7RAL RESPOAlSE ACCELERATIONS 5-m = Fa 5s = 409.73)g = A73g Sw = Fv 51 = /.56KI3Wg = 2.04g t- RYE C,09 �846M4wav--;,Me M WA FOR SIMPLIFIED PROCEDURE 5) (I1.4.4J DESIGN SPEG.TRAL RED O/yyE AGGELERAT/ON5 2.4eg OR �,,+vt Fse awev 'ins _ 140 N/ 5/MP4 lF19P DE5/6N wl=2/35of=2/3%2.0" = 1.3gg (N/A FOR SIMPLIFIED) 6.) al..4.5 11.4.6) 0E516N RESPONSE VMC MAM AND MGE R55PONSE SPECTRUM NOT REGIU/RED FOR L7:0 EWIVALENr LA7ERAL FORGE PROCEDURE. (N/A r-OR SIMPLIFIED) 7) (/1S.0 /MPORTANGE FAG TOR / / = 1.0 FOR R/SK CATEGORY I OR 1I TABLE / / TYP OFFICE, H0445E, ETC. ASSEMBL re -4VO GGCGUP_ SCHOOL t2a0 HEALTH CARE t W Af0 HAZMA r SEE TABLE /52 FOR ALL GcGUPARG/E5 WOOD sor OAK bw u 12 a �ta!'r6,plrr)p SPIRAL 5TA/RJ�U4Y taoaa FoorHw eouervvARa sae 2--/O-/4 RANCHO CiICAMONQA.6491730 A>A THE IRON I'K c909)9e9-®e7 FAx�i9ev81o6 5 oe�oerm LATERAL LOADS G 5s = 3.73 5E/5M/G 51 = /-94 /I) (/2-2V STRUc7URAL SYSTEM, LIGHT FRAMED WALLS SHEA mw WI771 )'UpOD 577a4-, 7/RAL PANELS R = 6 1/2 �/"remacEa� �MA ao=3-//2=2//2 L7) (12.2.3.0 cOMB/NA.TION OF L/6Hr FRAMED WALLS 11WEN USED WITH 5P/RA4 5rA/R (ORDINARY MOMENT FRAME,) R=311-2t6112 Jo = .20}WA /3) (/22.5.6) STEEL ORDINARY I-vMENr FRAME 15 PERMITTED !N L/6HT FRAME UP r0 35 FT. /4) (/2.321) FOR TYPICAL SPIRAL STA/95, NO HORIZONTAL IRRE6ULAR/r/E5 PER TABLE L2.3 1 r r • - 3 :,'�,�,� _ 4 q fit'' '� WOAD moda-1 , h. w,.A.,av,nw�efa�+ IWO F00naLSOULEVARD RANCHO CUC4MONGA. CA91730 (9CM 989-200 - PAX (90D) 98"106 BUR= OAK m+arw /3 Q_ WOOD OAK 14 0< 5P/R4L SPIRAL 5rA/RWAY J01O BS"'22 5TA# WAY +ate B5 B2 tiz>w THE IRON o 2 /O-/4 mmFoO"Hu.aouuavAlio THE FM/V W. /RO w. RANCHO CUCANK7NC3A. CI►97730 SJ�P omm�.,t� 190959 FAX(909)9098106 SftGP �� M./ LATERAL LOADS 5s = 3 73 5E/SM/G 5r = I-W 15J /L2322) FOR TYP/GAL SPIRAL STAIR NO VERr/GAL /RRE6ULARMIMP PER TABLE 12.3-2. la. $ /b.: NO SOFTSTOR)'. 2.: NO AIEI&HT MASS /RRE6ULA)?/TY. 3.: AO VERTICAL 6EOME7R/C /RREYaf/L.AR/TY. A. NO VERTICAL 1N:P4ANEDISGONT1AV177jF5 512. d S� r NO WEAK 6rQRY OR EXTREME WEAK STORY. 16.) /12.3.4.I)'AMWPAAICY, RHO RHO = !.0 /NON-a#4,01N6 5TRLe nh E NOT SIMILAR TO BUILDING) RHO- /.7.j A24.2) 5Ei5MlG LOAD EFFECT E = La-b + Ev FOR COMBO 5 d 6. E = 417 - Ev FOR COMBO B. 18.i /I2.4.2J) HORIZONTAL SEISMIC LOAD EFFECTS Eh = p GE = /.OV OR IOFP /,?) /I242.2) VERTICAL SEISMIC LOAD EFFECT Ev = 0.2-SmD = 0.2(1,OlO),= 0.2660 -srrr. as WOOD zu0maegum, Inc. SPIRAL $,Mm IS w_ ST pf AIRWAY ICM FOODBU. SOU"ARD ron THE li?ON avt 2-/O-I4 RANCHO CUCANIOti6A:CA 91730. �. W. (909) 9V'E7 - FAX QD09) 939.8106 LATERAL LOADS G.B.G. I -MC.: 5s = A73 S&S-HIG 51 = 1.3-1 20 (12.42.3) SEISMIC LOAD COMBINATIONS (CONr) ALLOWABLE $TRESS DESIGN EVALVAT/ON /CONY) GOMEAO 6b. ILO + 0.1055DS)Z) + H + F + 47..S25p QE + 9..7-5 COMBO 5. t0.7 OR5ORR) FOR EXTERIOR 57A/R I.- $ R ARE LE55 GRIT/CAL THAN 0.75E OR 0.755 (0.755 CRITICAL W/ SNOW FOR 5E/SMIC) ILO + 0.10517.00))D + 0-525,11. O)QE + 0.755 = 411D t Q,52"r- + 0.755 555 COMBO 5 -1 COMBO 0. (0.6 - 0./4SD5)D + 0.7p GE + H _ (0.6 - 0./4//.00))V + 0.7//.0)GE 0.46D + 0.70GE LLT2S CRITICAL THAN WAW 5. FOR: COMBO 5., 6b 0 8. 5. 4 6b. ARE GR/T7CAL. ✓a4wmwN = 0. 70E PV /.14D /COMBO 5.) A.S.D. OR VVAWPeW v = 47-%ZWE W//./Ip + 0.756 /COMBO 6J LATERAL 1-04D5 G.B.G. / I.B.G.: 55 = 3.73 5E%5M/G 5/ = 1.39 20.) 42.42.3W SEISMIC LOAF GOMB/N4T10N5 AL1-0WA4V-H STRESS DE5/GN 5. /7.0+0,145D5>D+14+Ft 0..7pOr 6L* /1.0 t 0.1055D6lD + H + F + 0.525p GTE 0. 75b + 0.7-5/L^ OR 5 pR Rl 0./45D5)p + 0.7p CJE + H NO. WHERE H ORF OCCLK SEE 12.4.2.3. 2L) (1242.3) 5E/5M/G LOAD GOMB/NAT/OM5 ALLOWABLE STRESS OE5/6N EVALUATION COMBO 5. ILO + O /4505)p t H + i' + 0.7P GE NOT A CON5/L7,6Z4T/ON AYE FLUID FOR.LA7ERAL DE516AI PRE55U?E5 B'JT D /5 4WV FOR CO1.~. LATERAL EARTHPRE--'RE /5 NOT A CON5/DERAT/ON. GONGLU510N- rr+r .. )s //.Oto/4x1.6a.0f0.7,0 iE 1.14D + 0.7AO)QE = 414D + 0.7OQE WOOD IngIncerIng, hm swan OAK s>wfa, /6 OF mac_ P/R L y mxo. 6"2 ab,�weve.o.�l+mey,�y, ,00aFoon+ateouaEVArm ,� T'sF IRON mm 2 10-14 RANCHO CUCAMONf3A, CA91730 oeasi�rrK M./�. w. (9o4i 969�E7 , F,n7c (90D).9898106 SHOP LATERAL LOADS G.B."G. Ss = A7-6 SEISMIC 5� = 134 22.) A24-w 5E/5M/C LOAD mFmcT .INGLUpme, OVERSTREN67?y FAG roR NOT APPLICABLE FOR L/6HT FR4/NlE, SEE L2 /OZ 1, EXGEPT/ON.Z. 26.) A2.5),PIRECT/ON OF LOAD/N6 /125-V 5E/5M/C VE516N GAWe70RY B 2 ORTHA6ONA1- D/REGT/ON5 NEGLECT WERAGT/CAI. 172.5-W S.OG C SAME AS B.UNLE55 7YPE5 HORIZONTAL 1RReWJ-AR1TY PER TABLE 12-3-1 NO /R4W61/LAR/7Y .-- SAME A$ B. //25.4) S.D.G. D, E s F .FOR SPIRAL. 5TAIR9 IWER56Gr1N5 COLUMNS OR 5HEARN64LL5 FROM 2 D/RECT/OAS ARE NOT GR/T/CAL FOR GOMBiNEp LOAp/N6. GOAT-,U /ONr Vt5/6N FOR 5E15M/G LOAD FROM 2 ORTHA(S0NAL AXMES. TYPE 5 HORIZONTAL /RR£-6ULAR/rY NOT PERMITTED, 24.) /I2.6) ANAL. Y5/5 PR FOR 4/6Hr FRAMED T USE ErmVIVAUWr LATERAL FORGE PROCEDURE PER TABLE Lz s-� WOOD EuMoveaftill Im amn,Ivfrrwaue+ TUMFOOTHILL80ta"ARD, RANCHO CUQAMONGA. CA VT730 (909) 9892=7 FAX600 98"106 a,g= OAK MWKU /7 OF_ SP AL 5TA/RN.4Y min 85-82' ray THE IRON VATS 2-/0-14 SHOP nm�mKlN.i'�. w LATERAL LOADS 5E/5M14rl 25,) (Z2 7-V EFFEGt/VF SEISMIC ME-16H7 (11(J N = D + 0.25 5T0RA6E t 10 P.S.F. PART/T/0N + EQUIPMENT + 0-205 MERE 5 > .CIO P.S.F. WHERE 20 P.5 F /5 USED FOR VERTICAL LOADS 26,) (12.73) 5ML? 77.1R4L MODELING, FOR LIGHT FRAME 5TAIRS III FLEXIBLE GOLUWN STIFFNESS AND D/57R/ V770N OF FORGES WILL NOT aZ COWS/D,ERED. WOOD d„mrorsA"�r�m rw�a�ar�, loom FOOTHILLBOUI EYARD RANCHO Ct)CAMONOA. CA 9t7� (909)%9.9767 FAXt9W)'989r suam OAK SHEEiM 19 OF 5P/RAL 5TA/RNAY JO�� BS-82 ron THE MOW GTE LU SHOP cetN!®6rK LATERAL LOADS SEISMIC �+-s• - �w wcacwrao, �a�xcrv--�5� _ /.39 27,) (72w &wivALENrLAMRAL FORGE PROCEDURE (GONT) Vag = Gs N Gs = I.0) = 0.533 OR OR Gs xac = 501/ MR./ in.) _ /.076 (128./.3J Gs0.0/ Gs e-W. = 0.5 S:1(R / /,?J Gs=0.333 Vtuw = Gs N = 0333N PER 21.) (1.24.3) A.S.D_ DE5/GN evAL1/Ar/ON FOR BASIC G0I-0INA71ON5 Va W = QF = 0.333N COMBO 5: Vs geSrdv = O. 71O.6MI'V , 414.0 = 0233N t 1/4D OR WOOD Ism Trim OAK „M M /B O 5PA�4L +?+ AN" 5MANA;Y 1000F OTHULBOULEVARDRANCHO THE /R0/1/ CM 98D`7D67�ML4106 5HOP n�nrrK.M./ LATERAL LOADS 910-2 //B.G:: So- 3.73 /5M/G 5, = 1397 27.) (/240) EWIVALENrLATERAL FORGE PROGEZVRE R - 35 (TABLE 42-2-/, CA) BUT R = 30 USED /e = LO (TABLE /S-2) R/5K CA7FGORY / OR (72.B2./J BV/L2045 PER/OD (12.8.2) T = Ta T = 0.028a(!i6)Aoe. (/2.8./.3) � 5 5TOR/E5 5s. = 1,SOg SITE GLA55 D (-EE2.V 5s>/.25 Fo=/.O 5, % 0.50 Fv = /-5 GG = 0.028 (TABLE /2.0Z) X = 0.BO hn = ",MAX. (MIDDLE OF MA55 AT . 3-STORY) 0 = Fa Ss = /.O x I.Sog = /-,%:v 5os = 2,V yes = 2/3(/.5og) _ log 5-w = 215 -So = 2i3(2.09g) = g WOOD ----- Ins * OAK awwrna 20aF i3dAraI6#Ih�Yrlp SPIRAL HT>etosrovaWu —STAIRWAY +mria BS-B2 TooaoCUCA OMGA CA91 w�I THE IRON O�TE 2-/O-J4 RANCHHO CUCAMON6A,CA 91730 w. (9o7j 9'OPdle7 FAX(909>.9HSP8tU6 SHOP pn LATERAL LOADS GQ Ss = 3.76 SEISMIC 26J (/283) VERTICAL D/57RlBUT/ON OF SEISM/G FORGE5 r = 043 c O50 (sEE27J% K = LO hx = 30;. V = Vrtusr f Nr = AVx = PV3 Fx=CvxV hx = 30' GRIT/GAL ' Gvx = Nx hx« ^ 6N + lBN + 304 54M �.' Nr hr Gvx = 056 Fx=056VaAW N = o-j"N. x o233J �, OR Fx 0-96 V'SKW N = 05H5(3M x 0.175) /B = 0294M lanCOMBO 5. Fx=Vx=O 9OR E Py 0 - COMBO 6. IFx = 0.294M 3W WOOD jam. succor OAK smmNm 21 OF- WOOD Tom, suns OAK m?2 t 5P/RAL or- 5TAIRWAY i0°wa 8.d •� a 7A/RWA'Y +ate •85-82 imwFCC1HILL ARD s+ae 2-/O-i4 taoaatoom ieo�iaan ors 2-10-/4 RANCHO roe me IRON THE IRON C907 9EP200TCUCAN�(CA99D98106 St/OP W. R/WCFIOCgCAMON6A.CA9t780 wn RT+Ot®erG� VM989-=W FAXCM9B"IZ* IOP srsov®sY LATERAL LOADS G.B.G. /I.S.C.: 5s. = 3.73 LATERAL LOADS G.BG. //.B.GSs = 3.73 SEISMIC SEISMIC eurtsucuuasa—i'5i = 439 29J (12.8.4) HORIZONTAL SHEAR D/57R/B47I0N Fe = 0.39/ Wx OR 0.39/ WP Vx = 0.39/ INP GRIT/GAL ® 3RO LEVEL USE• SAME A5.25) 3oJ 4OAP GOMBINA_T/ON SUMMARY COMBO 5. �oar�r Farmer = 0.3111W + 1./4D OR COMBO 6.-o..os5 Faww = 0.244W + 4ILP + 0.' 55 SUMMARY• I. /e = 1.0 it 05K CATE60RY / OR /1 2. 55 = 1,50y, 51 = /39g (BUT GOOD FOR SS = 6.7-4 DUE TO Cs BASED UPON MAX. Ss FOR r r a5a) 3. 517E GLASS D 4. Sips = 400g , Sim = /.39g 5. 5E/5MIG DES/6N CAWSORY E 6. SEISMIC F0R6E-RE5/577N6 SYSTEM - ORDINARY /MOMENT FRAME 7. DESIGN BA5E SHEAR= VaAseamww = 0.233W BUT 0.3911•V FOR AW LHVM STAIR. 8. SEISMIC RE5PON5E GOEFFIG/ENT: G5 = 0-933 9. RESPONSE MO. /FICAT/ON FAG TOR. R = 3.0 /0. ANALYSIS PROGEL )W aWlVALENT LATERAL FORGE WOOD Ru0nualoo lim OAK SPIRAL owsm 23 oR WOOD � Im w-w OAK SWUM24 OF snurireynr>li BS-62 +�+�/ SPIRAL BS B2 5TAWNA- 7' J0elII m� 5TA/RNAY "Nm rinrerdMiw�rol►aarycrV+ LsarnrsriAlydraiq/tusoer�+! 10DWFOOMLLBOULWARD THE IRON oue 2-/O-J4 lWWFoonriieo�ritvaan THE IRON 2-10-14 RANCHO CUCWONGA. CA 91730 � W. RA1JCfiCCUCAMOSOUL CA91790 � .t9ov)se9-xm7 Fn1G 9e9a1oa SHOP oF' er 4 VM9W=W FAxcM99"10a SHOP p hl:.iy�• w. TREAD DE5l6N 5=II" MAX DIAMETER 5=C0° D/AM. TO 6 =0" D/AM. R = 2',6" TREAD SAMPLE GALG: VM-M ® SA-5-- = 3(29)"2/2 + /2.5/2,V^2/6 = 260,W X = 4262 + /75 ) /26B = P.24' Munlf = 93(24 - 11.24) = 1,651V Mconc = 1300/2)(285) = 4,275"0-6OV. LOAD 51AR/N6 BY 4V TREADS CONNECTED A ED6EW/7'H BALLU57ER 65AP/NLXe TREAD PE516N /00 P.S,F. L L_ SANhcLE.CALG: (5-0"D/AM.) a=VW4#12)R051N/S°R=0..259R= 7. V' R-/=30"-1=29" A=[6+2m)/2)P-V=45+a)X-/)=268W.1N. PwrP = 2 + D)AW/44 = AGe + 1022601144 = ?05+w X =[-"-/)i120(2a- AWN -V2/6J/A —= [300 - /) 212 + 12("!