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HomeMy WebLinkAbout31400 CASINO DR_ 97-338 (7)I III, ., TYP DOUBLER E Wt.RE 9000RS T. k B. 3/6 v O-'RAMC BYLWH%EPE OCUR 19A h UL L _..__. ...___4____._._- _._ ^L___. -_ - - -- t/2 2 U v DAR 3/8 REOUIRro T PER RIGID FRAMESCHEDULE -d N 31 / - -,L COL 6- DIM'S d6' RACK GAUGE !/ 7I• 12 T/ i— NON -FRAME UM. 16 a 7P_ NH:NE OCf URS 6 COL h DM'S PER RIGID 1/ COL CAP 1Qf 1HK'NS Ti: MATCH DOUBLLR C LARGEST INTERSECTING WHERE OCCURSFRAME - BEAM FLANGE MIN. U ON 19q BM FIANCE WIDTH loSCHEDULEd 7/8 MIN, U.O.N. SEE SCMEDVLE dH7 6EMOVE d V- -^ . „' X M I II I 5/16 TO COL. FLANGES ALL OIL, PAINT, r A BUST OR BURRS I In BEAM TO COLUMN FLANGE AO BEAM TO COLTIMN WEB U I iROM WITHIN 3' T I. 3 OF SHEAR R 19B FRAME BM'SJ CONTINUITY R PER RIGID FRAME TYPT & B. 3/ SMEAR R PER RIGID FRAME SCHEDULE SCHEDULE R THICKNESS INTERSECTING6w1 /li•:" BA"-JP P. ttP. NON -FRAME BM. MOMENT SM. FLANGE CONTINUItt R WHERE OCCURS THICKNESS MIN. JBACKGAUGE-y 16 DOUBLER E WHERE EXTEND CONTINUITY V.O.N. R 70 EDGE OF CO._ a OCCURS POOH FLANGES. SEE U DEL ION A TYP DOUBLER E Wt.RE 9000RS T. k B. 3/6 v O-'RAMC BYLWH%EPE OCUR 19A M ' F t.i RIGID FRAME CONNECTION SCHEDl1LE h UL 1 t/2 2 9B T PER RIGID FRAMESCHEDULE -d FSHEARRPR5EAFRAMESCHEDULE L- 1 /D'.1- BACK - -bP B. TYP. d6' RACK GAUGE !/ CCATINmtt R I W24.62 16 a I RAME COL SEE RIGID FRAME FLEWS 6 7/6 FLOOR M ' F t.i RIGID FRAME CONNECTION SCHEDl1LE m SIZE BASE PLATEHOLESIZE WELD WASHER SEE NCIE A TO 1;6 TBEAMSIZEPLATEd6' 5/6' X C L 4- 2 A& UP W24.62 1/2 5/,6 6 7/6 1/2 INr 3147 4' I• -P- W10.39 3/4' v 16- S0. W14.22 3/8 16 3 7/8 NOTE 1OROuE A325F DOLTS AfI'ER MOMENT WLLDS ARE COMPLETE RIGID FRAME CONNECTIONS 3/8 FRAME COLUMN 3/B IR PUTf. O PERDSCHEOULEk 4 COL 6 BASE E WEND CENTER / -{ TC BASE kSTIFFENERAS5/,6 / If HOLE SIZE T&S -- 5/I REM WELD PLATE 8 PER WASHER SCHED , EDGE OF PLATE B k D TIPWELLWASHER TO PLATE B 5/16 TYP. 11 vii - yiiiiWTOPOF11 FUOTING PLATE F u2 - 7CTAL) HIM . AT . INS HIGI:- STRFATH MINDUP PLATE 4CONS - NON- SHRINK OROUT, PRIOR '„ CRO'JTING m WELD WASHER SCHEDULE m SIZE BASE PLATEHOLESIZE WELD WASHER SEE NCIE A TO 1;6 1/2 319' X 2- X 2 1/E1 - -1 3/4- 6 4 3/4- 5/6' X C L 4- 2 A& UP d. t- 314 -X(A .1 1 /4-)SO m.,7EPfLOW 71Y CCNDLE HEX NUTS 9 ttP. APPLIED IN `LOWA9LE % STIFFENER FLATE C - CONSISTANCI / (2 - TOTAL) SEE COL SCHEDULE PLATE E. TH'.IS 2 -e HOLE IN IN BASE PLATE A rLAN k PLATE C rc - fjOTTOM OF FOOTING v h FRAME COLUMN BASE SCHEDULE COLUMN BASE PLATE A ANCHOf SIZE PO, ISMAFERAL PLATE B PLATE C PLATE D PLATE E PLATE F W14.69 1" . 