_7-5) - 3)(JO - U12/6"A0 _ P7 261 + /,752)"68 = 3,013/266 = 11.24" MaW. 3,641 &-LR R-15=30-/.5=28.5" = 4.275 /N-46-60V. WOODI. Inc. �arr,mriArurx��vAatn ' IOM FDOTMLL SOULEVARD RANCHO CUCAMO1— - CA91790 (509)9699�E7 FAM909)9a"106 TREAD DE516N AnO P_5 FJ SPIRAL 85-82 STAIRWAY tan. THE IRON_ ure 2--10-/4 SHOP a®�nKM✓�. W. APO P.S.F. L.L. 5 �0' d 5=6- 0 6'-O" 0 6'�" 40 7=0" 0 R W. 33- -W 39" 42- c7 aw 7 75 B.SS q52 Iwo /O.88 R / aw 2q 32 35 3B 4/ A so. cw 266 322 37-1 441 508 P&W. aw 205 .246 -1170 337 386 9 ow 1124 /224 /927 /4,30 /53/ R-1 9 iw l7, 76 /1176 21.73 23 70 ?.5.69 MOM aAKW 3,64/ 4,661, 6,302" -7987 9g6B R-15 ow 205 9/50 04-S0 "31150 40..5J P4ew4/2 Aw 150 lw /W ISO /-Ap Mr,mm t Ac-w 4,275 4725 5/75 5,625 6,075 V4zveAwmv 300 -RCO 0 30o 337 38B 0 AG7YAL hoMENT W/D.L. Moi. _ (379/144i(S P.S,FJ(36 - /3,2?,i _ 1-60(22. -IV = 295+! N/A Mraw = 5175 +2q5 = 5470"* A7.6 wRfi1wwr6JPImgt AC MAL V = 3009 + 13# = -W-W • --w Arvz ewrsmm.,v. WOODZNOWOuftalm 1o0AD.FOO1FiRLeoutE VAtio RM/CM0 CUCANIONOA, CA917M (909)9D9.20E7 FA1cMR)98"106 TREAD DE5/6N (40 PS.FJ MUM OAK mmw 27 CF— SPIRAL STA/AWAY THE IRON w SHOP pp �/C.M. 40 P.S.F. LL 5'<O" o 5141.0 61-0" d 61,6" 0 71-0" 40 R 90. 93" 36- 3q" 42" a tw 7.75 8.55 q.32 /O.fO /O.88 R / AV 29 32 35 3B 41 A �sm rw 268 322 37-1 44/ 508 PAW. Aj v q9 Ill 132 /53 176 X IpV 1124 /2,24 19.27 /4.30 1531 R-1-9 AV 17.76 A76 217-4 23.70 25.61 MAW. Am-Lw 1651 2,207 2,061 9,626 4,525 R-15 ou 28,5 3/50 34.50 3750 40.50 Pc4w-2 aw /50 I" /50 /50 /50 M=Ar.ax.tw 4275 4,725 0 5,175 5,625 1 6,075.1 Yaw lxnrrw 300 300 ®3G12 300 300 © ACTUAL MOMENTW/Dl. MOL =(37q,4W(5P.SFJ(36-M22; IVAM2.7J = 2q5' �WA MWAL = 5175 + 2c15 = 54701# 42US MWZ4WNPr4Wf=AL ® ACTUAL V = -S o + /3A' = 300+-m mrw4wAvrcmnm4L WOOD i„�. mesr OAK a�►a 26 of �ralB7atwlar SPIRAL ST.�/RN'.9Y 1010n. 85-62 c�a>IrsAr lOH04D THE IRON CAWKX 3kkCA91 R 989-20 -MON6/1,G917a0 (909)9d9fi1b7 Mcgo9>98968loa wn —ram W. TREAD DES/6N �40 P.S.FJ 40 P.S F, L,L, 5ANIPLE GALGr (5b" D/AMJ a = 5/N(B/OR = SIN /50R = 025gR R-/=30"-/=2V A=[0+2al/2XR-d = (/.5+aM-V =268-So./N, Pcmr = (L + JP A444 = (40 + IO)268//44 = 430 X =[3(R-11^2/2r(2a-34V -1)207/A _ ["IV - U 2/2 + (2M 75% - 3/(30 - Ii-2/611266 P(/261 ► 17522a-12" = 3,013/26B = 1124- Mcrae = PerrflR = g3(30 - / - //24) = 1,051 114 LB, M40w, _ (Pcac✓2Zm - 1..5) = I50(2"V = 4,275 /A4-LB.+-•GOY. WOOD fin , im aaorrr�rap CLnaatstYl��IMiH�IwigbGM]/. i0000 i00THY1 Bo W PIARD RANCHCCUCAMON61k, CA 917M (9M9899DE7 FAX(9os)9D90106 MAW OAK mwmm 26OF SPIRAL STAIRWAY me THE IRON SHOP L41- 5=I/" MAX. DIAMETER OPT/OVAL TREAD NOTCH FOR BALUSTER "�� —a WOOD il�. l r+ t v IooaoFootNULttouuxArso ttAwcztocucntrtowc,A,cAot3o. (90i)9S0.20et7 FAKi90D)90Pa1tl0 oAK o"'csT Sn�Q_,gY� u�zNn �9 oc_ 2-/O-/4 WOOD � ina vayn tooOFoovtas.8OU"ARD ocucnMon�acavnao (9mm%97 � FJ�X('DOQ)9aA8106 � SpRAL s�rxo. 30oc JOdm A- _ — aTA/RWAYr+ear� STA/RiYAY M THEIRON � ---�.w. mfff / ,/ WE_ 2-10-14 wn THE IRON SHOP l,P TREAD 51-1/" MAX DIAMETER r--32.25" AC7Z1AL O.K. 6.560" 32 / ZL2, E ®SEGM.W A & SECTION B 1. 8.625" a A I .� SECTION G TR64D 5 -11" MAX. DIAMETER BY COMPARISON, 300+� GONG LOAD 15 CRITICAL FOR TREAD AE516N CHECK OAK (MIXED, N. RED, RED, OR NHITFJ M057'GR/T/GAL DE5/6N, OE5/6N ✓ALLIES, r r, I YA TREAD 33 35 PLANK `Fb = Ow 1-5.t Fv = /70 Fat = 600 III Fa = /,000 RS I 41,66 HUB 6/5SET Pb = 625 P-51 I NOSE BLOCK Ft = 500 P.S. /. Fv = 170 5EGr/ON PROPERi/E5 I F ' 000 lNGRE,45E 6EOMETR/GALL Y. Fe. 525 P.S./. I FORGE5 INCREASE ON E _ /,OE6 2.�74' . STRAIGHT LINE 25O" NO 2 5D° 8.625" 1 15,00" 6.425" Pb = 600 P,S.4 T-F.Ft = 475 35 gp° Fv = /70 P.5.4 Fac = 800 P--S./. % .. ELZVA77ON Fc = 625 P.S. E = O TOE6 5=1t"DIAMF72W 77?F�417 /=o" WOOD % cs„mrdiriiv°�mu�a�r, tooCF007MLOa LVARD wartcHocucA.cwonao t .gB9435s7 FAX�ODl9E4b106 mww OAK °'�`m 3/ OF — +ate BS B2 ous 2--10-14 ur_ OF�CN®rYK.M✓� WOOD arra_ blC' at+ tmaFOOMMLeouttvAAD rrgNcr+ocuc.,rmoraGacnvn (9'OD1984+d�7 FAXL9071V1 so IM siaasr OAK OWM 32 OF STA/RNAY 5SPIRAL rA/RNAY� B5-B2 _THE /ROM ran THE IRON 5/•iOP SHOP ryK/V1�"�.w. MEAD SEGTJON A X— �, 5=i/°MAX DIAMETER X TREAD 51-11" MAC DIAMETER SECTION A (CONr, Area: 20_dB5 Parlmahw 3G 7S0 Bkv"d/ng bex.- JG 3 407 -- 3 4O6 ; Y: -4.075 -- 2.425 GoritM/d: X .0000 Y 0.0420 MOmsnts Of hart/a, X. 78.169 Y• 4-5405 Proaict oP hwrtla: XY- 0.000 Radli oP gyration: X. 4,744 ; Y• /,.4a2 RYnc1Pa/ moments and X-Y dlrectlons aUout centrnld- h 45,403 along (0.000 -/ 0001 J: 78./69 a/once (/.DDD O.G'GI�J USE, SECT/ON PROPERTIES A = 20.605 / = 78.169 5722P = 78.16V2.425 = 32.23 SBtAt = 76.16V4.075 = Al./8 WOOD �_ IM a,-mcr OAK MW 1 OF— WOOD g, IM mmw OAK actreo a SPIRAL AW 82 85�82 trrrviw�aa(v 5TA/RWAY �ww a,�m.ws aarpc 5rARWAY Leo 10W1 MKUHlLBOULENARD FOR _ THE IRON Imn 2-10-14RANCHO -. .1mm FOOTHILL BOULEVARD MR THE IRON 2-/O-/4 9'69,s^A07-F X(9a9)�9W 106 SHOP OMMMSYKAM , w' (90�9; q gv��Ar,�xl90� ae,� oe SM405T �y✓�. w. TREAD 5EG77oN a X-- Y 12.6412" 6.346' � 6.345" Y 5=11" MAX DIAMETER X TREAD SECT/ON (J40" , ROM EDGE/ (C3 4" WOOD FM&jneftft& IS& wLw OAK amen 35 vF SPIRAL 85-&2 _ STAIRWAY J0°N0 mawFOOMLLBOULWARC THE IRON + 2-10-14 RANCWOCUCAMCNGA,G9175a MR-'-'"c• W_ OM9894WW FA1COM98"1a6 SHOP _. ,OMMK.M./am TREAD SECT/ON (C� X-- 5'-/J" MAX. DIAMETER r I 14.4-63" 72/7' I 72/6' X Y TREAD 5'--1/" MAX DIAMETER SECTION (B� (GONTJ -------��------------REG/DNS--------------- Area. 24./30 Perlmater: -474169 tsound/ng LWX: X-A-6-46 -- -6 345 Y• 2 735 — 1.162 Centro/d: X: O04:po ; Y.•-0,G1n0 Moments of Inert/a: X: 21254 Y• 336.765 PPI d t of. Inertia: XY: O.000 Radl/ of gyrat/on: 0.43q T 3.747 P-/ncPat moments and X-Y db-ectlans abnvt cent -o/d, /: 21254 along [LOCO 0..0001 J 338.765 along [0.000 / 0:701 USE: �SECrJON PROPERT/E5 A = 24.13 / = 2/25 . SrOP = -21-25A.J62 = I&W 5B7M. = 2125/2.734 = 7.77 WOOD EngineftlgiSDM OAK „p 36 w eaeoreYa�r+v SPIRAL zaraF�ny STAIRWAY RA ECHO � M7M FM THE IRON (9a9j9e9-mp F41COM98"1a0 SHOP MEAD 5-//"MAX DIAMETER 5EGr/oN e) (GONr) --- ----------------------REsionrs-------_��-------- Area: 24.637 Perimeter: ,37666 Bivw&ing LroX: X -7.2/7 -- 7216 ; Y.• -2.4M -- 0.4742 Gentrold: X 0.060 ; Y.• 0.000 Ma;nents of Inert/a: X. /0.90B ; Y: 456.405 PYna},ct of Inertia: XY 0.000 R00/1 of gyon: X 0.663 ; Y 4267 PrLw-?0a/ moments and X-Y dMectlons about centmld- J: /0.908 along fl0G O.O001 J: 4-AW 405 along [0.000 L0007 LA%F- 5EGT7ON PROPERTIES A = 24.84 / _ /0.-T/ STOP = 10.9//0..942 = //5B Sarm.. = IOM12.050 = 530 z TREAD SECTION (8.6"FROM EDGEI l (� ) = 411 -� WOOD Ensonsednra hm sly OAK urea 37 OF WOOD >nG suasr OAK aMErU '20 aF nrlr 5RWAY ��- the 5/R/NRY fi5 82 ir�esa�aly �� 85- ii gsr'EiWsner!4iiinwppt - Annowi+YiBnfaldF`�vr IGOMFOOMMS0ILGVARD• FaN THE/RON owRANIaoaoFoonnr.eou�v�an TF/EIRON 9'DR®B7-AFAX(909))99b9-01W06 _ SHOP p=�.K1rJ./� - (9D9).9�6�6—FAXOM9989968106 � 51%OP o®em�r 7READ 5=//' d 5=5" P/AME7FR 77WAD 5-/!" t 5=5" DJAMErm SECT/ON51lPl d lAffl� # Jso.Cnuc 7REAO. PLANK rC.OiVrj TREAD PLANK 2> ry 95; GROSS 6S2A/N BEND/NtS TO D/SrRJB!/TE CHECK MHAD ro AC r AS 0 Oo ovze W ,-SOACI AL -� PLANK TO SPAN 22' FROM a �' = I00+� M I ✓AGENT LOAD FROM 300# - 1 No5E BLOCK TO 6/%55Er. /9' OF UNIFORM LOAD% /" 2" ry M = /00" x /" _ /00 # O pE5/6N CON5IDERAT/ON5 4 ✓8r \ L. 3000 /5 D1577G'/BU72W OVER J S = l9�/062�r__—_"J 4W AC 57 ;READ PLANK BYZ-XAYACTION. 2. 4 !/8" IN/D77Y HILL D/5TR/BU7•E J�JW %%Dl,l f% Ft = Fv/6 /7016 20 P�nrA�� LOAD SUFFIC/EN77. Y TO CON510ER /000 /00% 6" W/D77/ FOR PLANK SPAN Mrs = 3.57 x .28.53 = /0/ "# ! too'# 6" GHEGK 4 //8' /N/L7rH TO D/57RISV7r -� GHEGK 6" MME PLANK TO SPAN 22' M = 300# x 2214 = /,650" 300# 2" Gl = 3GG+aA9° �� /=6'YISJ"5/I2=l688 j _ 15.8 #/?N. �-c" �av� MA=275X600x/10 M = 15.M&Ww = /,goov > /,650'# iso �cnur --� VA = ly0625° z 61(/7W//s 5 = 4./25T70625712/6 = 72-99> 150# /.509 1� = O 776 8.5" 2" 8.5° 22 " d = [300+�/22J'S1/148�0.9Ebi/6881 = 892V A 571 x = 0.044 = LJ50a a L/360cx 2-NArArnOw „U MMW-- MY.MMU = 6a/"a 57Z a �ow�rAm� �C�%7Q%�/ L5E• 1 //2^ IJO 2 OAK /MIXED, AL RED, RED, OR hH/7Fi WOOD % suara7 OAK ,w/139 a— WOOD Enaaeedn& M& S5ARAL 1R/•YAY +ate 85 62 °0imx LZAarm�elAriJlfi Q�vnnfYiirdrroreunYgrbia I FOORM BOULEVARD we e 1RON alre taaaoFvoniitaoui�tA� RANCHO CUC�MONGA•CA91730 RANCHO CUC-IMOIVG11,Cq 917m (909)9SP.2 7. - FAX(909)98"106 - SHOP—m mmarK.M./ WM96%=7 FAXMID989 106 7READ N0.5E BLOCK (2.S" x tW V 300+F P = 300+x PLANK O O 1 Vinuc = 900i A = 25" x /5' NOSE BLOCK O 15.25' = -7.75 SOUN. s = 2.51MV12/6 t9w %//JEW = 0.44 Q 0 •5" MA=0.-74x/,LSDx/5x40 JwcwN 1v)�-nc VA = 3.751/70J//.5 = 425# > 50p# = 0.0-29' = 44730 c 113W USE 2 //2' X 1 /12" NET S5 OAK. ets= OAK I MWW 40OF— mu 85�2 fm 77/E IRON over ' 77ZEAD NOSE BLOCK CONNECTION GK W N5 Hf/ / //2°PEN 3/4" 510E PLATE 6D=6xO.M0=414' /OD. _ /O it 0./,70 = 490" Z' = 15-qv..5°/%CFO % = 121# Zlroew4"v = 121x. 0.67 CASE /A Z'mr.z = 121 + 8/ 202# -� /5p# CASE B CONSIDER TREAD PLANK DISrRIMM5 APPROX/MA78Y 1/3 OF 300# LOAD W C�5ET BEYOND. 099 � GUSSET BEYO/� ✓ = 3D0# - /00# �iF B 200# c 202# W NO x 3" !'KS FROM HANDRAIL VERTICAL, 19l TO PLANK d r'U TO VERIFY JNI rH BALJ157EA)v RMU/REheNTS.- VERIFY GONNECr/ON TH // BALU57FR LOAD GAL - WOOD Ihm ..Ucr OAK WMEM 41 OFWOOD rev 5P/RAL 65- ctriedrnr%iaw fraiunaX� STAIRWAY +ooNa 'e+yraay�o IOMFOOMLLeoLgLVARD ron 7%/,F/12ON wie -- 240-/4 loom Poomv.BOLLEVwc RANCHOCUCAMON@A.CA917M /,r/, R!►tiCHO CUCANIONGA. CA91730 (90➢)9eP•9De� fAX(90i)90D-01o6 /OP pty�pK. �• C429 959L F/UfC90D).904.6108 TREAD 1?ES/6JV CONS/DER4 TONS /." MAJ IKM MOI-f FOR 7XF-AP OGGURS AT ;va m/TH -=ucw CONCENTRATED LOAD AT cvMoe EDGOF SP/R AT 0 OR Y . (GONT, ON NEXT SHEET.) NANDRA/L S =//' 5=5." DIAMETER I TREAD Pm= OAK mL 42 ac SPIRAL 5TAIRMAY I xsta 35 02 HANDRAIL VERTICAL P.€5,(GN CONS/DERAT/ON5 HANDRAIL 2. FOR # LOAD P AT X NGSEBLOCK 015TRIMIES P/2 TO EACH HANDRAIL VERT/GAL AND HANOR4/4 .VERTICAL AND HANDRAIL D/5TR/BU7E LOAD P, -%L-H THAT ONE TREAD-WPPOR7� 5 Pl1(150N) AND ADJACENT TREADS RESIST P/4 050,J SET PI F4CH. 35.5' MAX. 3. FOR 300# LOAD P AT 0, HANDRAIL 3G1O# VERTICAL AND . HANDRAIL TREAD PLANK P15TRIBt/TE LOAD ' S/.GH THAT EACH TREAD SUPPORTS JAI_, _- = P/2 EACH. 1 I 0165ET <y/g 6R4/N AW" DIAMETER A P=, P/2 al�C BLGI:K WOOD EostneemlO4k lam SPIRAL rNa 43 °F WOOD L1C. sue>Y OAK SIWNa 44OF STAIRWAY 0 m SPIRAL J 4„►„rey�rya�a�py„ ts�hwsvu�+ 5TAbeNAY �� 85-82 16046FOOD- LSOULEVAM ,� THE 'IRON a1�-2-/O-/4• 1o0ADFOGi!