26- SC 7 /9'e A?2S 1Hr 5 /9' 1H9 . 1/2 INr 3147 4' I• -P- W10.39 3/4' v 16- S0. 3,14,e 325 Z. 5 /B' INK. 112 INK. 1/2' . i . P -• I I I 2 112" t 3 /a- 2 1/2• 1 3/i PE SHEAR PLATE 1/2• 1/2 PLATE31kBOLLSPERTOP & BOI. SCHEDU_E 2S, SCHEDULEE SHEAR PLATE CONTTOP I i9 / br ROLTS PER L• I SI3 SCHEDULE SEE SCHEDULEI h SEE SCMEDVLE dH7d TYP. TOP k 807 L M I II I 5/16 TO COL. FLANGES ii I I BEAM TO COLUMN FLANGE AO BEAM TO COLTIMN WEB U I T2 -- 3 NOTES 1) ALL BOLTS TO BE TORQUED TO SNUG TIGHT CONDITION. DO NOT HEA' OR WELO TO ANCHOR BOLTS UNDER ANY 'IRCUMSTANCES S) 'UNLESS NOTED OTHERWISE ALL METAL CONTACT EDGES SHALL BE WELDED WITH 5/16" FILLCT WELDS, 4) WELD WASHER HOLE SIZE SHALL BE BOLT Du. . 1/8" 5) PROVIDE MINIMUM 6' CONCRETE COVER OVER ALL STEEL. 4 13 2 /2.1 1 3/4- ff /r WTB.40 ttP. 1 W24.62 W14.62 TYP. TFP. IF 3 3 1rP 3 1'1 sEE CUL WHERE OCCURS J / ;LAN 2 1/2 SEE PLAN 1 211/2- 1 3/4- STIFF, _ 1 - TI'ICI. STIFF'R EA SIDE WEB 1 I PLATE EACH SIDE I I ANGLE BRACE II - WHfRE OCCURS SHEAR Q COLUMN CAR R I I 1/i iNIK CAA P PLAIFId4 -3/Cs '9 BOL75 CAR NOTE STIFF. i i W/ k Q BASE R COLUMN PER PUN F7-) P PER 1 1 14'" 1 I BOAS. SHEAR k I 1 WELD PE PQ I I II- O CONNECTION THIS 1' NO SIDE SAME AS MWELD OPPOSITE SIDE 3/f PL 0 C — eN tt/ WELD PLAN A NOTE. FLAME CUT COVER PLATE AND GRIND SMOOTH CONNECTION THIS SIDE SAME AS OPPOSITE SIDE ' 3/4• PL 9 4 a BACK GAUGE 16 a PLAN B - ---- 6 - 7 6" / STEEL BEAM SEE PUNS TS CCLUMN SEE PUNS O l_1.1_.- .__- - - -.__ _ - Q DATE DESCRIPTION i RIGID FRAME ELEVATION A 1 I QROFESS/pA, Ll l OF C CP11P q$ I — _ CHEVROLET iC _ I 1 PROJECTIITLE: W14.22 LAKE CHEVROLET 31400 CASINO DRIVE P D LAKE ELSINORE, CA. I i I i 3 E I nn s6 unt nT stc 1 lEl I RIGID FRAME ELEVATION O I -1111; ,;. LS LA 1TE51 .ICONSULTANTS: J.S. DYER 3 ASSOCIATES BC TL. RAL FNG'1:FE R'6 aI 2142 CAMERA 1 TUSTW, U 92680 ML (714) 669 -6656 FAX (714) 632 -MU LL TAMIMRS 410 A9111w w1E1ML /REIIWG IXAFN Cd6TI1VlE M 61W WL 416 YgYX9m W b' 3. o,Xe 4n AswcMto. eC. A10 M s.li - W K CUFL =. USED W 660MM RIOYT M pe965 MI,PDI cY V J6 NLt A0 As=. NC. 1KH 19 OIIA AIO.SOPINL K w eWi IONm .' I I _ I SHEET TRID MOMENT FRAME ELEVS. & DETAILS PROJECT NUMBER 95005 CONSTRUCTION SHEET I, ISSUE DATE: NUMBER: M DRAWN BY: MR Y I TE I• PE j• SCHEDULE SI SCHEDULEECONTTOP I SI3 BEAM TO FRAME COL. WEB 18 WTB.40 ttP. 1 W24.62 W14.62 TYP. TFP. IF 3 3 1rP 3 1'1 sEE CUL WHERE OCCURS J / ;LAN 2 1/2 SEE PLAN 1 211/2- 1 3/4- STIFF, _ 1 - TI'ICI. STIFF'R EA SIDE WEB 1 I PLATE EACH SIDE I I ANGLE BRACE II - WHfRE OCCURS SHEAR Q COLUMN CAR R I I 1/i iNIK CAA P PLAIFId4 -3/Cs '9 BOL75 CAR NOTE STIFF. i i W/ k Q BASE R COLUMN PER PUN F7-) P PER 1 1 14'" 1 I BOAS. SHEAR k I 1 WELD PE PQ I I II- O CONNECTION THIS 1' NO SIDE SAME AS MWELD OPPOSITE SIDE 3/f PL 0 C — eN tt/ WELD PLAN A NOTE. FLAME CUT COVER PLATE AND GRIND SMOOTH CONNECTION THIS SIDE SAME AS OPPOSITE SIDE ' 3/4• PL 9 4 a BACK GAUGE 16 a PLAN B - ---- 6 - 7 6" / STEEL BEAM SEE PUNS TS CCLUMN SEE PUNS O l_1.1_.- .__- - - -.__ _ - Q DATE DESCRIPTION i RIGID FRAME ELEVATION A 1 I QROFESS/pA, Ll l OF C CP11P q$ I — _ CHEVROLET iC _ I 1 PROJECTIITLE: W14.22 LAKE CHEVROLET 31400 CASINO DRIVE P D LAKE ELSINORE, CA. I i I i 3 E I nn s6 unt nT stc 1 lEl I RIGID FRAME ELEVATION O I -1111; ,;. LS LA 1TE51 .ICONSULTANTS: J.S. DYER 3 ASSOCIATES BC TL. RAL FNG'1:FE R'6 aI 2142 CAMERA 1 TUSTW, U 92680 ML (714) 669 -6656 FAX (714) 632 -MU LL TAMIMRS 410 A9111w w1E1ML /REIIWG IXAFN Cd6TI1VlE M 61W WL 416 YgYX9m W b' 3. o,Xe 4n AswcMto. eC. A10 M s.li - W K CUFL =. USED W 660MM RIOYT M pe965 MI,PDI cY V J 6 NLt A0 As=. NC. 1KH 19 OIIA AIO.SOPINL K w eWi IONm .' I I _ I SHEET TRID MOMENT FRAME ELEVS. & DETAILS PROJECT NUMBER 95005 CONSTRUCTION SHEET I, ISSUE DATE: NUMBER: M DRAWN BY: MR Y I C.N- 1',12' AT 48' HI ARAM IMIEAE , ftUtH trc PLANS-• l'ON1 AtO'KINC, sN T. SPACER ALn (TIGHT -- II1 1/ IAGGEN NAILMIN4" A04' W/ rA I60 O 24" -0 /1 2"2X4 Tot' PI AII'i .•• a ru PI.Y000 ASEEPLANSEXIlV'1 TO i(IP r -E J' PARPET 2N {'. H!n!. O N" Op fi%8 CONN Hl. ' -pN N' 1/j X S' % 1 SIDE '- 1T X60' LONG W/ ! ^ -I . M SOL IS .._. P POST 1Y3• X 8 / " ',IDE PLCPURUN1X7 '.udl';nq'N CI ! 4 7 -4q LS 6%6X1/{ ONN PLR r , - f / j THICK PLATE W/ 2 -51'0 BIX.K STRUT A-3 PCH PLAN C.N- E.N. r 7PURLIN WOIX) N.AILLR •. UBL R N 1 41A' V; IWVUU 0/C PI.INAkb SEE PLANS _. ... S. PlAN1 AFEA -''''TYP, I/,' iNICX M T' THICK X,3' PLN.1/pR PCATC AT TCW - TPIeAI IT BUTTON F N o SIMPSON 'MS12)' AT f ACH PURLIN (LOLLY NAILIED) R 1, 0 0WERE •HW' MANGER iN - / ° 'RIIIDF MST60'0'4A' vWHEREONEPURUN1 _ _ 11 15 r 1 7// PL. AHERE%{ ' PU HANGt.R - $H[ARWALL SEE PLAN; n rfIkACEPLay1251 ( I / WHERE Two PURLINS A *r 01 TUDE FOR 4. 0 B' 0' U/C ` ',MV 'MSTAt6' ' PL. 1T , -' /' iHh % G X MI BCAM 10 STUD ' , - 2.6 STUDS O 10 "$ 1, 8 X I 2 kS• ji 4' S' 2' B SMEAR PL W/ J/ _ .. _..... _..._ . -. _..._ _\_ - '. t6 1B O {8' ./c - I i / LL '•N STUD • 2 -1'7 M. BOLTS n 1! 6ELOW PURLIN HEN' PLA•E .. - ^x6 STUO`. O 16' C /C. 2X6 SIUOS O 16' O /C._ . 