&tLeOUIhVAAD ok1s 2-/O-/4 RANCHOCI1cASAONGA C10.91730 W. RAMCHOCUCAMON6A,CA9l7W Fm THE IRON (907 WVQDW FAXC �9n9-ewe SHOP a�sr�er OM969-OW FAxCM93"10e T Ark 5=l/" 5'-5"DIAMETER AT A -cexesev lwfAcnm 5004 V = -ROO# nn SCREW MOLE GK. 1l2 OAK MA rrw = Sm- x FL = 3223 x 475 55C710N A . = 15,304 +� l0,3S0 +F MAem = Sank x Ica OR Fat = /1116 x 625 SEE PREVIOUS 10,350 SHEETS FOR COMPLETE AT SCR,-W HOLE MA = /g./B(ZWA25 DIMENSIONS FOR VA = A x FvA5 = 20.685 x 170/i 5 5 GT/ON5 Bl1T, GK. TOP T/2EAD PLANK TO RESIST SHEAR DYNE TO NO MECHANICAL CONNECTION FROM &55ET TO AVO VA = (6.a/' x /.5%/70 P..5.IA5" /'dw � 3OO# '�d = [.NOOAM-55" - /% 3J/[3 x OAM6 x 70.16,71 0.0m = 2LhJ02 t2MM0 I GQNGLUS/ON, SEC770N ® O.K. W/V/ OAK. I FOR TOTAL TREAD DEFLECTION, SEE FOLLOWING SHEETS, "VERIFY HANDRAIL TO DISTR1,eV7F LOAD. " TREA 5'-//" 3 5=5" DIAMETER AT B /26g �-ca Isor Ac:u1c " 4 V = 3D0� n ii SGRE/N HOLE r //3 U. CK #2 OAK MA mw = 1.026 x 475 JC�G�� = 'a6e.9v s Ag00 ff MA oyx = 7: 77 x 625 /-a AT SCREW HOLE MA = 7.77(2/3JB25 = 4,274'# J 3,g00V VA = (/2.6q'.x 1.5V/70 P.5.1./I.5 = 2/57# � 300# = (30004' - /VIN/[3 x 0.gOE6 x24 /3J GOMGLUS/ON: 5EGT/0) V © O.K. W/ A/ OAK. WOOD � , %m suuc+a bf4K immi . /RM a 5TA/R6VN AY aaeaa 10040FOOMILSOUIEVARD THE IRON om 2-1Q-14 RANCHO CUCAMON86%CA.91730 Y90➢).9WA0l7 FAXGM9W-8lDb SHOP �,K.M✓ TREAD 5=!/" d 51-5" DIAMETER AT C v = 3CO# ., SGRElN HOLE CK. 54 OAK MA =W = /1_S6 x 475 MA errs = 530 x 625 = ABL2"# ) a,26009 5EGT/ON (G, AT 5GREW HOLE M.+ = 5.30MM,025 = 2,9/5"# ) 2,260"# VA = 04.43" x 1.5.J170 P.S I.A5 a,453#) 300# x 0 90E6 x '/0.9/) = 0005 = .2L/3,404 t2L/360 , COAMMON. SECTION @C O.K. W/ #/ OAK. >k FOR TOTAL TREAD DEFLECTION, SEE FOLLOW/NG SHM75, "vER/FY HANDRAIL TO DISMIBME LOAD_" WOOD Z i mma OAK $mom 46 aF SPIRAL STAIRWAY 100R0FOO MLLNOUIEVARD , THE IRON w1a 2-10-/4 RANCHOCMG UCAONOA.91M M09SP-20M FAXOM94"lob srhnT cR�moK:M✓ rREAD 5=//" 51- "DIAMETER CONNECT/ON - 6U55ET TO TREAD PLANK AT A -- Q = 0.6/2" x 1.57A6y5,) / = 76./69 r = 2 x 10625" v = !/5�#/17//5)I Jl78J69 x 2.1251 _/ 4P AT B V = 150# 0 = (a x 1.0625" xa.A0W-53E - 7.64 /=21.25 t=2x1.0625" 111 v = IC50�.6W))/[21.25 x 21251 a6.0 PS 1. N.4. O 404 . SEGT/ON A WOOD Zomboeflum bm wuww OAK &,nT m. 47 w WOOD Znonnringf hm s� OAK MMMn 46 of +e 5P/RAL y SPIRAL a ririslr apt++ 5TA/RAY JwNm85 B2 rvVON~ r�, �a NM �T�/�Y 10DWPOOMLLBOULEVARD -___� yFny /R.LDy •. vm'� 1030FoOnaL.BOULEVARD , THE IRON C G°98"106 �P KM�w � cu our-90M shi2w oa ee TREAD 51-11" d 5=5" DIAMETER CONNECTION - 6U55ET TO TREAD PLANK (CONK) Ar C %/ _ /50# -- = 2J25 Q 0 /.0625" v = li.�v#r4/69/1Jl/0.�� xal�.sl , $EGT/ON G SHEARLOAD - f1M ARYIM - i = /8.25" v�4" va = 27.0 P`S 1. MAX i t Vi a tl1 4 1 Vr = /5.4 x L0625" x /ba5" = a99# 325" 32.25" Vs = - -10 x 1.0625" x 14" = 402# TREAD 5'-//" $ 5''-5" DIAI- T CONNECT/ON - 6J1✓5ET W TREAD PLANK JCONTJ #/D�51N a -AK D = O.190 60 = 114" t 1Z5 /0d = 19O" 2' = 15AI-25n 90.J = /0/0 AT Vi # M.S. = a99/!O/ =195 5AY .3 Arys *!N5=4021101=396-SAY4 #/0 N 6. !N/ 1 1J4" PEN. -9 314" MIN, 5/DE PLATE, 13) No dp M) #/O ip 8" O.G. # 3° OG f 5EE SHEET24 /625" ' L?" .t D� 11 yj; .. MOLE WOOD S11 UM --OAK mrna 4q_ac Ns�erswi +gab 5TA/R AY dwmx Mg-A2 Roil iOMFOaMLL pNQA otARD7.90 FOR THE IRON_.. 2--/O-l4 t.9a7)9'8C-TA87" SPJf(9o9)9998ta6 P ,SMP nK.M./ TREAD 1�ER/FY HANDRAIL TO D/5TR/Q(1TE LOAD LOAD CASE n G12/TlGAL (SEE NEXT 5HEETJ M �M. 75/r /50� 75� ✓ERT. 17-15" 17.95" M = 75# x /7.95W = 6.730# HANDRA/L YERT/GAL HANDRAIL -�- P1B = WOOD i � ,=---OAK -•_rvm5/ op,. amamrare�paw., laWAPD0IMCLL BOiAEVA[tD RANCHO CUCAMONGA, cn 977aa FOR C M989-2 T rAXC9M909106 SHOP oaaor�aar^ ' TREAD HANDRAIL 5GREW--� VERIFY HANDRAIL TO D/S7RIaWf LOAD CONNECT/ON.• BAQ57FR TO HA6I7RA/L T = LSO+ ® 601? TO 66 ° 240 TO.00, OK. 0/0 f s. W/ / /100 PEN /N OAK 47 = 0./90/ D TA/ 6.0 = 4/4° SAY 4L75° (/ //6l 66 ° TO 64° /OD = /.90" 24" TO26° r' = /53+a(/ /25// 40i G05 66 • = 0.41 = e/# cos s6.2 s O.aS Z,a = ffjvpZj/ 5/N6O°=OB7 SIN 66 ° = 0.9/+--coo (W'P GOS 2 x 0 ZSIW 2 aJ 5/NS6. 2 s 0.83 =[,243x4425x9/J/ [K 43 x 4125 x 0.i5.V + (9/ x 083JJ = 24,67%66 + 761 = 1730 .! /50# 44€ (U A/O x INTO HANDRAIL, SEE DETR/L. WOOD � % I �nYfAraA6►�yAillln - ttr�cr OAK SWUMIRAL -- Mtd srAA/RWAY taomtaoonai soutFvatn c4 �r�ccaop�9a¢eioa ate ?-/O-14 —�. w ama�nKM✓ _ THE IRON SHOP 7READ ►DER/FY l+i4NDRA/L TO DISTR/BUTE LOAD ry HANDRAIL 5 nr n.7512i27/6 = 4/7 /M 3 ,l 3/4" /. 1/.7AW*W/L2 = /./7 !N."4 SECT/ON RED OAK OR MIXED OAK OR WH/FE OAK 5EL 5TR Fb = /,ISO z .1.5 _ !,= 725 P.5 4e�7_�q# E = //E6 M-ma 417x /,725 2016"k > 673"0 GNEGK DEFLECTION d = 17517.95J 3012(/./Ebj/./7J = 0.026" COMPARED TO TR_[4D D�FLEGTlON / rRSAPAV -r 178./" t /4.9U/1 = 44.5 d rmPlw = 13n0 5.5x2 PwAmj = 0.05 > 0.026 GONGLUS/ON• HANDRAIL 15 �F/G/ENTL Y R/6(� TO '/QUTE LOAD PER TREAD DES/GN GONg/DER4O/5T�TONS WOOD ne1 , O' E,r aaxnrarii a�u l0M FCCMJ BOULEVA O RANOM WCAMONQ4G917M 7READ EONS/DER 77READ PLANK TO R -516r ALL 7FN514.W OF T1rcEAD, e wo0cr OAK w,m .52 SPlRd/ W.dY �aa A5-62 rc�n TRIE IRON wt& 2`-/.O�-/4�.' tv `�� o�erK �• w' 5 -//0 MAX DIAMETER ?BR GK PLANK $ ffqMSFT as M AT n n A NOTEA, NOA25 BELOW M540 52 PLANK. NO TL=N5/ON RE515MP 0 n A5 GOM1-4 P05%TE SECTION !N 6`I 0 0.925 INCHES. gT T = G = 5,775#/3.7/ ft = I,395�/16�8� at / 36l _ 142 P.5./. s 475 P.5.4 #2 fc = I,39ShW625 x 2 x 4.074 = 161 PM4 Ic 625P.5 4 Fe j 800 P.S.P. rem G • WOOD Im agar OAK swum 53 CF TA/ rA Rai im� 82 85- armrti�s�r�Fe�i>ii+aaln „5RNUIY 171MOFOCDMLBOUlEVARD i0X ME IRON an 2-/O-/4 0/1SVCH0CUCJ�MONHA,G97iED �' t9LP)9ewAe7 FNtl9aD)9es�ina SHOP usmmrrC� TREAD CK TREAD PL W AT AVD ,1wNTJ OK. PLANK AT n A = (axl.Al-/f5.S6xO.OA2)-0x1437V =12.00-0.4/0-4.3/3 = 7277 & = /,395/7.277 = M2 P.S./, t 47-5 WOOD Knatmeerfam fta. cLma7roMA�iiriarii.�q�r� 10MD F0071W. DC"A FAM RANCHO CUGMOFIGA, (90D9G 9173D (909)9�87 FA7G9aP•8706 oc, T/ON 8 SUB]= OAK MMTMI M OF- 5P/R4L 5TA/RWAY Jc§m ME" sm THE IRON wE .2-/0-14 SHOP ams�®brKM� w• TREAD GK PLANK COMPRESS/ON A r r = c = 1395# A=2.00x444175=5.00 Fe = 1,39515 = 279 t 625 d2 OAK GU55ET GOMPRE55ION A r n SEE Pwvla 5 SHEET, MO AT ®. USE- #2 OAK FOR 7READ PLANK d HLO PER PLAN d SEGr/0)V,0MEVAT/ON ON PRE✓14XS SHEET d 77•I/S SHEET. WOOD � D� soar OAK vwm 54 OF 5SN96L maw 85 62 4,—WJ%e y I VA-v, MM F007M L BOU1EYA7� ran THE IRON R;,Pim COCANION6977�D W. t90919719.2087 FA%�)9�69-e106 _ SHOP pEgy�pK/7+• 7READ 5'--//" d 5=S"DIAMETER GK. PLAW AT n -v Tio� = 0.59 x /.5 x M2 = 170# I-V = 38 P5./. c /70 P.5 /. Q GK PLANK ® n Tao = r = /,895d F@ I,395d/�3.75 x 44375 x 2i = 129 P.S./. V'I70 Pa5.l. O.K. WOOD Enowftrina bm eamwr��nri w dn�m�eeyawn 10040 FOO MLL OOLUMAM RANpiOS�JG47AONfdq, G91TJO (9W)9894067 FAXf9091989•l706 N07� 5EE 5=//" D/AME11�R FOR.ApD/TIDN.�L DETAIL FOR CALC44AWN5 PLAN iL6BS OAK a�r►ra 55 aF 5P/ A4 57AIAWAY "a 195-82 icn THE IRON am 2-/O-/4 $=5" DIAMETER 71?ff,IV7 PL.r4N 5'-5- D/AMF7jR 77W40 / .//2" = A.0' WOOD idd swat OAK „ mm 57 oF— WOOD + �. mm �y Zvi 'm.�y 5P/RAL 5�4/RW.4Y 85-6�xernr . 5P/RAL 5TA 100aDFOO11ilL Aft THE IRON a,E 240-/4 Iman womiui eouttvnrto Q040FOOTHILLBaUDFpARD are THE /F20N RANCHOCUCAMON6A.CA917� t9m9a9-40B7 FAx(909)9FA- m SHOP 6yKM/�'w' 1909) 7�FNC(9p9)�9e9e100 FM SHOP nK1r1/ - TREAD 5 -5' DIAMETER TROD 5 =5" DIAMETER 6.560" RECESS N� p TREAD 0 O PLANK u1 T EAP ZLEV 770N NOTES SEE 5'--//" DIAMETER FOR ADD/T/ONAL DETA/L FOR CALCULA77ON5_ WOOD Eno_ , Inc. t>mrn.nr� �aryn 1DD40 F 00FHLL BOULEVARD . RANCHO CUCAMONGA. CA91730 MM989-MV FA)CMM9We106 75" AEB 55Lon i i R2.405" x ///6" RECE55 IrrR4�" �I 02.44" \ n 5`--5" D/fiM&-7 2 5 T' TRFAD / //2" = /=0" aue�cr. OAK sra.5oo- 5P/RAL 57A/RWAY germ 85-82 THE IRON Oh1� 2-/O L4 SHOP oFsearcLrr/� w. 4 -1/" DIAMETER 67 �� R30 U2" MAX ti ' R2925" MAX TREAD PLAN 4=11"D/AMEMW Ti'?F,AD / //2" = /'-0' 65'COMPARI-90N TO 5=//" DIAMETER DES/6N, THE FOUONIN6 17EMS ARE LE59 GRIT/CAL OR THE SAME, TREAD PLANK NG'SE BLOCK NG5E BLOCK CONNECTION 61J55ET CONNECTIDN - GU55ET TO TREAD PLANK TREAD PLANK AT HUB TREAD PLANK AND 6wAffT AT HUB GK. HANDRAIL ANO 7fWAO nS- -C770N d ► ,d = l3GOi525 - U' Ll�'o.9oF6/445 x 2 0WA051 xEsa/•HnNaeNG c+K GONGLUS/ON- 51-11".DIAMETER ANALY5/$ 15 54.775FACTORY FOR 515" DIAMETER, 5EE SHEET 57 FOR 64155ET D1M5V510NS. WOOD X"gjnen%M& LM w.+acr OAK caumrerwhffiy SPIRAL 5TA/RWAY Sao: 65-82 Gnxs�iArgFnAYO.MpGr[it 101WIFOO HUBOWtVARD ,� THE IRON ° -40-/4 RANCHO CUCAMONGA. CA 91730 yV (9M 9ti9. M FAX (909) 9F19.8106 .SHOP pyK ' TREAD 4 -11" DIAMETER 5.0/0" 27./25"AT //.42 "AT x 00625" SECTION A 5ECTION 5 RECESS 7.322" AT 5EGTYON G C 6/ TjpEAD 63 65 I I l `� I GU5.5ET � N05E BLOCK I SEGT/ON PROPERTIES /NCREASE 6EOMETR/GALL Y. FORGES INCREASE ON 2.`14" 5TRA/6HT L/NE I I / Lf " = P-0, WOOD Opp.61-� 5QAAL �f MO' d1KWOOD.FAd-- 6 Opp, war OAKsmum 62 OF!Mum s 5TA/RA%42' ma' 5rAIRMAY �1n 85-82 4>�aYl�gil�r� ]UMFOOIFOLLSOUIEVARD wE 9i3=/2 1000 oOULEVA+9-15-/2 RANCHO UF)0iTHE / nFOR fi�a cv 98P= i - PX(vo99oa SHOP amm®aK.M./ 7R HAO y, 4 =1/" /AMETEK 5EG r/ON A 1 5.622" G326` h x 0.664` 1 0.664"it 0 y� X----- TREAD SEGT/ON AT POLE �27./25" Fi?OM_ EOG.�! t H ) E WOODMoStnearlM On& muv SPIRAL �b STAIRWAY J0°N° 85�,82 LOmMahlfA WflirAiltrA�r, 1OWF0004 LDOU"ARD THE IRON a� 9:l3-/2 RANCHO CUCAMONGA. CA9173D , MS0989-MV - FAXMM989-8106 SHOP TREAD SEGT/DN n Y 4'-11" DIAMETER x TiQE.4D 5Ecrlcw A le, 41-11" DIAMEMR --------------KEG/OHS--_----__----__-------- Area: /5566 Per/meter: 3/.745 �und/ng box: X.- �B/! -- 2011 Y 3.342 -- 2283 Gentroid: X: 0.000 ; Y- 10.OG0 Moments of l7ertl7. X. 46.200 Y. /9.674 phoat ct of /nertla: AM O.ODD Radll of gyration: X, 1.722 ; y :- /.123 Pr/nc/pa/ moments End X Ydlrectlons about centro/d: b 19.674 along [O.=W-/.ODD1 J• 46.200 a/cng [/.D00 004nol L6E- SEG r/479V PROPERr%E5 A=15-W6 / = 46200 5roP = 46.200/2283 = 2024 -,O?X = 462001.3.342 - 13A2 WDOD Zngbm*dbo& ltm OAK mwmL 64 OF 5r/RWA mew 6--92 LtoCafWt8lMi�+i/�Q� IOMFO07HU BMINVARD FOR7HE IRON nm 9-13-i2 _ Mor"7W ShbP w arK.M/ TREAD 4-11" D/AMEMOR c-cr%ON /GON0 ------------------=-- REG/OJVS---------------------- Area: A777 Perimeter:. _-Iq j5a nd4v bom X- 53/0 -- 5-4kw Y: 4855 -- 0.651 centro/d: X. 0.0D0 ; Yr D.OGO Moments of Inertla. X • 6.732 ; Y- 152 /87 Product of Tnertor XY- 0.000 Radii of gy-at/on- X. 0.675 ; Y:. 3,209 Frkwlpa/ moments and X: Y dmsctions about centroid- /r 6.73.2 a/ong 1/.000 0.0001 J, 152.167 along [0.000 /.0001 S-AC T/ON PROP ERr/E5 A = 14.78 ! = 6.75 5roP = 6. MIM951 = 7.4/ 5B7rf. = 6.73//.855 = 3.d3 TREAD 5E6rION 0.42" FROM EDGE) WOOD Ems_ , Tua tbrmroi �ae1n 100�. W O1NLL BOIA.ENAR© RANC1�0 CIOMMONGA, CA91M TREAD sac/ON (cl X— r I 11,947° 5.973" i 5974" iI owl& 65 OFWOOD X. - I a -- -- =— OAK SHIEr„a 66 OF jow 05n 2 SP/RAL B5 B2 STAIRN(AY J0°'Q WE 2--/O-/4 l��y6�� 71NF !P/7N GTf cuC!�1VpNGA.CA91790 —ram. W. oI>a��rKM a9os<i9e9�,Ion7 FATZ(90�9TYa0T06 SHOP .,.K.M/ 4 -11" O/Ahe7ER TREAD SEC7 70H (7.32" FROM EDGE,! 4„ . OAK omm 67 oP nwlv6r� irA/RWAY rlAwrrl�►�opa�, 2—/O—/4 RAt� � VANO so w1I n7 ff IRON CA 9�8902 FAX(904l909.81M SHOP w• o®sx®er TREAD *-./I" O/AMETER SECTIONSnpGno T/2EA0 PLANK 2- _ _ \ CHECK TREAD TO ACT AS PLANK rO SPAN 11" FROM NOSE BLOCK TO 6/6656.r DES/MN 4::;ONSIPERA770N5 4 //8 ° 1 /. 30O# /5 V157RILZ/TED OVER / TREAD PLANK BY 2-m rAcr10N. .2. 4 MOB jPV/DTH /N/LL 12/5TR/BUTE 5EC77ON D . LOAD -'q.FF/O/EN77-Y TO CONSIDER 6" WIDTH FOR PLANK SPAN. CHE6K4 //B"/N/OTH TOO/9TR1BU7E# 3OO# OVER = 15.8 #%/N. M = 15.B(B.5% 2/2 = 571 V 0.776 MA as = 0, 776 x 4150 = 017210.) MA •a = 0.776 x BOO = 62/10 > 572 4 c 6.5" 2 0.5" 5F�77ON F 7REAO 4'-1l"O/AME7FR sEcT/ON p /cONr1 --------------__--,eE�/aNs------- ----- ---------- Araa, 14.952 P©r/metert- 50269 Bpvnd/ng iwx: X--5,170 -- 5.974 ; Y- -1.4-43 -- 0.692 cantrotd• X, 0000 ; Y, .O.000 Momants of Inertla! X, 3.571 ; Y, 1-75.273 Pro4LWt of /nert/a, XY- 47.000 Radll of gyrpt/an, X, O 489 Y 3.6.14 lift/pal momant5 and X-Y direct/olxs a PVVt Centr'o/d, b A571 along 11.000 0.0001 J, 1115276 a/ang f0.000 /.000J T SECTION PROPERrIE5 A = 14.,75 /=3.57 SMP=3.57/0.692=5.16 $B7X = 35711.433 = 249 WOAD EDiOn!!rlom hm 9ALn OAK alMA 66 OF a�aleplMrip 5P/RAL m'N�' STAIRWAY Mnxo. 85-82 �,tmi�I,Y�C1oItilmiM�i�yp TOOWFOCTNILIAOULWARD 77/E •/170N Pert 2-14744 t9ov9a9�m�9e9Teim ran SHOP 77RSA 4 -11" DIAMETER TREAD PLANK st.-ay J GHEGK GROSS 6RA/N BENMAIS TO D/5TR/ 30O#'OVER NO F = /OO# (EGA 1VALENT LOAD FROM 0 I /9" OF UN/FORM LOAD% /" 2° ry M = 100# .ae P /OO +� 5 = lq??.06257"V6 = 3.57 fb -0/waav rcnc mn�L = Fv/6 _ 70/6 = 28.33 P.5 /. MA Sr 357 x 229.33 = /0/ "# A 100 # d " CHECK 6"WIDE PLANK TO $PAN.//" M=300#x//74=B250 ° S = 67/.0625 2/6 = /.129 / = 6 71.062SV 3/I2 - 0.600 C& cow¢✓.---_ MA _ /,/2N x 000 x /.0 VA = (/.0625"x6V70)A5 /,S0# }lgptt = 7230 a I50# Ian /tom ht` k pac�l c. r = 0.0/5 L,7/4-eL15W ME— / I//6 " NO. 2 OAK MXD, At RED, RED, OR JoWI . WODD S sv�� , hm anmroorf awr 1W4DFOaMLt t30UtVARD RAII=HOCUCAMONGA CA9179Q TREAD OAK swwm61 OF— SP/RA/_. -- STAIRK 4 t' i01a 85-62 wa _ THE IRON op 4 =!/' DIAMETER NOSE BLOCK 0.00"x /.0625" 300# t P = 30O# In Mwuc = ZgWOVI.86,)/4 = 89/'# VMAJC = 800# A = 3.00" x /.0625' = A/95Q/N. MA = 056 x,/50 x 1.5 x /•O =g661W.'%8glV ✓A = 5,110700.5 = 362# � ,3p0# CFii h _� ry o .00 d = l�oa(iiea J'�1 /!4e x i IE6 x o.30� = 0.032' = L/374 l L/360 USE.• 3" x / JAd "NET 55. OAK. NOSE B L.00K GONNEGr/ON' SEE SHEET 4a WOOD 811e, Wc, awr�r_ 10M FOOTHILL BOULEVARD ra � RANCHO G/G4NION6A. CA 977yl0 (9 ;r'P 2A67 R-X 09) 909 010t1 TREAD . VE6168 CONSIDFRAT/ON5 !. MAXIMUM MOMENT FOR TREAD OCCURS AT HUB 1'V1774 3Cto# CO/Y WWRA7FD LOAD AT t71JT5fpE EDGE O/= SPIRAL Ar X OR UY O�J CONT. ON NEXT SHEET. 6U55ET -/ HANORA/L VS ?9.5°MAX. 1" 1 1 I I 6U55ET HUB 5.75" DIAMETER &W"M yo ios►n. 8.5—�� o®mmmr�' 4 -/1" DIAMETER WOOD Mogbiesduffi to& maw eA ptorN1 ZoF.—.— WOOD 1W. seers — OAK mwm 72 w_ SP/RAL —1RAL 85-92 5TA1R"AY +�� 85 82 ma 1 STAIRWA=m. Y -IOMFOOMLLSOMWAM ME IRON °"n tao®weReut�outtvgRD RANCtOCU AMCNQW.CA917t0 �; w• RA loomfOCA ILLBOU MA91�90 we THE IRON t!DU919 07 - FAXf909)9d901g6 SHOP oe mKM✓ (9�909�07 . FAXt90919890tt>bDOME,mK,M�-'' w HANDRAIL VERTICAL 516N CONSIDERAT/O Z. FOR LOAD P H ANDR4/L AT X NOSE BLOCK 4 7/5TRIZVMS� P/2 TO EACH HANDRAIL VERTICAL AND' HANDRAIL :VERT/GAL ANO HANDRAIL D/5TR/ VW L0AP f VeH mAr oNE TREAD SUPPORTS P/2 (d5O#i'AND ADJACENT TREADS RESIST P14 j'75#i G!/55ET p EACH. 3. r-OR,,6000 LOAD P A r HANDRAIL VERTICAL AND HANDRAIL D/57RILME LOAD 5(XH 77HAT EACH TREAD 5U1999R75 P/2 (/So#J EACH. N05E BLOCK TREAD 4 -11" DIAMETER AT A '_ ✓. +cnuc 5r 62' M = 300#(2415' - _ O SW "# V = 300# q r j CK. #2 OAK MA nxi, = Srrp x Pt = 2024 x 475 sFcWN 1/`1) MA arm = Sear x Fc OR Fat, = 13.62 x 625 SEE PRE1//QyfS a—cw °# SHEETS. FOR � COMPLETE A SGREIN HOLE MA = imo2(2/3)/,000/- DIMENSIONS = 9,213 # -� 6,55I0W or, FOR VA = A x FP.45 = 15.506 x /70/1.5 5 T/ONS =1,766#.�300# Mr,, CAC TOP 7?WA17 PLANK rO RESIST SHEAR DUE TO NO MECHAN/CAL CONNECT/ON FROM 6dI55ET TO me VA = 0.62" x 40625VI70 = 677# > 3000 • WOOD =,M=20.6 DM tooaoFoonwieou�vnan RIWCHO OUCAMONGA, G917'30 i CiDV)9A9-4D67 F/VC[904i9a9•eloa suu= OAK Dmm 73 aF gP/RAL WOAD 'f Dom. sues3cr OAK 74 5TA/RlN4Y enrr� 57`A/RGVAY rpi THE IRON � 2-/D-/4 ImatLeo»vq�o yam- 2-/O-!4 5f;40P -�.w. wwcrloc�►c_uRo1�A G9nao �- THE IRON uesnnerKM✓ .9892067 FAR(M9W4106 - 5� o�IDmKM w 'iD 4 =//" D/AMETEK Ara �-cause% rsa•wGru+� M = 300Ar/1.4" - I) V = 3Oo# n n SGREN HOLE CK, #/ OAK MA rvp = 7 1/ x 500 SFGT/ON (B� = 3,955"# A-A120"# MA mm = 3.63 x A25 = 2,995"# � 3,/20"f+' �o✓aeakaarls K7tNLtYI50� fiAe Syr AT 5cREYV HOLE MA = 36J1325 `L�. miso+�Acns+c VA = 110.62' x 1.0625I170 P.SLL45 = %279#) 3D0# GONGLUS/ON.• SECTION O O.K W1 �/ OAK WOOD � Lte. Qmn�frlAresegvAisnta�ri 1MM FOOMLLSOULEVA RD C90D196V40B�G9� O6 77?EAD swat OAK shwrn. 75 oF_ SPIRAL STAIRWAY jam FOM THE IRON 0"6 CONNECTION - after TO 7R?E40PLANK AT A 92 = 45.622" x 1.06.25W.752 J = /0.47 1 = 4620 t = 2 x 406250 x 2.1251 a 60P5/ AT a V = 1..,00 Q = (2 x 1.06250 x %644J/.o33 = 3.61 /=6.73 t = 2 x /.0625" = 2/25" v = liso+�36UI /!6.73 x 2.l2sJ 379 P51. 4 -/I" D%AW R 5.622" _ N,,A. Y =ry /.0625" 5EGTlON A .,t /.0625" 5EG770N 8 TREAD 4=//" D/AME7ER AT c __-- -GaMSSv_ LW- 95" u1 M =-gO6W7.32" - _ /,896 V = 300# 5GREW HOLE //3 n Gx #/ OAK SEGT/G/V G MA ra" = 5./6 x.500 = .2 MA eras = 2.49 x 025 = 2,0541# ,% /,896IW .ss AT SCREW HOLE MA �- WOO m va• AcnuL VA = (11.95" x 40625 J170 P.5J.//.5 GONGL/l510N• 5EGT/ON © or, n1 s.s. OAK. GK ZMOLP OEFLEGTION d HANDRAIL 015TR1BVnoN 1Au6 >r (462 + a57)/2 = 24.9 0.90E6 x 24.91 ALSO, 0.026 FOR HANDRAIL. SEE SHEET 49, 5/. VERIFY HANDRAIL TO D/5TR/6UTE LOAD Cda4LU5/ON• TREAD PER SAT/SFAGTORY FOR 4 -1/" DIA1.1' WOOD. lac. mmr+a+ TOM FOODaL SOW"AM R/Sl�p•iD CUCAIYiONGA, G91730 cvov�9a9aaas rntcc�9e¢aloe sue= OAK vwm 76 OF 5P/RA 5TA/RWAY -ft 85 B2 IOII THE IRON uugE 2 /O-/4 -- SHOP�Kay�. w. TREAD 41-11" O/AMErER CONNECT/ON - 6L55Er TO TREAD PLANK (GONTJ AT. C ral t 2 x /.0625" --' -- = 2./25" N O /.0625 N " 0 Y = !/SO+a(2.U33JJ/13.57 x 2L25J S��ON G SHEAR LOAD 4 MM.ARY P.* = 16.0 P.S./. Y2 = 40.2 P..S.l. MAX. Vi /f 0 x 10625" x 1%2" V2 = 402 x 1.0625"x /1.4" WoosE J rM suu= OAK mm m. 77 op_ d.»nravfmMr+i+etlsvcbtn laoaoFoolriu eou vnac 'CHOOUG4MOfdOV�.Qg9173O (90719s9-79e7 - F1JC19Gi)9D9•1106 imw we-2ntO•-14 STPY We-THE IRON _ 5HOPoEs7at®n' TREAD 4 -1/"DIAMETER CONNECT%ON - GUSSET TO TREAD., -LANK (GONTJ CK. #6 /N OAK/N OAK Z 2' = 94(0:86A.3BJ = 60# A.T Vi i W5 = 250/60 = 4 3 SAY 5 AT Vs +� M.S. = 407/60 = B / 5AY 8 �€ #6 AS. W/ 7/0" PEN, d 5/8" MIN. SIDE PLATE 3" O.C. t I I/2" O.C. t 15.2" i 12" t SEE SHEET 60 I ! FOR &a -T 1 ( 2 2 D/MEN5/ON5. 3/B" MAX. HOLE � WOODE OAK am» 7q OF— S�RI� imm 65-82 arm,rrarastiw.rrR�iepvar�u io=Focm*LLsouLeVAM w� THE IRON mn 2-1d-/4 =9 *",O 7 Mor9=. Shk2P ofterK �. w' TREAD 4':I/"DIAMEMW CK_ TREAD PLANK A r hZO (COAIW CK.. PLANK AT n A = (6.75 x 1.062W - 45.0/ x 0.0625) - r3 x 10625J 7.I72-0,363-5.I88 = 3.62 Ft = 1.250/3.62 = 345 P.5/ c 475 P.5.1. OX 6.75" IL -516 rioN a WOOD Ejag, j swag OAK sx�aa 78 +++Baor>Mrir SPIRAL trvarsrDy 5TA/R Y Dana B9 an►�.orarmeyra�to 700WFOOn*LBOULFVARO THE IRON RANCFi0Ot1CgMONG�q,CA977� � ��. W. (V09j9 /7 F717CB0➢>.919-0706 SHOP �SY& - 714p 2.83" e` 4=J1" DIAMETER GK. TREAD PLANK AT HUB CONSIDER TREAD PLANK TO RE5/5T ALL TENSION n - - - t OF TRF_AD. M = I-SCW2175" - IV 'k = 4,275"# 5.81" x 0.06?.5" RECE55 CK. PLANK J 6U55ET ® HUB AT (A NO NA, 1.221 BELOW TREAD PLANK, NO TENSION RESISTED N A5 COMPOSITE SECTION /N �I 1221 INCHES. T = C - 4,275#/3.42 aons�-� Ft = 1,250#/(5.62 x I.00J = 222 P.5l. c 475 P,S./, 02 ov Fc = 1,250/(J.0625 x 3.342 x 2J _ 176 P.5 /. C 625 P5.J. Fc { 000 P.5.F. Feu Wow zoloncermo, Ina. IDOM FOOTHI LBOULEVAM 190DJ r-HO C7 A9dCa77 06 T -. e sung OAK swm. 80w SPIRAL 5TA/RWAY"o• 85 82 Fa7 THE IRON SHOP 0 m wa� TREAD 4 =1I " DIAMETER K, PLANK AT n TRe. = 0.45 x 1.0625 x 345 = 1650 Ya = 165iW.B3 x 1.0625) = 55 P.S.I. t /70 ,-S L K CK PLANK ® D $ � Ta©= r = 1,250# T/D = /,25D#/(3.02 x /,0D x 2✓ = 207 P.S./. t /70 P.5.1. cv. GK RECES5 CaJ = (0O625J/.aYBooJ = 50#AN, v 0..47" = 80#//N 50 +- YOJ 6-ov --► CDJ VR' _ ✓D f VOJ = (3.02 x LO x 2 x /70j SEG r/ON A A 41CsOx5.8/1 4027# . 291= PLAN woos �. °rata�en 1C WMOV7�RANCH0 OM 98Pa W FAX OM 9Wala6 a6�sr 0AK amm 6/ _ SPIRAL STA&MAY inn% 85 d2 raR. THE /RDN wic 2--/Df4 9DP nmmso�rKM��. W. 7READ G/; PLANK GOMPRE55/ON AT T=G=/,2sev A = -2.89.ir 400 = 2AO 434 ! 