11 _ 2X4 PLATES O DH, . STU(, O H11RI.INS 1/- SIrVC7. I PLIW')OD !!! \ r Q l PLAN MASONRY WALL SF.F PLANS / O ©IA:IGN AND ': OTT: NU / S14PSON 'MSTA36 `JTOFOUNDAnoNW/ '0H 0 4' D/r E N STUD TO STUD O ,,,,,,,,, SECTION A C N. tr 1'i8 O I." 0 /1. F N t' Q v C1X4N FVII rCIiNT ` 4B 0/C - DRAG STRUT SEE PLANS III NIA T 1' 1 OP OF SHTG O S(X.b Hlx 11' -L D1rM N 'HW' IMP !YPIII "ND AT LOWER I I GLB AND 2 %8 ' PLYWOOD SEE PLANS PLYWOOD SEE PLANSk00FA-,-ATR RO'1F dCYC514D E.N I 6X6 CONN. Pl. ON -RAFTER S SEEf.. N. "' EAC4 N 'A35- 1 PLANS S1L. BM, SCE PLANS - EnCN :IDF 'JF _ BEAM /STRUT SEE ! T `. SN61,P STRUT W /a %C IJ CACH JTUD L70P'6: E rl I / 4X4 BRACE O PO57 - - 2 -'2X6 TOP PLATES E N 1 MIN. / i PLANS I/4'0 i(ST R BOTTOM w/ ' I a w SCUDS O 18- n3P- AT - -E.N. / 0/C PER DETAIL I - O 4M. I IOTTOM J: GLB / 8,-0, O/C i OF C M 1. CAP PLATE WA o P 7 I WALT PE TONG- A -ICJ BkALF I(1 ./,( ___- w SIUD 1'.PICAL -._. .1 _2XB VFPT BRACE 08' -0' J 6\ / _ _ a I O,C W,/ ! /LA M.B. 7. * B \ T IEf. C.F'A'l E.N S ° _. 6X10 S'RU1 FIT TIGHT - - - - - - - - - - - - - 0 0 0 BE IDNp Rt (_N.U. E N •1 - f J I NaLL - S i2 ^•/ 1'424 / AGAINST TU9c STEEL PURLIN IL 1()N1 WALL WHERE OCCURS ! , CTOT! CF N1N9QW ^FOa, CEILING LINE SEE ARCII'L wC 1 TD 1t/ J ` -- F '; O _,.2 SHEARWALL SEE PLANS 5X5Y 1/4 SIR V' w'4x6 CONT DIXIBLC 2X6 ' 4- DRILL HOLE POR BOLT ! A'LEP tJ1 tr BCTTOM W; I rlf AHw41l 0 0 1/i OVER512E T'/P 1 z p -1.5 STUCS O 16's1I'c . - W Sn_Ct O 18- !I PEP PLANS - - -- I- ',IMP HD -BA' . O/C PER DETAIL —! / I1 /1. A',ILMBOE 5qA WOOD BCST BETWEENO/C IoTAL) DATA O Q \ 03 sL /x" 1 S ' !2 /1 II/,- YOE PLATES W/ 4 -3 /j C M BOLTS O1 5/2 SOP A / r CHEVROLET I HOTTIrA OR 31400 CASINO DRIVE LAKE ELSINORE, CA. r e hrcm tee fcv li `` I `Ll i 3 BAP. 1 111 5a [1111 1! fl[ 1 111 Llll IIIfI [1 I11f1 IIIt1[ 11111/1/ 1111 PIS 111 -1s11 CONSULTANTS J.S. DYER 6 ASSMIES W. PLYWOOD SEE PLANS J . -2 ROWS :4' E+N r I6U O 3 /'C11_ 147 CARPI.RA NS VI. PNM I cwsnmrt Fir oa:alr .aD .aslelwo .a. s Dro' .ac •75ocart> +c •XD I.c s41a ... MOi 7[ pW„CATFD. VDED R 660.0501 YTMPI IHL Wass w.trt. w,I¢II' a as oaA An .ssoc. w:. 101, ,0111N 1IN SEE DE T. + DETAILS QQOfESSI SEE DIET '4;1'- 4NtL w1 .a 1 I,P PROJECT NUMBER. 96017 SIB SEESIAL.GEREC : PLANS MEETUMBER. S15 I DRAWN BY MR OT DATEi, I1 96 16 + OR 72/513 O S'M. 1 _ P,IN 6 %6 55 POST Ii , '• NOV r3nL5aa'O./ I ij' I EN 6K10 "LADEN D _ YANDOW BEYOND 3 -16° T,P. r 1 7 r4"i AAXG11SINUSJ7i4YIEACH EHEIPA," 2 %4 O 48' TIP E40 A I- SUET PCR P: .NS I) /O iYP . l'. •'•S, h.V a' S1uAP fA' :-1 vUF 'n/ W .: 'Sa •F ', M H.I'S EA' -H FNO 1 l/,'. \,) PL 1 /.x,I It7 s11/1 A,,4L p PLAN JY%% W/ 2 -5 M F,C4T', O CENTERLINE ^F PC SEE OE` 12115- 10 11 0 ylI 2..BLE s'_c AT WINDOW' BF r08D - 216 STUDS O 16' 0/C O /B" X 'IX' PLATES 1r WINDO W I 0OW' BEEr'k+ EN iY 2.6 'CP It, tXI SA! PL A 16e O 4` 1 / 2 ROWS c B N I} 1h H• P A I I I HV HANGER. EACH END 2xe CON' W/ II 3-U F.e EACH STUD stuc A 511 I \ _ - _ T.PE S1 514. SII SSSrr'• I:. j 3 -168 TtD Ctb c;UC3 O 16- 511 BEYOND LINE OF CE JNC 13 2X6 S'uDS O 16- O /C StuO° O 2X•. 5'UP5 O 16" 16 O,C 4X4 GRACE O DBL 14 O PURLINSa8' JIC W/ PLIGN ANp E %TEND .....I, D I S -16C EP END TG IOW (X BEAN Q5, 0: Inn KAS & :'.SASSOCIATES, Sr T r:.IEKAS A ASSOCAl E5, INC L6sf7Tl._ DaTE T LL6- A/ _ le-, O 48- \,\ / 2 %6 LED..r.R W! p" " a o,a anc. nnmo:uauonW --16- EACH ENO - -- ( -- -- _ ' II Bl S'EEL 12% STRIN46R '+. u a Cu:le n9 wlmll y4^e7512" O 24' 2 -160 PER STUD I• wEaP nA 1'rP. +/ 1 SHEAF WAIT TIPS /^ I 2X4 BRACES O a, LIeaC lrayen<ma l - r V- SI1 / 48' 0/C ANG -F 7X5 /AoxAOJ n4 'lonoo1'IIIe 6nDeeaitM [u ^ivuN L• - -SIMP 'A3S' - r \ ! - I IHe PIUV:smM1s olsm, y'asumN , EACH 510E Jr j1.6 S+LL PL w/ 16P LINE OF CEILING 1/ END PL; TES i.•W. „,I.. 1iE-01 STUD O s' O/C STAGGERED \ payl2%3 STUDS O 16' 0/C - - SIMPSON '7512' SRtM f- I 2 ROM OF B.V. 160 PER SHEARWALL LN SCHEDULE SEE PLANS BELOW PLATS ABOVE k AT BRACE TO STUD I 1 BELOW PLATES) SLAB SEE PLATS - I Ili AV IT PLAN$ ` \ - - -EN E.N. TYP. ' IY. T ` / / I 2X8 C.J O 16' 0/C .h BEAM PER PLAN Il \ SMPS /iN 'V' HANGERS 1 ( I TOP OF FLUOR J -2 -2x6 PL's. CONT. (NO i - SHTG. BEYOND SPLICES AT STAIRWELL) 9 p T __ - -- IN - BEAN PER PLAN \ / 8SHEARWALL 2 -05 CONT. I H a BEAM SEE PLANS yM, III. \ / _ .PER PLANS 11 4 CEILING JOISTS 1 ICB9j I 10 FOft ADDS ._ -!^y' .!Tj _• i ` 1 INFO I SNEARwA!L ASEE FOOTIhC SCHEDULES TRUSSES SSE "LANs PER PLANS 17 [, w awlo - L 3 I - - -- 4 I 5 6 i. -_ 8 g..__ - I - - - -- 10` T lose Fill VAS Pt6otlDm /tDlsm111136ANDNDee h Tu B3Ot ANAI I.AtIJ Il lot IiW.IZIOi_ DATA SMIP11 r CHEVROLET I PROJECTTITLE: PARADISE CHEVROLET 31400 CASINO DRIVE LAKE ELSINORE, CA. r e hrcm tee fcv li `` I `Ll i ci tfr14 Acwntr —o, 111 5a [1111 1! fl[ 1 111 Llll IIIfI [1 I11f1 IIIt1[ 11111/1/ 1111 PIS 111 -1s11 CONSULTANTS J.S. DYER 6 ASSMIES W. F I, E a71 147 CARPI.RA NS VI. PNM L "tl4) 6FP -71'1! rAI '•; 1,17 -D11J A° aH•wIa ..o w:+[1• W.nIe.1 •aa[•IaID 14A01acwsnmrtFiroa:alr .aD .aslelwo .a. s Dro' .ac •75ocart> +c •XD I.c s41a ... MOi 7[ pW„CATFD. VDED R 660.0501 YTMPI IHL Wass w.trt. w,I¢II' a as oaA An .ssoc. w:. JLEE O1LF DETAILS QQOfESSI q o EQEr S./) 1 PROJECT NUMBER. 