625 #1 OAK GUSSET COMPRESS/ON AT [ F) SEE PREV70U5 SHEET, HUB AT O 55E, #2 OAK FOR 7READ PLANK AND HUB PER PLAN AND SECTION/ ELEVATION ON PREvla$ SHEET AND ON 77-1/5 SHEET. WOOD Et�et�, ia� An�rdvs�ew yv�. ereava�prr IUM FOCM L 6ott1EVARD RA "HOCIJC.AINON6A,CA91TJa 10o9j9a9 e7 FAX(90;AOlet06 4=//" O/AMETLER t i sow DAK,,, STA Wr Y THE IRON SHOP a9armer�'��' LAND/NG (2 SIDE SUPPORT) GK_ B"x / //2" SOAK PLANK A=Bx/.5-L2 5 = A'(/V42)/6 - -50 /=A.5)6)//2=2.25 MA = 3.0 x /,/50 = 3,4"V t 353 . -�-2,4031# VA = A2 x /70)/!.5 = /,360# 449 300# DIAMETER __,-Lr ACMU A >•4 = [-"A ((2.671 4)1,7281I fAOf(o 9F_+6)2.2W = 0.019Y° = L/1,719 r L/360 __--47'AVM A os _ Zak-r-W 67)'3)/ 7.WjI 46(0.9E6)2.2-IYW16)J 0.07 = 1/473 r L/360 {! / 112" 5.5. OAK LANDING PLANK �- LAND/N6 PLANK 1 I I LAND/N6 64.55ET SIMILAR 7`0 TREAD I GU55,ET _ 37.GtD" L.r4ND/NG SECTION & WOOD im wwwr MWNM A2 5P� lam F0o"QLLeoglJVARp WE 2--/O-J4 raft THE IRON RANCHOcUCMK*M3A.'CA9lM cva9ioevaces FAXcga9s9elva �„®,,K.M/ 5/;+OP LAND/N6 (2 SIDE SUPPORT) 5 -/J"MAX.. D/AMETEK AL T_ CIRCULAR LAND/NG - FLANKFAGE� t . TREAD yfGRAIN i _ _ al \ I -7i� R3.25" 11 I ri/_ ��• PLANK � I R4.00" A R4.DO" lY4LK 60° CAND/NG UNDER LANO/NG PLANK 83 EDGE 1-6" + = 50 F-9F. LANDING PLAN [K 8" W/OTH PLANK M=33((1671�1)/5=353 =2403 R = (267%?,)33 = 44# R = 300# MAX. WOOa ft-Ift Im sns, OAK SHW,a 64 a �� RAL 57ARWA7- ia+aa B=t� IUMFooltiaLDOLL6YAM RANoto cx�motuoA, oa, 91saa RM ME IRON (9a4J9eD�1DB% FAXt�W1989-0t06 _ SHOP cros„®mrK.M/ LAND/(C- (2 SIDE SUPPORT) LANDING GU55ET t P.5.F W = J3.5y1)//3 P.L.F. _ mw Rm4x = /32# 95, N1= 0.J283//98)3S(J2) _ /,p67 # 66# /31# r--! --77>- j ---j- Rim I tl FACE / f 7.22"GOVOWS/7E I I �•�6R�4JNL -- I `l p $EGT/DN J+PIB BELOW t� /// �: �• I � G/6SE'T RB-26 0.0625" _._ R4.00". ..._ "'Impy SRaryees�rr�rpy!io haul AifppL�uDo 10110POOTHUSCULEVARa RANCHO CUCAMONCA. CA91730 l9ov� 98aaneT FAtc c9os> voaalad am OAK 5P/�Qsl/ a mmm 65 oF_ J0°Pn _ a 2-10-14 w, waa�erG. WCHM $ Iaa 10040FOO wsLOCKNEv� fLATiC`.FfOCtICAM01�1®A.CA9t730 lsov� sas�2ae7 sAxConP! 969 81oe OAK o 6 OF ,Masao 85 B2 m 2r/O-/4 n K. w L STAIRWAY SrA Y Fm THE IRON wU M6/RON SHOP _ P LANpIN6 (2 5/0E ttf/FMVRTJ 5=//" J 5=5" DIAMETER LAND/N6 GUSSET (,ONT,) OAK GO /rg 115IM/LAR TO TREAD AT SECTION G - ME OJVLY ONE I/55"RW - A=24.8412&a' w=I2.42 7"AcMAL--, "--eclsaw. QV+ T, Amw 2.0 x I.0625 = 2./3 (AT CENTER r�IPPORT, PLANK ONL YJ 5ra- - 1158/2 ow..ir• Era = -5 79 722" Sans = 5.3012 &ME'75 = 2.65 COMPRESS/ON / = 10,Q12 6 wT9 = 5.46 ~ -N-- 1 TO GRAN GONSERV. MA mp = 5.79 x 800 ` MABrx =2.65x 675 , _ /,786"N /,067°# TENS/ON A T 5CREJN HOLE MA = 2.65(aWaoo 44/3"# A 1,067"# VA = /70 x.2I-W-5 24/# --% IWO d =[O.O/3GY/48J((3SJ'3%(I,728JJ%[0.9E6 x 5.46J /_p625" x / 1/2" M/N 6/155ET 5.5. OAK, SAME AS TREAD FOR 5 =//" p/AMETEK 5 i SAME A :TREAD 6U55Er WODD angboMIG& IgM aursr OAK om B7 OF_ .9Aoarepr�mjr SPIRAL nwar� , STAIRWAY �Fo-BS;B2 !�,�raipiF�lsnawvF lttoao Poonat eorty trAan THE /RDN RANCNO:QICMRONOA:6n917M MR �OD)98�?m7 5Ncl9no799�ei0e HOP oFammrerK'� LANDING /7 SIDE gMgRTJ 5-J/" h/AX DIAMETER EASE A 2 T 2 2 -8".it PLANK SPANfe PLANK FERP.- TO T, WALK-GWDER SIDE NO RIM L4NDlNG PLAN G�4SEf4 FLANK® n OR n L _2��" . SAME A5 B° PLANK AT 2 SIDE SwPORT. USE: / I/2" 5.5. OAK LANDING PLANK LAND/N6 (? 5/DE 5//PPORTJ RIM AT TREAD SIDE ED6E L=3/' W = 0.63(50J = 42 P.L.F. BY /NSPEC770M 300# LOAD MORE CR/T/GAL. M = 300(3/J/214 = 2,740"# 5=l/" D/AMETEK 65# 1(tJ / = 42 1 t L/IV/FORM LOAD R = 300# MAX TRY / /A6"x 3 I/2" 5_S. OAK 300# A = /.0625" x 3.5" = 5.72 S = (/.0625° - 0.375)(3s""?.J%6 POlNTLOAD • n h MA = 140 x I,/50 x 15 = 2,642"# 2,790 # 5a ovER o.K rompmlrF �TTM MOT CaV5/OERED D.375" d = l30pa 3,/ x 12lW1f48 x LIE6 x 9BOJ / ar6" = 0.06" = L/46S t Lf360 CHIDING RIM FiF/ //I6"x 3 112" 5.5. OAK RIM WOOD Zq9MmrJngj Inc. Nam OAK Marra 66.CF SPIRAL 57A/RWA),' i0 W 0 82 L6rl�aVf/A�aY�gyyr IMWFOCMaLBOUWVARD ron THE IRON RANCHOCUGwxxa.&CA9170D (,909j9A9-?Def7 �utc9osi9�-etoe SHOP LAND/!J6 (/ 5/DF SUPPORT) 5-/<" O/AMETEK CASE A R/M ArXI), 2 , -1 3 (GRIT./ FOR DEFLECT/ON, CONS/DER RIM /5 FIXED AT Ri, BY' 1.50 INCH DECKIN6 CONrft=S ,oVFR RIM. P = /50# MEAP LOAD SNARE 12CM6ERV_ ADJACENT TREAD5 WILL RESIST /75# OF 300+� /25# ACTIIALJ 3 (3.I/2J(40 + /OJ = 76 P.L.F. 1..5, 16' ea u✓. ACnAL La+v.M nvAeruwn-1 1, PEaa� = 1.6' x 78 P.L.A. _ 1259 < /50#-60V. Ra R� Rd _ [/--0(!3v, 05 = 310# /.O' I.O' I.1' Ra _ !/SOlr6JY/s = I6o# 5d/M = 160 + /SO - 3/O = O. 3I, J/50 x l.6112 = 2000V V • w = /5D i GK. 10625" x 3.52S.S. OAK 0.375° NOT GRIT. A = /.0625' x 3.5" = 3.72 FOR SHEAR OR 5 = ACIA25 - 0.375J(3.5) :216 = 440 DEFLECTION / = W&2-"-V 3/L2 = 3.60 ' MA = 440 x /,/50 x /.S s�A L 475# 241.5 # > .WBo' (/25/I50 RA = j 72 x /70J/7.5 = 422# o /50# d = ll5q'(/.6J'�JG72a1/I3(i/ 3. , > hnO.25" x 3.50" S.S. OAK RIM. PMA7- nl WOOD Bnone, Luc. CEmalrevin`r� 1000DF0048U,BOU"ARD RANCHO CUCAMONf:/1. CA91730 QPOP M-Q087 - FAXCM989-8106 aarev OAK sxarno �� SPIRAL 5TA/ tN I' seer%--_B5-B2 om 22-/O-/4 oaiarEcrr WOOD EaLtueshm b„ Qru�.brasaMln 10000 FOORIfHJ.eouL6VAav RAN�f0CUOAMONCA. CA9iMl (9M 989 =7 - PAX MP) 969-8106 ..Iwr dAK eIMM 50 of SPIRAL 67AMM41e' wrr MEIRON Oe E SHOP ,osa®aK.MJ�.w. LANDIAI6 (/ 510E SUPPORT) 5=//"D/ANJFTER LANp/N6 (I 5%DF .,er-'lFi oR CASE A 265E A PLANK-WPPORT/N6 RIM 6055aE'T. )-MORI7N6 PLANK FOR DEP4EiG714ON CONSIDER PLANK FIXED AT CENTER Puy = 3./ x 51 x 50 = 4B0# ..1'' !)-PORT DUE TO 2-AA I- ACrION AND R/G/PITY OF DECK. P = 510# M = 3/0 x /5 x /2 = 5-rW'# V = eWw GK L2' x /.50" 5 5 OAK A = /2 x /50 _ /&o 5 = 12((I.SJ"',2J/6 = 4- 50 =5W 14A=4.50x1,150x/2 =6,2/0#>5-560# VA _ (IB,d x /70)//.5 -2040# � 310# 3/O# 60M 29J# 16, E0�4D� �- ecr�+o�zan•rocnr = 0097"= 2L/370 t2L/360 /15E L?"x /5d"5.5 OAKPLANK. WOOD FAshmerins inc. wear OAK ai&TNe, V OF amrnrsevtirrre# 5P/RAL nYN�aaY' _ STAJRIAVAF lava B5-B2 LtnrniRuiv1Ar61r+wA�ll;Ci W n THE 100ADP0011p11�ULE1/ARD am_ 2-10-14 RAi�HO c�caMONaA.cA 917so �„ IRON c9oP�9a9�e7 Pwcc9agiva9aio6 SHOP e,eyKM 'w' 4ANVIN45A 51DE aUPPORT) 5 1" DIAMETER CASE A 0,55Hr S) -PORT/NG PLANK (GONTJ CK. /.50' x 5S0" 55 OAK /GONT� 14A = 5.67x 1,150 x /.4 = 7ZWO"# VA = [(2/3 /7Cf'/5 x'3.A"5155)'2J = 241# AY -Ao0 CONSIDER 15" PLANK COMPOSITE W/TH 6VS-=E7 VA = 4213)/70(/5 x 5oX5d17 0)"2 = 434#, 3000 VA AM _ (24l f d = [6GV(4..�8J �//,72BJJ/[43//JE6J20.BJ h 0 �1 rr / CY 415E 15" x 550" 5.5. OAK GUSSET W/50REW AT 35" END TO A55/5T 5HEAR. P = 60/#+—GOV. R = 3CS0# M = 400/(4.-W.%2/4 = 7049 V 5=1I" DIAMETER 60/# 3Gf0 3� Min- = 3nox L? 3,6009 ,r 3,743"# (/.0625" x 35' RIM AT Ql ) GK /50" x 5.50' 5.5 OAK A = /.5 x 5.5 = B25 5 = AS - 0.375J((5.5i-�V/6 5.67 �-.»ce,�nrcarr. u ul HOLE 12" 6U55ET A ul"nZoalmaterifthm " T014< SPIRAL momrna 92 oF �► BS-82 5TA/RhAr' ChnnaonW fAror�etvgtcyq� 1CMFOO1MLI =0EVAMP aee —'W 14 � T}/E IRON C90 �989�07�F%1XC909)�9mR8100 e®or�srK/h1�J�" w. 5f10P LAND/N& (/ 510E, d/PPORTJ 51-/1'MAX, DIAMETER GASF B _ , 2'-,8" f � 2 R/M PLANK i PER- TO TREAD_y_� RIM 6 r ov"� ' II - - RIM ' - o I r ' LAND/Ncy ----- WALK -UNDER A SIDE MO RIM LAND[NG PLAN 445E3 PLANK ® n OR 3 0 /" - �f L 5A'ME-A5.6''P4ANK-AT2 5 T. 4991 / 112" 5.5. OAK LANDI WOOD $ es+irya 591/IZst/ ys, 5TA/RNG4Y taoaoroattoiieowEvvnaD RANCHO CUCAMONGA, CA 91730 Fall IRON (900969- M FNC(9D➢'190"106 SHOP LAND/N6 // 510E SUPPORT) CASE B RIM Ar / ), 2 , d n 2. GRIT) W ► _ (3//Z030) = 76 1 P.L.F. Prmv. = /.6 x 78 =, 1250f /50# BY COMPAR/50N TO CASE A L/NE /& LINE (2) /S LE55 CRITICAL. �E-- /.0625" X 35" 5.5. OAK. PLANK `.UPROR7W6, RIM BY 60MPARI50N TO CASE A, PLANK /S LE55 CRITICAL. Ugffi- L - x /.50" 5.$ OAK PLANK GUSsEr SUPPORr1Nl PLANK BY COMPARISON TO CASE A, 64155ET LOADING /5 LESS CRITICAL. ggn GU55Er SAME A5 CASE A. wwr a 93 or.- 5 DIAMETER WOOD EnanceduS Inc. > OAK s�rea q5 ov- BmM►s6p�1 5P/RAL /RN.4Y Jw85--82 GsnraYsw�ArfifKAtly�a 5TA laoaoFarnntLBOU EVAW R>w THE IRON wE . 2-10-14 IM 9avafleM 9&91atoe SHOP oamm&rK.M./�' WOOD Zoomftft& D� swgr OAK =wmm 94 C* rAIR A7' SA/RNi4Y 10umuovnuLtaoi AM ran THE IRON 0 RMCHO WIM t9ac9i�' "Mb SHOP o mKM w. LANDING f2 510E .ate• UPPORV AL CIRCULAR 1AND/N6— TREAD 510E EDGE R2.875� B dS.B/' RECE�'55 R .575" FA LAND/N6 PL,4NK Lf1 =(40+10% 4'-/!" MAX.. DIAMETER -- - ter-----� r t _ / t --- Im PLANK � GRAIN J r x PLANK, 4 - R4.00" r. `LANDING IYALK N 2'-D" FINDER FOIE Lr AVING PLAN GK L2" N/DTH PLANK A:T EDGE Lecas� = 2=0' t CON5ERV. it1 = (/2A2,150 = 50 P.L.F. OR P = 300# M = 3GY�(2.OJ/2/4 R = aO%2fS0 = 50# R = 300# MAX WOOD t iIk`. am= OAK mmrm 96 a . aowt+.r.ray 5TAlRWAY SPIRAL —�5-82 Q�YafYlllrStieYVAf�7p�r IOMIOOTHUBOUlEVARd RANCHO CIJCApQONrq, CA47790 mR TXE rAa919e9acar FAxQ>o9�ga slog SHOP "K.M✓ LANDlNI (2 S/OE SUPPORT) 41-//" MAX DIAMETER LANDING (2 5/DE SUPPORT) GK. 12' x 1 /A6 " 55. OAK PLANK LAND/NG 6U55Er A = L2 x 4OA25 = 4?.75 5 = 12((/.I2II = 226 (V r = I g 40 t / _ /2((/ 0625JJ//2 = 1.20 MA = 226 x /,/50 x /2 = 3,//B V s 30OW N = (3DY2J92 P.L.F. _ /38# /,BOO"# Rruk = 92#. VA = (12.75 x /70,IA5 = 1445# ,% 50# 3047# d r.- = [_"5)((2.0..9^W,724j/13B4 7.1B J1.20j = O.O/" = L,2400 f L/360 d ol. = l•�((?.OJ'�i/,72BjJ�4B(!:/Efif/.ZOj =0.066=L1367fL,I 4'rl€ 11116 "5.5. OAK LAND/N6 PLANK LANDlN6 PLANK ICI i a p LANDING GU55El' n1 SIMILAR TO TREAD GrJ�'SET L MPIN6 SECTION P = /II M = O./2B3(/3BJ3.�LZj = 638'� 7. RIM TREAD 510EE A R2.B75" HUB BELON _ _�91.56 "_• R3.26"x 0.0625' RECESS 4'-1I" DIAMETER I ' 30' 46# e/2# . an. PLANK � i. ' ul GU55ET qJ U WALK I UNDER EDIE 3/ WOOD z Igo Ira artways+Mesrrp - W 1004DROWOLLUCK LEVARD RANCHO CUCAMONGA. CA 9173D (913" 969.70W FAX (90,'l/ 99"106 anetiT- ya-AK- amu ` 7 cf_ WOOD F In& am= OAK mum qs OF iaNa-6,� - Mi4t�nr 5P/R.4L 5TA/R/1+AY fLnaiaw��wrnwlavd _ 5TA/RMAY 2-/0-44 2-/O-l4 wn THE'IRON 01� 1amDFooliau spuLEVARD THE IRON OpF . 5H o�„®srKM,L� cv. (9o9�9e s �yovj�9 g�at�ob SHOP -� w LAND/N6 (2 5/DE.r P ORTJ 4=//"DIAMETER LAND/N6 6U55ET (CONT) K. I.0625" x I.OEr25° .5 OAK wmpnslm (5/M/LAR TO TREAD AT SECTION G 3UT ONLY OAE 6U55ETJ A = /4.95/2 6U55E75 = Z46 /- BM A20 x 1.0625 = 2./3 (AT CEMIER Si/Pf ,, PLANK ONL Y> 5.98" Srow = ..1612 &,55E75 = 258 Sarm = 2.4,12 dmsce79 = /.25 GONIPRE55/DN = 1 TO GRAIN h / = 357/2 6fWB75 = 171 GONSERV. `p �.eaAeiv-� I p MA 7VP _ .2-'W x BC0 _ 2064 # > 638 +F MA emc = 425 x 675 7EN5I01V = 84410! 638V h O.I9O" SCREW VA = /70 x 2.I3/I5 HOLE NEGL/BLE 0 - 24I# A 420 1.0625" d = [OO/30(I38>(!3.0> 3l(/.728>J/l0.9E6 x /.79J 40625" x /.0625" M1K 6kwL-T 55 OAK SAME AS TREAD FOR 4 =//" DIAMETER 5GREW SAME A5 TREAD 6VS-,% WOOD amua, OAK aWIM qq OF- .5>hserreyr» LSP/RaI >fa 57A/RNAY JmNm LLr/�nlvA�rrinnlrl�ts�YY jc 10MFOO11 UDOULEVARD 7XIE IRON "it ICNO GICAA90N6A. CA 91730 --7- {909j 9s9-?m7 FA1c(9D➢� 9�e9 b1m "g .K MZ- . w. LANDING (/ 5/DE AEmRTI 4 =/1" MAX: DIAMETER CA5E A / 2[ 2-O"f PLANK SPAN R/M ry PAGE 6R4/N,Z _ RIM RIM WALK -UNDER SIDE. NO RIM "s I LA V IN6 PLAN CASE 4 PLANK ® ri OR SAME A5 /2° PLANK AT 2 SIDE SUPPORT. I I//6" 5.5. OAK LANDIN6 PLANK, l BVr / //2° RAWZ;'. FOR CANrIl-FV R LAND/NG .(2 5/DE SUPI�'ORT> 4 =//" D/AMEi w R/MAT TREAD - AGE 49# =0.7.9VO)=3BP.L.F. i AW INSPECTION, 300# LOAD MORE CRITICAL. 2.58' M = 30Of25W1214 = 2,322V UN/f01RM LOAD i i � Z- 300# MY' ////6"x3'5S O K A = 1.06250x 3.0° = AN 5 = (7.0625° - 0-975"j(30''Z16 = 1.00 POINT LO/�D MA = 403 x U-11V x L5 m _ 777 # ( 2,,322 0 3/11; OVER Ater a //1"'R/Mswe As 5=a" 3/B" d = [300#(25B x L2> 3J/[46 x /./Ed x2391 / /A6° = 0.07° = 4/439 c L.1560 LAl1�/IY6 RIM --E• /.L46"x3112"5-A 0,W R/M, WOOD rmmgtneerin& Im -w= OAK SPIRAL amla /00 OF mrerrrsy A"ae"oa a+mrlw#��reamv�lvu� j""m B5-02 5TA/R^4 °1� 2 /O-/4 1000FCXMILLBOUMVARp RANCHO CUCAMONGA. CA91730 MR THE IRON M"969-ma FPXM "9-0?a& LAND/N6 A 5/DE rWPP47RTJ CASE A R/MAT , 2 , d 3 11 / /y FOR DEFLEC77ON CONSIDER RIM /5 MXV AT R, BY L 06 25 INCH DECKING: CONT/N5 0VER.R/M. P /50# TREAD LOAD -,WAR-,- ?'CON5ER.V Apj4CENT TREAD !N/LL RE5/5T /75# OF 300#: /754VACTT/AL) W i _ 42oWN0 + /0> = 65 P.Z.F. CMWW... Aalwe, LA4P 19 rRl4AW: R-/ P6acv✓. _ 43 x 65 /500 Ri = [Ia01�26>J�3 = 5f00# 0.8' /.1RI[O' 0.6' SUM = /50 + /5J - 300 = O Q 2.6' M • w = [/rr•O x 4-712 = -7,340"# 41 V w ow = /50 WHAT f n CK 40625"x 3.0" 55. OAK A = L0625" x AO' = 3./9 5 103 / = /.062 OJ 3//2 = 239 MA = /.03 x /,/50 x /.5 �� = 1,77/# f 2,3400# .smOKW RA = (319 x /70J//,5 'A55-"' /5'L 13' = 362# > 150# y, /L`5 /.0625" x 350' S5 CK. 12" x 10625" 55. OAK A = /2 x /.0625' = 12.75 S = /1((/.0625)?J/6 = -226 / _ /2((iobasJ"3l/ra = 1.20 WOOD E 6M a�.,�, OAK , /Si m,F WOOD I- Ina A.�. OAK MUrM /02 ms Sr A/RN �w B5-&2 ST.4/R1 100mFCCR►fllL 90ULENAQD aAnmcl+ocax�.vu4on�A cAvrr�o +� THE/RON oaE 2-10-1`/ ZOOM FOGYM LBMLFVARD �fAY arts cvov� a� vsv an - rrut.cvovlvav etoa 5//OP KM W. w+mvcrcmrAnnoNc�A Lvov/ vePaae�c't9o7) 9eaetoe SHOP w` o�aEamK LANDINS, /y 5/DE g/PPORTJ L4Ae7lM v // 5/DE SLPPORTJ CA5E A CASE A PLANK a ORT/N6 RIM GdJ5SET ar!lPPORT/N6 PLANK FOR DEFLECT/ON, CONS/DER PLANK FIXED AT CENTER Puy = 2.6..Y 26 x W = 3 5�'/PPORT z*ff TO 21NAY'AGT/ON Amp R/6/D/TY OF DECK. P = Sop# M=-400xUx12= 4,655+0 V = 300# 600# 3OO# � 71, L�G7hPr N.G. /S" DECK O.K. PER 3,//B'W 4,655"# ■ 5 =//" MAX. LAM WC, VA = A2.75 x /7oJ//5 = 1,445# A z0 �- ccxxaa�a�-.ponr G = l3orrt'(r.3131r, za81 /!3t /E6Ji�zo//aJJ O./7•" = 2LAB0 2L /360 N.G. 15" DECK O.K. LSE.• I2" X /50" S.S. OAK PLANK. . WOOD ees�ia0i Lac. ert�yawn looaa FG07MLL03W AZ RANCHO ClIG4MON6A, OA'017�0 l9OD) 989•?>bT FiU4(90'➢)989 r m OAK OWN% /03 OF_ SPIRAL 5LAX—ft4Y man THE IRON 5HOP omerm,mKM w' LANDING 0 SIDE S 9=pl5RV 4'=/1"DIAMETER CA5E A GL55ET aPPORT/NG PLANK (CONTJ CK. 150" x 4�.S" S a OAK /GONTJ MA = 4.01 x 1,I50 x /.4 = 6,456 6,624'w ssGv6axox VA = (MMI70(iS x _500014.62W^21= 215# a 36V# GUNS -/DER IS" PLANK xa- Pw o /TEW/TT,m F xT VA = /2�l/70(/5 x 451(4S/6./25J"2 = 413# A 3CU# VA AVVK = (2/5 + 4/3l/1 = 3/4# •.) 3Gb# mA A _ [600Y368J 3(1,72BiJ/j46(1.A5VL2.371 ' � >.5" X 4,625" 5.5. OAK GUSSET W/SCREWATao,END TO A55/5T SHEAR• P = 6D0# dipV. R = 3G1p# M = "60q'368:112/4 = 6�4 V 4 P DIAMETER 6Ct7# 3B# 3� 300 M•tr = 300Xa = 2,400'o t.2,743"# (70625" x 3.0" R/M AT O/ CK. 1-50' x 4.625" S S 0AK A-1.5x4.625 = 6 94 WOOD E� D� I90D) � CA994 - LANDIAL-, 0 5/DE AJ MWV CASE B O, flu t;�� HotE tSUS ET A BUB ► OAK mmmo 104 OF SM STAIRWAY Jft"cx 85 82 mm m, _ THE IRON � 2-/0-144 4t-/1" MAX. D/AMETEK 2 •o" f r � SPAN rz 3. ----- °LAAGC__y EGRA/N ----- eFAva'c-- I ---_ -- RIM �Grl55ET I 4 W�4LK-d/NDER 2 SIDE. NO RIM Q —60" LANDING L.•4ND/NG "Low C 5EB PLANK ®(4� oR 3 opy, SAME.45 /2" PLANK AT 2 T. USE / 1116" 5.5. OAK LAND - EiiJT / 1/2"Rroz, FoR CANTILEVER WOOD g, Lam. , - OAK „W,U /os OF— iVOOD % � oAKcw— sst� i + 57A/RMAr 5P/R4L SrA/RlNAY aan oata►nnotK(9M9vnao tCHOCU AAAONG CA91 csovivev2oe� FAncvo��vetoe mn THE iRON P a� w 1vsArewnrttx�tw�n t000FOOnALBOtAWA� . nAn locuCArrlatw�, raa9, wn THE /RlUN o cEaa¢e�mKMJ t9ovlseo-MZ Fatcc sa�etoe SHOP oea muK.M✓� w LAND/1V6 A SIDE SUPPORT) CASE 0 R,MATI / l_(tl. d l�)it2i GR/rj /500 OY COMPARISON TO CASE A LINE . l ) L/NE © is LESS CRIT/CAL. ate.- /.0625"x3.S0"S.S.OAK. PLANK =` ORAV& RIM BY COMPARISON r0 CASE A, FLAW /S LESS CR/T/GAL USE, /2" x /.50" 5.5. OAK PLANK ' 6J/55ET SUPP}7RTlN6 PLANK BY GOMPARISON TO CASE A, 6U5SET LOAD/N6 .IS LE55 CRITICAL !(`SE 6155Er --AME AS C.45E A. WOOD Enowmutna mac. Sam. tooaoPoot�u.eou�vAan — RANCHOt�1CAt tCA.G4178D F°"— (9o9)9'O'D�4D67 Ff1X t'Do�198, IIto6 — LAND/N6 (2 SIDE SVOPORV eG0VN5C r/ON 4 -11 "DIAMETER OAK„ /07 OF— SPIRA4. STA/RNAY J01 H01 5 2 THE IRON aatc --7-JO-14 5=/l" d 5-5"D/AMETEK d 4 -//" D/AMETEK RIM TO FLOOR (GONr) 5E 0.) #12 x 3"DNS 44) EACH RIM EGH/ALLY SPACED, PENETR4 T/ON /N N.F. / 112" OR 1 6U55Er TO 11UB PALNK A V = 66# 1 I CONSIDER 64,55Er ATTACHED I i I I 6(U55Ef TO PLANK FOR —4ZJPF4oRT. OR R/M #/O x 3" Ns. OR #6 x 3" N.S. f�J6 #/OP = /25" N = 243 #//N. rAmw = 243 x US = 304# ,> 66#OAK 46P = -0.675" 1N = 176 #AAI 7AUcw = 176 x O.OV = /54# 66# SSE (7NO x 3" NS 6U55ET TO PLANK Ar HUB N/ / //4' PEN OR #6 x 3" NJ 1W 7/B" PEN. R/M .TO HUB V = 300# #/O x 3" N.S. #dP = oe75• (2) #6 rv�w = /54# X 2 = 3oa# � 300# LAND1YV6 42 S/DE SUPPORT) 5=1/" d 5=5" DJs�hfETEle GONNECr/ONS ®k d 4-1/" DIAMETER R%M TO LAND/N6 6&SSET tij LAND/N6 CK (2) #/D x 2 1/2" 0 - O /90) PLANK 60 = L14 SAY / //,0 670 VA = 2 x 67 = 134# /32# / //4" MlN. USJ (2)Nox-71%2'fivS.1N/ / .//4" PENETRATION. ED16E LOCK B RIM TO PLANK NOMINAL CONNECT/ON /NO UPL/FT) 0625. /12" USE, #10 x 3" AS. & 6"O.C. W / 1/4" MIN. 1NT0 /S" PLANK $ 716" INTO 1.06250 PLANK. RIM rO 'FLOOR V = 132#12.25' = 59 P.L,.F. OR V = 0=50 P.S.F. CK. #12 x 3" 65. /N 41= /b = 0216 J PEN. = 3" - 10625" - 0..5" _ /.44" SA L375" (1316V ,> Z' = 116411375/2.16) = 750 5PA4'-1N6 = 75/75 = /.O OR /2' O.C. OR (4) PER 37" S/DE WOOD SO, s+n,ar OAKS ' SPIRAL >Are'e STAIRNAY �aMo B5-B2 t►fere>r�reaaparpr — tooa MOVilUBOUlfiVARD THE JRON m�mK.M/ LAN0/N6 (1 SIDE SUPPORT) GONNEGT/ON5 LAV Akr, 6&55ET r0 RIM !j = 3 ,o# 5 //` GOY. RIM GK (4) NO x.2 //2" (O - O/90) P = 444' c9l/55Ei 6,0 = 414 SAY` / MD' 10V = L170 2' = I53(1.444A0JO.B3 = 96# VA. = 4 x 96 = 3B4# 300# //5E• (4) NO x 2 112" N.S. N/ / 7/16' PENETRAT/ON. PLANK RIM TO PLANK T = -1000 h1AX #10 W.S. /N OAK �/O yET 1300# P = 125" t N = 243 #/" A2r-1 TA = 243 x 1-75 = 304# > 300# f S-5" DIAMETER d 4- /1 " DIAMETER L4 ✓ . (U olo x 3" N.S,, RJM r0 PLANK AT.I> D N( I / J/4' PEN OR (?) #6 x 30N.5. `V 7/B" PEN bull lb bM -Ligcr OAK umm 10q C,— WOOD $all!� euss2t OAK arm /!D OF e�' SPIRAL STAIR WAY 'O8"° 85-82 57A/RWAY '°°'n 85-82 soom.FoamasLBannevARn sznno cuGnaowow CA917�D ran THE IRON r� TOM FOOTHYALBOUlEVARp .. THE am t9aD>91 7 FAXl9W19698106 SNOP --�. w a �K.M/ RM1CH0 cucAMolvsA cays7sa (90p)S FirA7Cl90D)9"P,71-, ran [RQN SHOP p �yKM • w. L UMN5 H SIDE Sf.9nPORV CONNECT%ONS RIM TO FLOOR V = 132#1225' = 5q P.L.F. OR V = r3Y2)5O P.5.F. = 75 P.L.F. 6R V = 30O# AT CORNER OR V = 3C10# UPLJFT/2.5' = 120 P.L F 5 -J/" d 5=5° D/AMETEK d 4 1-1/° DIAMETER CK. #12x3" NO, /NM.F (D= 0216> 6A - L30" /OD = 2.10" 5xv PEN = 3" - 40625' - 0.5" SPAC/N5 = 75/120 = 0.63 OR 8" O.C. OR (5i PER 37" SIDE iW AV A ArCOMER VA = 4 x 75 = 3O0# 30ro# (,I/ N2.x 3" AS, (5) AWALL Y SPACED I /4f NEAR GUS5Er CORNER, / 3/6"PENETRATION IN H.F. WOOD E D� Ilpq faDO1F#U. BOULEVARD RANczio cucAmorroA, cAv17aB OM E anBr - Fan Cvc� vagaroa SUR= OAK I sxfftuo /// oF- -r7P�AL raaa 8 STAIRWAY fd2LUl-N DE5lGN OAD5 �— 4TG tlLR�. Prtax c.c. _ /(4o7r-v?J/4J/.2sJ = 3q,27p? 2BJ a = 0.4244E OR 02=V &0 P6 Meux - 19.63D 2 r //O/4O)3ga7D"? ?9.4W^2 p o�rnrKM��. w' 5=//'MAX DIAMETER rrcr_ r i -� uz' VIAM 571_7 A if /,5q /N 2 5 = /O/ /N ^3 r - D 95 hr Ax = 12.00' CON5/p1 w OAK Mara TO RE5/5r Ax/AL LOAD AAO STEEL P/PE TO RESIST eemima ® A a 5M2' MAga - 4./7(3-7 - = 06.5'# fb = M-117?%//.O/ _ IOa6 KS.L Fdw = M" /.rib 5 - Fy Z/1L67 x /.631 _ 05,000 x 2.10 .722 = 219 /6.K5e% f /026 K.S./. /LCeAL &CAC /Nt6 NOT GR177CAL, GOMPAGr 5EC7TON 2ee�o.I90 = /5/ rloo7 x29E6J LAND/N5 // S/AE SUPPORT) CONNECTIONS 64WET TO HLO V = 3C10# CO115/0ER .01155ET ATTACKED Ta PLANK FOR : tIPPORT. S=!/ ° d 5 =5" DIAMETER d 4'-/J"A/AMETEK PLANK #/O x 3" N!S. OR /2) #6 x 3" N5. OR R/M #10P = /..25" N = .243 #4)V h71B TwuaN = 243 x 1.25 = 3O4# � 300# J�K #bP = 075" W = 176 #//N. TAuaw = 4V/76 .r'r 0.875 300# > 3OO# LsE, AV 0/0 x 3" W.S., dU55fr TO PLANK AT MUG. R%M TO Aya V=-4 C NO x 3" N.S. OR irb x 3° W5. #/OP = 125" rAUaw = 304# > 300# r tuo v = 154 x 2 = 3O8# > 3000 WOOD Eo11Alcummomov nea�io� inu 1oM FOOTHQL BOULEVARD CWVIv iOa0.2CI -�Fw1c�M9e9v1.eiob su,ar OAK amm 112aF— SRlR.AL STAIRWAY "am A57n62 ran THE IRON one COLUMN OE5/5N TRY PIPE 2 112" 01AM. 5m. (CONr,) VAM = 0#.r/A5/JMV Vee a O.Bq//N No = 6WV g2)"2/4) x /00 x /.Z5 = 3449 5 =11" MAX DIAMETER w - 0.3q//3440,%W = 112 P.L.F.SAY 15 P.L. V - e?ZW/5 = 90# M = W2�; = 270W OR 3,240V fbw=.3.240110I = 3.2! EQ. = 9O# GONIB/NED 2 + D + E eac�nuc naweo z cs1 UABAL. = 99# rl XW M257ED BY OAK bUV 00a8 f 32U/28.16 - 0.48 If LO r90A00GT/ON WE d 0774 P=M/H+V=665/8.75= 99+90= /8qK (6f #/? x 3"W5 / a/6" M/N PEN /N NF /221 W =6x114x/3.75= 94/0.$/Bq# d a x zz = /f39p 45E: PIPE-2 !/2" 5TANDARO A.S.T.hI A53 GRADE B Fy = 95640 P5a/. OR H. 75"g ZO" A5O0 GRADE B i .5. TOP Ati0 60rrOM OR # I NOTEe LANDINS RIMCONNECfkXR4�-ejW /4) PAIN SIDE OR #'IV ON ONE 5/pE WOOD IM& ssm= OAK amp, //3 cf— WOOD �f �p sung OAK PWM 114 a cbn+,waaa+sooq�, - 5TA/Rl�IrAY msxo .