96017 CONSTRUCTION ISSUE DATE. MEETUMBER. S15 SCALE: tA• _ 1' Q' DRAWN BY MR OT DATEi, I1 96 1 1/4- X 41/2* STRAP HINGE CONNECTOR PURUNS PER PLAN SEE ROOF PLAN, EACH SIDE W/ 9 1"11 M.B PER SCHEDULE EA. END O '7' ONLY DAR CONNECTOR INTO TOP OF BEAMS 4 X B FRM'G UNDER MECH'L 11 /1 EO•y EO. 11 /7 4• O /C B" A A UNIT CURBS,(2 X 4 %1 O 24' HINGE CONNECTOR I BRACE CONNECTION MIN BEND PULE 10 CLEARHW' MGR. ELSWHERE) PER 5/S13 AS OCCURS PER HINGETYP. PUN I• I - - -MECH'L UNIT ., .}- _ A 0•. +A 0 0 0 0 PLAN - i NOTES: 1/ SIDE PLATES 8: CAP PLATE: 1) MECH'L UNITS SHALL BE LOCATED AS INDICATED ON 4 - 3/+ 0 MB. 3/4 O 51 /e % /. X(-, L 8 'L' 1. ROOF PUNS. 2) MAXIMUM OPERATING WEIGHT OF UNIT SHALL NOT /4 11 /A. O 83 /1 X GLB MARK TYPE 'L' BEAMS PER PUN OEXCEEDTHATINDICATEDONROOFPLAN. •: OLUMN PER I EJ 3) 4 X B FRAMING. SHALL BE LOCATED UNDER CURB OF PUN A "MNCSi 5' MECH'L UNIT SIZE AND WEIGHT OF UNIT SHALL BE NOTE. SLOPE COLUMN CAP WITH BUM SLOPE TO B VERIFIED PRIOR TO FRAMING. PROVIDE UNIFORM BEARING ir BEAM HINGE CONNECTIUR FRAMING AT MECHANICAL UNITS 3O COLUMN CAP AT CANTILEVER 4O U y ? MARX STRAP NO. NAILS n STRAP 2 R0045 OF LENGTH EA END PURLIN PER T - I X lard CAL." S "RAP _ 0 • ` (y PUN , 1 BOUND. NAILING— 0 4 •I7 \ 3 W/ 1U0 1.148'P ) PLYNCOD A 24 12 - (1 n Z 4X TOP PLATE W/ PROVIDE EDGE NAIL14G (E.N) 10 3 X S•IFFENERS ]/2 A A.B O 24' NA LS THRU PLYWOOD B 3<' 18 • BOUNDARY NNUNC• WHERE STRAPS ARE REOUIREO PLYWOOD SHT'G. ( S Q OVER STAAP; —1 k STRAP C A{ 2E • • • 4 • 'l i 0/% DAP PUTS 1 p MAX 1" -Y;tIY O Ag p/C i WIDE % {aGA. CA STRAP AT 4 X, 37/11 X PURLIN EDGE Oi 2 -' /:. M S71Fi'ENut IN WHERE OC VRS PEP PLAN - PURLIN 5' 1 3 X 3 X 6'. — r WINGER EDGE OF BEAM -- 1 GAOVIDE AD 6'. EDGE ~- SIMPSOIf $TRAP WHERE - 000URS PER PLAN. STRAP 630. NAILS $TkAP / - EACH SIDE OF A COL. SIMPSGN _r MGR. A: \ SEE crHEOULE / W1PK ° SVB- P JRUNS PURLIN LENGTH U. END p BEN % BEAU PER PUN PER PUN 7, - Cp PED PORTIO'. OF - 1-5 /e"• • 1' 3, STIFFENERS OSNPSOVHANGERPURLINPERE2612 • - t, VERTICAL LEG BENT LAG /90 THRU BOTH STAAP W/ E.N. Go Al 31/6. GLR PLAN (BOTH S:DES) F 36- 1B • • • • c - BACK L 3 X 3 '•. NOTES GLT AT 11/7 ..] k URGER GLP • • • •„1`f1 "l p l I) USE 3 X MINIMLM NIDTH HW AE 21/2. 251/7 @ SMALLER GLP GLB PER PLAN G IB" 26 MARK STRAP TYPE STIFFENER WHERE NAILED HN AT 4 . W/ SPAN$ 28' k GREATER N 5% 32 11/- ^ ° ) OR BOLTED STRAP OCCURS WNP AT 4 . W/ SPAN' LESS THAN 28' 2 CA1' X IPCA. NAILED STRAP 1 PER SET, 88/53 NOTE AT 27/2 X PURLIN NOTE: WHEN "S. IS t• 6 ( 2) STRAP REQUIRED ONLI IF NOTE. STRAP REOUIPEC, EDGE OF 1Y' OR INOT .ANGLEETTERISDESIGNATEDPURLINBRACINGNOTREQUIRED 4r H HC SEAT HAVE ONLr 6 "LErtLR" ' BEARING IS SPECIFIED `EDGE OF BEAM r4 SUB -PURLIN AT PURLIN O PURLIN AT BEAM SO PURLIN ADJACENT TO COLUMN CAP 9O 10 1 'MTT286 STRAP U SIGE tJ W/ 4 -1 /ie M.B INTO SPACERS P BE LOUT[ O CEN7rRUNE OF BM.) 5/ s A.B. 6 YIN EMBED lYP Y ' CONTINUOUS 2 CLR. 4-1/2' PA72S W/ r 'PAT23' W/ 3- 1 GLU -UM BEAM 8' -0" 0,'C V.N O. 1 /Y0 M.B. O 6" MIN. EMS —REBAR M.B O F MIN -- i Y CLk. 48' 0/C O PA- TOP OF SHT'G _ 1Z 12" E 13• - (I -EA. SIDE) PAM. O TOP OF SHT•G • ED DISTANCE BETWEEN PURUNS _ ELEVATIONB.N B• BLOCK WALL t E N : SOLID GROUTEDS.N n ELEVATION !3' 87 e" 6 WHERE g' 97 1 n PER PUN \ FOR 48" 1 ADO 05 X IB' LONG 6'1• : PER PUN SPLICE t &ET OF NOTCH OCCURS (i)- ° • • NOTE: 6.12.42 LG 1 -3/4 A M SPACER BLOCKM3aAAB. 3% STIFFENERS - tt CONTINUOUS / A B 3x STIFFENER / U. SIDE GROUT SOLIDCl - EA SIDE J SHALL RECGYE f' REBA't AT PA' TIES c e AFTER PLACEMENT A 48' O,rC PLYWOOD EDGE _ OF BEAM -- 4X PL "UNJ - O O i,• 0 NAILING (E.N.) , IS 0 0 'SIMPSON P y . PER PUN CHORD BARS HANGER 'J 1x6 LEDGER W/ TYP STIFFENER -- _ -}I— LS % 3 % I/2 % 12 SIMPSON Hw" --2 - y5 PER PLAN 17,,Frf a.8 O 3/16'" W/ 3 - 636 x 12" f 4X10 MIN. LEDGER W/ 1X6 LEOCER - CHORD BARSMANGER3/4" A A.B AS SHOWN W/ - 3Y 0/C MAX, WELDED TO ANGLE 1X10 LEDGER- STD CUT WASHERS ( 5' _ GLU -UM BEAM (G MIN. EMBED.) MASONRY WALL PER PLANMIN. EMBED. INTO MASONRr) i5OI6" O/C EACH 1//' SIMPSON 'HGLB' FACE EXTEND 70 TOP4SIDEPLATESW/ — OF WALL WHERE BEARING Y •,. 2 - 3/4-JO M.B. SLAT DOES NOT IMPEDE ITS CONTINUITY 2 -07 X 60" LONG • •, „I, 4X TOP PLATE W/ 59 iPL' PEN 7/610 :.8. • 24” B.N. 314' THICK PLATE Fl 4 A`ti g _ 0` BT, U 9DE _ p 0/C OAP PLATE 'HDSA' U SIDE Of WOOD NAILER SEE PUNS 1/i %r PL. W/ 4- A C T I EA PURLIN (4 -TOTAL) 1'• M. BOL75 T.• O SEAM SNA•MMAX. 1' (CENTER ON SHALLOWER 1/4 0 1EAIARr NAIL ,.. I. .r PURLN) WOOD MEMBER y'I 1/2" THICN X S' PL. 1/4 SEC PLANS „q i. TOP B BOTTOM YEI - - 4 4 _ 23% "o M.B. ,.I I, 0 0 0 %3X3/e ED AND BENT. VIDE AT 1ST PURLIN PURLIN ', H SLOE OF COL. PER PUN 4X PURLINS = 51,_HWr' y((,p, , B PUW / PER PLAN. CppfD PORTXO)OF 4• 'SIMPSON HW ---JJJ TOR ADD'I. INCO. PL. 1/2" X B' X 1' -Y • 1 VERAL LEO THRU HANGER SEE OCT. 1'. /513 LEDGER - H PLAN MASONRY WALL SEE PUNS SECTION ( 18 g 19 O ow L DATE DESCRIPTION OAPY 3/11 EDGE DISTANCE 1416 FOR A.L. NA'l5 WNP HCR PURLIN QQOfESSlO,y¢ h .y 24 Ca G 0 99 # srq/ UCNQ'ceEI1Fi CHEVROLET PROJECTTITLE: LAKE CHEVROLET IAKEO CASINO DRIVECASE II Wk 1111 $A mll 111 f1L 1 141 111111 IIIEI to 11111 1 n PANEL EDGESS TGU- .