�5-82a 5P/RAL 5TA/RWAY +ooNo —b5-B2 E004DCHO FOOCUC MONGILL CA 91 RANCHO C7 Q90 roG1 - THE IRON lam 2'!O-!4 t� �� Ey� THp IRON - FA (90�9e9-zoeT 5A7c (90�98D eto6 ) 98"10 _ SHOP W. o�4cNFntr rL._��._ RANCHO CUCAMCNGA.'CA917J0 MM9889MV - Rwtl9M9W4Ioe MR COLUMN DES/614 5 -1/" MAX. 0/AMETER GK. OAK MO FOR COLUMN AXIAL LOAO (57EEL GGLOW RE515T5 BEAfD/NG) Prt = ((40 + /O) gr (593) _ /, 726# A = [w75.75 -V/4J 25.917 - 6.78 PA = Al /41 x 6.25 = //,994# � 1726# lJ5 _ 5 314" VIA. M/N. A2 OAK HUB $V2 151/6"MAC HOLE. 5.75" WOOD EftinsegIng, % =w= OAK wisp, /15 cr— mu maohmm 5P/RAL FMNANVSTAIRWAY 4" re wA w w&"v~ 10DWFOOtHILLSOULEVARD RANcxccx> noHOA ca9t7ao Fm ME IRON w. �W)989,7DE7 FiAX ('D1»489e106 SHOP bFHN�OrK �. BEAR/N6 PLATE (GONTJ 5�//" MAX O/AMETEK BEARING PLATE (GONT,) M-ATE GONIUEGT/ON "— sEEcotu+xo�enr. :K. (4) #42 x 3" W 5 / 5%A" M/N IN HF Z' = 75# (5EE LANO/NG CONNECTION% VA = 4,x 750 = 3000 A /8q# 91/1" 0/A. x //4" BEARING PLATE (A36 57EW FOR ALL 5TA/R D/A. ANO ONE 5TOR) I N1 (4) #12 x 3" W.5. OR EQUAL TO FLOOR 522T/N6 OE516N Pr = /,WV SOIL BEARING NET = /,BOO - /SO = /.1" P.SF CK /6" 5a J'A = L33 x /.33 x 19W = 2-3A93 -� 1,7/q# USE. 16 " 50, x L2" DEEP FOOTING FOR 5 -11 " MAX / STORYSTA/R l,= P.SF. -SOIL- COLUMN DE516N 5--11"MAX. O/AMETER BEARING FLA TE Ci = (q5 - 288)/2 = 3.31' A=9ID2/4=70.8 M = 034)2/2) PIA M = 5.478 PIA "0 2112"D1A COL. 0� = 2 7I8" Aq-5',01A. 5'--11" D/A. N195" D/A. P = ((40 f /0V9.0 214)/.25 _ (50 x 3./4(5.172J 2/4)1.25 = /, 7/q# A = 9l (D 2/14/= 70.8 (NOT CRI77CAL FOR 554MMS \\ ON h11�pD OR GONGRFIF) J I3/ GK 114" PLATE 5 = /(025 2)/6 = 0.0104 IN. 3 Z = /21025J 2/4 = 00/56 Mn = .96,000 x 0.0156 = 562"# -62 # O.K. MA = Mn / (2b = 562//67 = 337 +x /3/"# (14rR Eb1770N1 MA Snn = O.O/04(O. 75x36,000) = 2.01 V ., /3/ 0 (q7N EDlT10N/ WOOD EnglundaW, jmm. a»nrnarlitr�� eutolotwyr 10070 FOOM61 BOULEVARD RANCHO CUCAMONGA,CA 917W MM 9W2007 FAX L909) 969.8106 sus, OAK MUM 1/6 OF- SP/RAL 57A/RWAY jwln 85 B2 wx THE IRON SHOP nmc�narK/y�=. w. HANDRAIL GHK. RAIL TO 0/STR/BUTS 2Opn TO 4 BALLUSTERS M = �(20O/4j(9lJ f �(200/4J(!8 t 9iJ �, GK OAK HANDRA/L 55 OAK 5=2(1.7V)216=1.021 MA=/.02Ix/,/50x1.5 = 1,761W ;�:r 1800"00 113 INCREASE NOT USED AAD 2Z OVER O.,C POR770N OF 2000 LOAD pvu BE 77P.4Na-'ERRED 1NT0 AXIAL LOAD MRO kSV CIRCULAR TENSION. / 314" x 2" 55 OAK HANDRAIL. gal. PLAN WOOD Engtae Ina mrr�ri�y+Q+a+ 100O FGOTIi LBOULEVARD RANCHO C1ICAMONOA. CA 97730 009)�S9 20D7 FAX MM 909-8106 aaECT- OAK sWarHa /!7 �_ WOOD al ,t % El-gcT OAK &MM I/B _ 5P/RAL �„y�y�p 5P/f?AL OF- 5 J01N°—�S=B� r. aoaeo. BS 82 2-/O-/4 aaaacretn STA/RNAY FOR THE /f20N DM 100CFOOTHILL BOULEVARD FORw IRON oa1E 5HOP vmrm,rK.M./i w' MZML2 aRANCHO �FAXCM9°av 106 SHOP —� w c®a�marK.M./ HANDRAIL BALUSTER AAT TREAD TO TREAD SECT/ON nA 55 OAK L.R.F.D. PER 20W N.D.S. L.R.F,D. LOAD CA5E5 BALUSTER - A = OB OR5ORv A' _ /.O fY//2D + I.ON + L + 0.$2r OR 5 OR f BY COMPAR/-550N, A = Q B PW.64 /5 t CRITICAL LOAD COMBINATION ,0 2136# M = L6 x 50# x 3B" = 3,040 V = L6 x 2B8 = 461# TREAD 238� F- ED.G! BAW57FR Fb' _ �c»zJcr(CcJGF(GFu)Gi(GrIKF(¢JA = i/ScYro)�o� oJrs�:OJ/a�i./sJ2 s4(oe5Jo.50 = 3426 P� i = 17G9'I.OJ/� OJ2.8B�0.75J0.80 = 294 P.S./. 5 = A75(/.75 2)J/6 = 0.640 A = 1.75 x 4 75 = 3.06 MA = 0.693 x 3,426 = 3,059'# 3,040' OK VA = 3.06 x294/1.5 = 600# ,� 46/# O.K FOR O - BO, SEE NEXT SHEET. WOOD llustnearin& Dom. wuw _OAK WWl. //9 OF— �ab'�' S7:4/RNAY ,be"o. $5 82 IRAL Qh17r�e Vi ArifIY�E W V� 1MMMO119LLBOULEVARD THE IRON RANCHO CUGMONGA. CA 917M.. FMo6�eD6►KM-/.� w. C9M989-D67 FAX(90D M"106 5610P HANDRAIL 50# BALU5TER CONNECTION ® BOTTOM C=235.# T = 28B# T GK #12 W/ 2" PEN. /D = 0.2/6 J G 6D s /,SO BALU57ER Z' _ /92(2/2./6) 5/DE 6f2AlN � I t�'(�� 7B = /# FJV 6RA/N: � I 1 Z'ZW DRAIN = /70 x 0.67 l/9 2 NGSE BL OGK Z'TOTAL = /75 , IN 2" = 2417# >2BB# 3/¢" M/N SIDE TY!? 4/2 x 3" BI 4LI/57B;F GONNFG77ON USE.• 5,4L457FR CONNECT/ON A5 -,WVM /N DETAIL M/ (4) #12 x 3" fX5 N/ 2" PEA! $ 3/4" MINA 5/0E MEMBER. (2) FOP $ 12) BrM.. fIAAVRAIL BAL145TERAr TREAD TO TREAD IGONTJ / SECTION l 01 5.5 OAK L� R 2012 N.0,5 TREAD LOAD CASE, 5AME A5 SECT/ON if M= 1.6x50x14 = /,120V ------ 50# ------ , , m F6' = 0,426. Fv' = 2,14 PSI. TREAD 5 = 1.25((I25)2)/6 = 0326 ✓� T'1ON A A = I.25 x 1.25 = 1.56 MA = 0-326 x 3,426 VA = 1S6- = 306# 50# -i-- EDGE GF 7RE40 --/ 55C77ON B OAK SEG770N 0 AT B077"OM AND l 1/4" x I //4" AT BO /4" FROM TOP (/3" ON PLAN.. WOOD EugWmrlsi& Inc. OAK 94WNM 120 of ar»,inv� urv+ 5TA/RAW into 85-Q2 10040FOOTH11LBOUtEVAkD THE IRON nuE RANCHO CUCAMONGA. CA 917M FOR �' . w. C90D)989•I67 - FAXOM98"106 SHOP vo twff K.MJ HANDRAIL SALL157ER CONNECTION ® 7YJP V = -1,0# MAX CK. AW N.5, fN/ LIM PEN. IN OAK 40 = O_190"J 60 = 1.14 5A71 / //B" /0V = /.CIO' HANDRAIL Z'r.K = /53(/.L25// 901083 75# ! A9# #/Ox2" L6E #/O f115. tY/ / //B" PEN. / //8" PEN. TOENAIL BALLSMR WOOD — IM L70JR7 QAK www 121 a�— WOOD Sn amar OAK a�sw 2 nwxe e>margaf mrnvAn�n SPIRAL STAIRWAY imm 5-82 ,Lie. SPIRAL 55 AIRWAY 05-82 1ooaFooneueou�vA1� R14NC}IDCIICAMONGq,CA9179D >dl THE IRON ""� 2-Is2-l:�— Ane, IOMFooFHUBC WARD . RANCHOCUv`Mr1pNQA,CA9l7SD ME IRON cvogl9ewaoe� Rnxcvw�9bsaloa SHOP W. nterK c9o9�9a9sne� rr+uccvovl9saalos FOII SHOP tu. omrr®wIKM✓� KANORA/L GK .BAL!/S7ER FOR24"# VERT 50# BY GOMPAR/SON TO LA7Z,RAL LOAD, P - 50# P=50# L = 3B" Q®= 0.8x3B = 30.4 A = L25 x /25 - /.5b ta/G = 30AW 25 = 24.3 A = SO//.56 = 32 PS. /. NOT GRIT/GAL ALSO, INTERME!?/ATE BALUSTERS WILL RESIST VER77GAL LOAD. GONGL/JS/O Laf BALV57ER PER 772EAO TO rREAO LA7M"L DE5/6/Y. WOOD 'ti Lie. q>7xNrtirl =OerlO F OTWLL aDU"" ARD 'RANC HO CIICAMONGA.CA9i73D 989:4Le7 FA1C140919E9-0106' HANDRAIL /N7ERMEO/A7F BALUSTER L = 36" MAX. P = 50# ON ONE S.F. P/�iLGCSTTL�RR = 5')/3 /7# R = 9# OR /7# MAX, M = /7(36J/4 = /5311# GK. 55 OAK Fb = 4/50 x /5 = 1,530 P5./. Awrzw GK 7/B" SQ. S = O.B7�0.875J 1/6 GK. / ///6"O/AM. 5 = 0.7MW/_06251-Wl6 = 0.Ile . 0./00 7/6"M/N. 5-,WARE OR / 1/16" M/N. ROU/1ND S.5 OAK dp 4'O.C. 1N7FiRMEbIA7E I / BALUS72R5 r OAK swra 123 op— WOOD EnLineednl& Lie. OAK mw,m /24 Qp SPIRAL STAIRWAY a---o-'-82 5TAIRHAY 85-62 THE IRON spas 2-10ow-/4 loFoo eo� A 2-10-14 wx . W. RANMO CUCAMONGA. CA 917W w� THE IRON SHOP omm�mK. 19m9b"De7 FAXOM989-e106 SHOP commmyK. HANVR4/L GONAlEGT/ON - /NTERMEDIA7FBAL46TER V = /7# AMX. GK #/d INS W/M/N_ PF_N. IN OAK /D = O /90"J 60 1.14 SAY / //8" /OD = L90`° HANORAIL-1 Z'r.N = /M0/`425/L90J0.63 75# > 17# ZMWdRAIN = /53(/./25/1.90JO.67 USE #/O Ns. M/ / //8" PEN. TOP ANO BOTTOM #/0 x 2" / //8" PEA. IN7BRMED/ATE BAW57BR NO x 2" MIN. W/ / //8'r PEA! NEWEL POST AT TOP ANO BIOrroAf P = 20t7# CONSIDER AOJ4GEN7'BALUSTER RE51575 50# S/M/LAR 1O TYP/GAL BALU57ER P = ZOO - 50 = /50# NEWE M = /Sp x 3B = 5700"# P057 GK. 3x3 PF0.5T A = 3x3'= 9.0 5=3f3J2/6=4.5 6.75 MA = 4.50 x /,150 x /5 7,76310.� 5,700V O_K. VA = 4.0 x 170//5 = W20# % 7/3# 3" x 3" 5.5 OAK NENM P05T. WOOD OAK -/Rd/ Elrm��'iyGa6a - - 57AJ by y 100 0FOOMIL80ULWARD wwct{o c�cntnontoA, cA9»�o wn THE IRON F C�9B9�B7 wuccga�9eaatoa _ SHOP NEJ'YEL FIST A rOP AND BorrOM GONNEGT/ON HANDR,414TO NEWEL Pt -.Sr V = /52# TNO 25 aF WOOD $ qD jpG an= ------ OAK 126 srw —oF JWNM ��1`-M SPIRAL STAIRWAY TOOMPOCOGLBOULEVAM coov ..00n �rd1 m* 1 H o�erK �• w. L.RFD AT NEWEL POSTAr MRANO BOTTOM OAK LTAW GONNEGT/ON (GONTJ OAK BASE TO FLOOR V = 713# GK. /2J #12 x 3" NS, M/ J ENETRATION (MD&RA/N) P. _ /5" (7.5"SIDE PLA77V D = 0.216 ", dD = /-60", /OD = 2.1E " Z' _ /93(/.5/2.16J0.67 = 4I47# VA = (240 = 180# > 15g0# O K )zt5r TO TREAD V = B63+/ dMV END &RAIN e /3) 5/DE &RAJ 1 ZEND 6R4N = 193 2O/M/6J0.67 = /20# Z' _ /93(2.01216% = 179# VA = (3JI2o# + (W179# = 360# , 537# _ $97# > 663# 0AK BASE TO NEWEL POST 2 RP.D 20/2 NDSJ BY GOMPAR/WM A = as Pvl1.6L /5 MOREGRI.T/GAL. MAN A V = 7/3# x 1.6 = 1,140# GCK QU#12z3'NS.N/?'PEN Z' = Z(Gm�fGi(GgJG4 (GegjGdl(GLrtIKF(�lil Z' _/93(I.OJ/.O,/JV.A,JI.D(0.67JN.A.(AGA,i3.32(O.d5%O.B = ..723# VA = 5 x 223 = /,//5# ,, /,J40# 2% aVER OK WOOD F Dom. s„uea OAKS 127— mm,rwr#irt�rror�a�rt�t13-01 STA TAIRdL/RWAY maw b5-62 1004 PootHOJ.lou"ARD TXE IRON oas 2-/O-/4 ei+e0tocurAMota6A aAvvx ran —�.cv. (909) 9 HVO FAtc c90� 9EF8t06 _ SHOP otmm&,K.M✓ NEWEL P057'Ar TOP AND BOTTOM 3" x 3" AEKM CONNECTION AT LAAy#ev a BY COMPARISON TO P05r 7v TREAD. 41-l€ DETAIL .POST TO LANDING. LANDING a1 i+_ BLOCK TO LANDING �— --- = (3 x 23B#%/,14UB63 = 5/7# Dry 3" GK /7J #6 N,5 "I Aft 5/pEJ Pmm = 6 x oj-4w PLAN = O63 NEWEL P05r lod = L3B" C LAND/N6 Z' = 94(0.8311.3BJ VA = 9x57 =5130&5170 y USES DETAIL. (9J #6 x?" W.S. W/ I5A6" ry MIN. PEAL "'MIN S/DE (d/ #12 x 3" M.S., 12J TO LAND/AY $ (3J SO BLOCK DETAIL CK 662 #/2 x 3 //2" W5 2 31J6 " MIN MOO HE P = 2.16"(2 31/6 % D = 0.216 6.0 = IW 100 = 2.16" Z' = 120 VA = 6 x /28# = 76B# 0 7/3# USE.• (2J #/2 x 3" H!5 A / 112" PEN. HANDRAIL 3" x 3"NEWEL P05T (6l #12 x. 3 0 kYS MMAV (3J TO TREAD (3J TO M75E BLQGK W/2" PEN. tW #/2 x 3" W.5. A105E BLGr ;K W/2" PEN. OAK BASTE W #12 x 3 1/2" /1L5 WOOD End, Lo* OAK mow.12B OF - SPIRAL X 57A/RWA7f .ore¢ B5 82 WIAY6Y�oYL(�n tooaofooiyiu eou CA 91 THE IRON 2-/O-/4 xvmg917lD (90D)9ER8t06 ��IOP oc9ae®rrK� GUARDRAIL dgJ RDJ WALL OR LOADS WARDRA/L BY 077YER5 P = 200# ANYNHERE P .= 5O# ON ONE SO. FT. ON IMERMEO/A7E RA/L5 HORIZONTAL GUARDRAIL L P = 200# GENIE•!? 5(�'PORT Mp = (200(3 / x /W14 %Y/. MLAM = J,860 JAL -LB. Rp = 20012 = 10041 OR 200# MAX 200# GK $= ,? /2-/.75 2)16 MA = I.06 x/,/50 x 1.5 = IA631# > 1,8601# rOP PAL SPAN OAK PER 6UARDR4/1- 5EGrION WOOD BaSfaeerlae, ]LIM eaen= OAK emaa L2q a— WOOD f Inc. sm— OAK wren /30 a eb»nr:�ttaessggm 5P/RAL 5TA/RWAY �oeeea �d-82 y�y rsra��er ' SP/R.4L ST /R/Ns1Y. .emw. 85-@2 IUMF007HJLLBOULEVARD wn THE IRON nae 2-10-14IOMFOOTHILL 7— IRON Dww RANC340 CUCAIVION A, CA 91730 j (9ov�9av-M? - FAXOM 106 _ SHOP w, crsrm.r a oN�c-.n.. cA 4� c9w�9e92oe� rwcl�uvi9oae�oe � — SHOP 6VARDR4IL 46UARD; SPINDLEy 4" O.C. 500 ON ONE FT. S47UARE P/5PINPLE = 50/3 = /7# M = /7(40)/4 = MOW 5 CK. S.5. DAK Fb = U50.x 1.5 = O./// a O.// 7/B•5G?. c O.//8 11/16'RDLwD �-5EE /N7S?MEO/.ATE BAL!/57b4 J1 5. Ma"MIN. 57 3 ARE OR / 1/16" Rowe 55. OAK® 4"O.G. CONNECT/ON AT TOP AND BQTTOM FOR /7j� NOT GR1T/CAL. WOOD End IM wnm 5p K 9WNM 131 OF 1°"�' STAIRWAY immIOMFCXMMLOOUMVBS-B2 2-JO-I4 RANCI-0 CUMWOe M 19730 Fm THE IRON OF1F CVM9&9*W FAi[MM9&"106 SHOP K.M✓�.w. rr�qumter- 6UAROR4IL AWARD% L.RFD. GONNEGTIONATWALL 2.RFD.J BLOCK Oil STUD (BY OTHERS; P = 200# MAX. x 46 = 320# FOR.200# LOAD (/.6LW/A =O..B)I.OLW/A =LO; �If"- CK. 4V 0/2 x 3 1/2" W.S., T—t— OAK PLATE TO X.FSP = 225"&2'SIDE PLA7Wr6d = 6 x 0.214"= /3/" //-7" MIN OAK PLATE Z' = zlcrnlcr(Gglce (GagiGd/(crr�KK�i Jd 21/4." MIN. = 9(/.O/I.GYIVAJ/.G}riVA,JNA(NA/332(O.dS;08 = 161# VA = 2 x 161 = 322# .3, 320# CK /2) N2 x 3' (OAK PLATE TO 6VA9D; P = 22,5' W" MIN. SIDE PLATE) D = 0216 " 6D = 1--40" 10D = 2/6" t 225" r = z(c�lcr(cglce(cagKdl(cr�rlK�(;.i =/56(1.O;I.GYN.A.II.+GY0.671NA.(N.A,J3.3Z(D.65;0.8 = /80# VA = 2 x IAO = 36O# .� 320# (2✓ #12 x 3" WS FROM la' OAK PLA M- AND 21/4" 1NTo END OF 6VARORA/L AND (2) #12 x 3 1/2" W.5. FROM //2' OAK PLATE AND 2 //4 " M/N /NTO H.F. S7UD OR BLG'GK Or OT%1ER5;. 6VARD/Z4IL (6UARD CONNECT/ON AT cENTER SUPPORT P=240#MAX GK. 5//d " OlA RAIL Ba T OAK TO.OAK D = -546' = 0.3/3" 0.242" D/A. #14 NS. GON5/0ER SIMILAR TO #14 WOOD SCREW W/ /" 510E MEMBER Z' = 200.., 200# 5116 " D/A. RAIL EiOL T W/ 1 " M/N. SIDE MEh9BER. env 5TA/RWAY men 85-82 IOGMFOOMIL ARD ens THE /RON o'er 2—/O-14 rv�Naiv:�, CA 917JD w. t9L�9�7 r,�4t6cDov�48a8eoa SHOP omm�rrrK�M� 6VARDR4/L (GUARD; JAMB MIT $ WA5HER CENTER SUPPORT i1'0OD P05T SLEEVE P = 2000 M = .200 x 42 = 0,400"# 2O0# GK. / 1/2" D/A. ROD W/TH OAK SLEEVE VAR/ES Ar ON A CK / 112" D/AX .ROD 0-5025 11/2" d ' THREADED 1 { ROD "{ VAR/E +N SPACER ' { �e XUB COVER COLUMN { COUPLER NUT COU40-W CaWER CAP GEN7H? SUPPORT Mn = 36,000(O.S625i = 20 / MA = MW12b (IV6C. /67; " r 11/2 D/A. A36 ROD / .iy W/OAK SLEEVE. AEE /JE9CT WOOD ZughumWbj& IM waxer OAK M,,,a 195 OF r s RANCHO �ONGA�r.+af n73o V09)""=7 - FAXOM989d106 �N0. Fl5-42 5TA/RH14Y __ naE ��-/4 p�dyK/y✓� w wx THE /RAN SHOP GUARDRAIL %CUARDJ CENTER swPORT /GONT, /-� GK. /° D/AMGK.. ROD AT TOPTOP �� 5 = 0.0487-V.0 3J = O.Og9 Z'= 40'5J/6 = 0./67 /.6My - I.6(0.099 x 36,000l = l.61.3-564) = 5,702 x Mn = 36,00010167J = 6,012°# 5,702 MA = Ah / J2b = 15,702A.6V = 3,414 "# FIND L „ MA = 3,4/4 0.665 P = 200# 114 i t M M=PL L = NIP = 34141200 = /7./ SAY /7" ,% 120L=:�:�j G< 3116 HELD t = 13//610.707 = 0.153 5 = 0.096/Zi',10267-4) - (!''4JJ/1.267j = 0.1222 Rn = Fn Am F" = 70 K.S./. Am 14 A = F!N 5/,(2 = 70,OOGrO.Z22)12,0 = 4,270"#,-Ar4/4 CON5/DER NELD 50% EFFECT/VE DUE TO THREADS. USE IW AMD AND L = /2 ". DETAIL I"O/A. A36 ROD L2" FROM TOP. I1ELD PER z7ErAll WOOD $q�O . sruar OAK 4WWNM 135 OF, mnnreouRAt- --ff '. A�1l�aupu 5�RNA)f roexa 85 8�_ lu°°° Fo°trru eautvwsb RANCHOwe THE IRON am—.244244 MM99vane7 �9e�et a SHOP w. OacN�e►K.M�� 20/3 GBG: /2,012 .BG. DESIGN LOA05 WM14ARY EARTHQUAKE DESIGN DATA 1GONT,), /SMIG DESIGN CATEGORY, E 5E15M/G FORGE RESISTING SYSTEM - ORDINARY M014MVr FRAME DESIGN SA5E SHEAR, V = 0.311 Ny (A:S.DJ 65 = 0.333 AT 30 FT, ABOVE GRADE R = 3.0 ANALYSIS PRGI:EDURE, Eav1vALENT LATERAL FORGE. WOOD $q Lric. svuea OAK DMWCLL9—'4 OF SPIRAL STAIRWAY JQ1N0 8�- Q�++wsr'iA�f erI W ottgaCx tQy� FOORlglBt�IA,EYARD 2-IO^1� RANCHO arcanRortr•r.,a91TJ0 F" THE IRON Noire Sea ¢o6T fiN7t �09? 9!D-0tm SHOP mor�m�rK w. 20/3 G.B.G. /.20W 1 B 4. OE5/6N LOADS SUMMARY LIVE LOADS, FLOOR2AND/NG:. 40 P.S;F. ZREAD: 40 P.S F. OR 300 LB ON 2" x 2" SG3'/ARE SPECIAL LOAD5, HANDRAIL AND GUARDRAIL: 200 L.B. IN ANY D/RECT/ON. INTERMEDIATE' RAILS- 5D LB. ON ONE 5LJ FT �1fON LOADS: WA 5TA/R5 INDOORS. N1AP ,VESJGAV DATA: WA STAIRS INDOORS. 'EARTHQUAKE 47Z5/5N DATA, /B = /.O 1R/SK &ATEWRY / OR 55 = 3.73g SITE 4XA55r O 55M = /.oOg SDI = d3gg WOOD FAOW"rlU& ED& suers, OAK aw"m /36 a /36 asrwe SPIRAL LhrmivaviY Y�di►�E¢I�AMp, 5TA/RNAY �� 85-A2 t0DWFCXM&LSOU1£VARo wx TfIE IRON RANCHQCaJGMAOIVOA.'CA9'= NOD)9Fli'7 • FiWC(909'198481m 5947P F007YN& GONNEGT/ON GK. 147.1-/L 77 KN/K BOL T r V = /ggtf V/zmr = l69#/4 = 47# NOT CRITICAL 1/J 3/8" d H/L T/ KN/K 8a T Tz N/2" M/M EM5M.. !N 2 5/B"MIN HOLE, 4" MIN. EDGE j 7/5 7 A / VC,- 2-500 P.51. CONCRETE 125 Fr -LB. /N5TA4LA77ON TOROMV E5R-/9l7 405-01-IV L-4. G/TY R/e 25701 I 711p 3IAE'!'3TAR'7 AA/6C Q:C a LI9 RAC SYU96Y IQEL FITCCCLMI oClv3Fr+e s/ ..- LE -sw S O imrarAcAAfRQLR � aerm ag - dLA ( L ON a65LV BO OP7W O - O waft ON Sr.4 CLt arA/R rrPw.AL 7RL•/10 •Jt24ErA /_\ P9 M54CRL05LV UJvr' CRLI5CQAAVrS4W m ACVIDVf PASSA6r CP 4•0•' aC Sw@ rrASAL AADO 0V79QAYNEW OW IFIZAP 7ae4rroZV Iftw! /455W LAAU#45 7V LAAV VV Nr. - 7r L7 msem9 O � N mww 45 R45Bl7 Ii ass" A msew O RPJ w 6/Fl• OW, 'F'2&2• Iv/• A017/FJ' ff-4' - I' IAO• I17• NV' //45• /7�0• q/2• Iv ALLOW nv nvov7 AVAR.A" lI/7. OLA:r1'LA63 faAAL✓. IVALUWIM/ 7P AA LA: p 5F� DEGR�LAND/N6 PLAN t 2� ' AAA ♦ /9 //7•14AX.mAORs 1 r. /t0• nrA4AUWSMU XSOLE® �49'SIM OR 3?I'Af[A®M'M AAHNALLIA7MlIUMAWL! PLAWLAAWY4 6LMQRA6 A17r a tnowsw tmsm!m IAWSEZTWLdpX� • d®AM�NSP©UTE �®sOLm cPmrssAva. SWZL'7A2 PAVOITUIL-L CQLWZW VLFAULAN'EPLOA03 /9-MMLAZ594V -poser dN , ryprAL Am 5707EWN 7 !?6AK0D•ELAG6., 7YP/GAL EE/Ano)y 1y &2•-/10• A � -�A LAND/N95SI :35vse --q1 Nrs R•-PHr SC/LOILC s¢ 5� 34.5VI rb�RlE I FPKL!ITl'PTl.ALI s@O V-I // AAaaoEiIWAO / I 77TZ4D 5EG770N �T'R ALlV 7REA0 • NTs s• 7REA0 AF10RA I III lJ it I •4L0'CRIVdA SMM PLA7ELR99'AI/P6VMAiAM A "'SKIM Q'QO®FLR pAAl7DC9 CNR 6'-6'l. •� 2014MMPPZMWPLAM //D'97E8 GR 346'Al4mVll %A294 7T)9fAUPLAW1S'O'MAX VIA. WAL!lmVM4 SOM-01i 6AL ✓.NP.VD. A 4. ANT-P/PP87 &ALV. O/4A4'11V PLQ7R PC.A7E OVBQLAYAlFJ1fT "Hr/d4 ip 15�RP� LARTNS 3N7W A7 7RE405 PVCA76 pIC07/C ' 7O ENTERSTA/R /AOIRA nxv/Iz�'� 1 r//rL7rr Ir/�.v'icr/ (Tr/Yinv Luc �/N�v 3rAO: OIA 'P• FLA75FA97.Q'51911f S*o• 5LS"5 7- S-i• Sw,5A4- I'd+' ib•xihT i4• i•-1•x i4' r-0' 745•r745' PRAAE RQ'AW dPZNW LAfflSM TV ALLdVV FA! PVJSN MA?V 4 L SW,NAS 67T. ELC "OX EM , h, k LB`THIINGW Inf'�I I I L� L_ L_- A LAADPO S AEVBeM L9$ &O CR AV L66fW MMECP LAADPK ANrgELGW PAR 7LTs79 2 AV AOWMW AMM AGW r095a& tEV FOR AEAAQOCPIE7ELMY d O5d�LM074A' 1L /PLLgOMAYOGCIR9 AT A LAQMI LAAVVO April �4fE7. '- AV7E M • A_7AAL C/e7 7READ• COL!//A9N, t FGaDT)N6 SG/FL!/LE srA/R OWCIER ' •• D 715EAO 12CL& V C4W FAO Wr W ,R•N ,L-.O F a" M4X LCMP 4.mv P7PFPLt I rrmN OD SOIL AaR VALE LCVPar. 50• "' N 34• 4• 7 GV 'Ys7O. 3 /Q• 4. Sid• .2W /6440• 4• 2527 3.57A 3&21 M• 010• 5-0• 17 ZV' 4• _zsOV 3 d7•a7P. 4• 1. eta 3-0' M32• 4• 2-SW 3f0•IX 37R 4• 1. 7s0' SW 7/• .. 4- 2 10 J /FJ•EX SM 4• 6WM4XAV MATCNAVOW SOW 3W'EX 5TC 4• a7' N 9t5C GFTiVLBLeJ.0 IIpJ. /7/ SLE DETA/L 7 /3/ LETA/LS 9 I ® . r0 FuR PLASMA COl 7RL'AOs 5t2 Q7 • QU . /m fi-AM 6PARPKVAL/L/56A1F.AWNMWfSQOPSP.LEESrPON4500P5F- FM577Nf CR ABYCQAY.IC7r /SQLIR LK AY:L'V RA'R PIQAA9M5.SICACL d ASQAEP FCR PESPMAC. COLLMVLOWPMEAG /11BrALLATXK /N 7-SnWrSrAAAEPJ4LO ALML M. F47N L 4 M W 0 A r m v Am76Nr/. eV C6MARA5LEV44AVMPAAOM4L YW40AMSCFSMM RO♦ONSS CRAL/MNM Amm TlE/N5 ANrd atE!"iAT7/7ID FifA¢ HPE •SiGVYIL STAIR 5GHEDULE $ A / M PWM CVLK A/AALRAAL-Bp .'•:/•4'�M Bsv)IYLK NW/06lSPYFAR7XLC A1U90CR GYPE7J. NV/ USFL l / I A ON0 N t PEeML V7LV7 A7 VAUSLE fAENT PDr •jf •AQrBALA7VEISnYJA LMiZ6fAVA2BEMMs?MTBL�\ 7REA0 PLAN /.. TREAD IV 7TPKAL TREAD CL OFN4'm& M8 AB9mm, I./IFJ'. /'O• r•=w �^1 54•r E M �Y O I I -I T7TIlw1L AUAO =SPV/IRE OO. LCrfM' _ I i I i l Ls I S 51?OD. OMBf CCrlNVsi(KWr TAR /CtdAaZ I I I // ♦ /7 LAAmIN5 P7S7 DEfiA6.00RO �. •,{ 1�- F'N?TTPY Af. ♦�W ^ I �� 1 r BW FLAW UL rYr TICAO CALAR DETA//- SAWMAIVI 77 )AS TfT AAH I (27m&=4L ON S M/SW'PAt Mr-6OQSBOPLAMS1 I I I I I 4V-Z7-xr///7'SOs raKn OOVnNR2 y �' 27nrAG/eQtAR mowER 6QUAN�SLE-EV\E mtAC+Ae 4 Na s /rya P' SX- m SO'EM MAr GOLUMN 5PL/GE 0 2AV r m- l 7o 1 rAPPEn FOR dPerALc®wNxes ACR - Mrs o. mL, s'1°'O1K aETSCA®la slrsawa ArBSParr a•AmL AUZVECC[LARS SEAR OE CM 7VP`OFAN7969 7LSC •S:REM .54FVrr FSV4WNAL L PIPr LQlPN PEf' AAEN7r R60Lt LV'x NA •'A SIM OP74OVA• I ` SWAVW45 SGCALC aQO PP723C@VE IGLLAR WE /4 ?IPe� VE I CRALfPONMd4RP19 PLAWi"•rO PIA % COLLAR AUYLi• CMA77EDAMEC 7FQ3104S � O _ _ ATFJ/37LAtY/ l( AlaorsvonaT[rmcacuw TYP/cAL TREADS C770 o 5 LPJ'CR 4• IP. PvrsLEax A4r C4TlMV .�.x� 7r/srscArzrce A[EAf CQNfACr wrma SAq• wraw g S _ A COLUMN BA5E P!_ANSculam �51 N Mrs. 7•t/FJ• _ TYP 34.52 r/6 , 7YP/GAL 5L�VE DOLLAR 14 ISMM ORAL Kra 6AsrAuAm1fM moc CAP I6PnavAu OFEMW w 6O4ID SHALL AVrAU4XV aE PAS A6BCFA 4.OfAAVYM ",4,w 47-7Ax / &7' aPBTSMS. Too 64A2813 4-A.uarw 5V'SrM6A WOK AIB I I RBE try-50 I AA7a7/7jF aO KSU SA/J'ObI r PS'. lfff rA16Er7/ I I RATE. sw !2 I ATA2 /3 DETAIL �12 NTs w3NAROSHALL ALWALLa OEPAS•46ECPA 4'OIMC7ER5FYA5C '.PA7QM OMrQOV ARVEF.ILER 34'S2 x A6 &1L 019u.v/ AGE SPNMZ 2 -50 KSW SYM CR 6001-76A(LM/ArM IITOASTACLM.MMAEAO1Aw AA-'SI1 v6N I Sm•sa SLr.Ao PEEPr 70 -A MJ r I /F•PEa n�Ao AZR s7m AW'r/W /Ffd. romSA ;�•x �' h 9•ALATP LAApAN4 � TYP/GAL ALCL'R LAB; SFE PLAN /7/2r CR 4.r aPi4I PACS/ G0NNEG770N ArLA4N0/NG �1 / /FJ•. PO- I I tW 94- I Azeae S•ny r7/WOK AA•vmtw O Qe TQtII•crAIm6E r7/sm'oux/vJ' I AAr/NCAV/WAmt LA6BSLT5 T7AmC i @� .a,a -r. so=OR 57AR77N6 P057'PLAN (Ts-) 1 Mrs. 66WTALCM NUZRAQ SEE /R FOAi•E FIT/EAO a4•SC!rAsml w7pSAWXP nwsPPI:LEAv CASrALLAONM AvvE A9V .60MAA-SMC045I PFS7ACEN S•PIXPEMSC naLS/ 7rP/C.AL 1REA0 - -I. 7-- 'woz?,2-mw CR eLOSX //FJ'SCLxN6A� WMA Ma11I I --n, yNZA07 70PLANNN.9 O aw O /7FLr Arils S/FACC AATLY4V.6B 07AeOCE N77ID1 m7g7 A/ASrr Fes' n saps /TElAL4LL d 77E27T1 n»Nt.� FJTYA11p 34NAETO MBQOVFS Allp a5A /IVII9EY�TlOIWL tz �s �,� �dL�C AAp L 92GV7RACTCR SMALL VZWrALL C,2W7100 AAV OPBdU"16 Ar RE.m SAIL 2 ?04 ?JUf/Hf AmaV,N • /5A7 PSP. 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