•IRAL u:N L E 116 2142 CARRfRA TUSIW. CA 92 TEL. 0'4) 009 -06511 FAX (AI) 1132 -91163 Nl plWN45 AAP IN1T1 Wll'AM IF•LYIIAr 1• oroOHSmurtTIEaRCW1AANDL•1NOAl110 tl0w O S 11r(R NID ASSODAIES. 4K. AIA1 M 11AI[ Wr Rot x ouHlullo. usln a awnxo w11m11r pPpESI WMrtM <p6011 OF !9 (MO AND Ms.. WC. W ' i er1A flR A00P116 .t .LL 100! 110010 Y SHEET TITLE: DETAILS PROJECT NUMBER 95005 CONSTRUCTION ISSUE DATE: SHEETNUMBER: S13 SCALE: I/T a 1' -U DRAWN BY: MR PLOT DATE:I1 I ) 96 y .• MJTETIMEDNTE fNWILING (F.NJ HEADER - A :' •, •. ` PARAPETCONDITION OR MORE - RAFT0 I 1 /y' STRUCT. i I IPLYWOOD PI (32/18` FACE GRAIN PARALLEL JOIST NOR. •- 5 PL7 OR A/! CD -X 10 STIFFENERS PLYNOO_• EDGE NAIING JOIST OR PI (42/:`:• PER PUN E.N.) RAFTEP NO' WU1) PLYCO TO BE INSPECTED PRIOR TO COVERING. PLYWOOD B.N. 2) USE 10d PLYWOOD NAILS, 9 GA.( .1460 ) % 21 /pe Li. fI 11 'ALL AROUND OPENING 1/1 PLYWOOD k 2-,I LG. O J/i PLYWOOD'N/ 5/16'0 HEAD. (PENETRATION IN'O FRAMING MEMBER . 1 %.) 3) STAGGER NAILS WHFN ;TAIL SPACING IS Y 0/C PLAN OR 2,2 0/C 21 PANELIZED ROOF PLYWOOD LAYOUT (DI OPENING FRAMING 2O 1 1/4- X 41/2* STRAP HINGE CONNECTOR PURUNS PER PLAN SEE ROOF PLAN, EACH SIDE W/ 9 1"11 M.B PER SCHEDULE EA. END O '7' ONLY DAR CONNECTOR INTO TOP OF BEAMS 4 X B FRM'G UNDER MECH'L 11 /1 EO•y EO. 11 /7 4• O /C B" A A UNIT CURBS,(2 X 4 %1 O 24' HINGE CONNECTOR I BRACE CONNECTION MIN BEND PULE 10 CLEARHW' MGR. ELSWHERE) PER 5/S13 AS OCCURS PER HINGETYP. PUN I• I - - -MECH'L UNIT ., .}- _ A 0•. +A 0 0 0 0 PLAN - i NOTES: 1/ SIDE PLATES 8: CAP PLATE: 1) MECH'L UNITS SHALL BE LOCATED AS INDICATED ON 4 - 3/+ 0 MB. 3/4 O 51 /e % /. X(-, L 8 'L' 1. ROOF PUNS. 2) MAXIMUM OPERATING WEIGHT OF UNIT SHALL NOT /4 11 /A. O 83 /1 X GLB MARK TYPE 'L' BEAMS PER PUN OEXCEEDTHATINDICATEDONROOFPLAN. •: OLUMN PER I EJ 3) 4 X B FRAMING. SHALL BE LOCATED UNDER CURB OF PUN A "MNCSi 5' MECH'L UNIT SIZE AND WEIGHT OF UNIT SHALL BE NOTE. SLOPE COLUMN CAP WITH BUM SLOPE TO B VERIFIED PRIOR TO FRAMING. PROVIDE UNIFORM BEARING ir BEAM HINGE CONNECTIUR FRAMING AT MECHANICAL UNITS 3O COLUMN CAP AT CANTILEVER 4O U y ? MARX STRAP NO. NAILS n STRAP 2 R0045 OF LENGTH EA END PURLIN PER T - I X lard CAL." S "RAP _ 0 • ` (y PUN , 1 BOUND. NAILING— 0 4 •I7 \ 3 W/ 1U0 1.148'P ) PLYNCOD A 24 12 - (1 n Z 4X TOP PLATE W/ PROVIDE EDGE NAIL14G (E.N) 10 3 X S•IFFENERS ]/2 A A.B O 24' NA LS THRU PLYWOOD B 3<' 18 • BOUNDARY NNUNC• WHERE STRAPS ARE REOUIREO PLYWOOD SHT'G. ( S Q OVER STAAP; —1 k STRAP C A{ 2E • • • 4 • 'l i 0/% DAP PUTS 1 p MAX 1" -Y;tIY O Ag p/C i WIDE % {aGA. CA STRAP AT 4 X, 37/11 X PURLIN EDGE Oi 2 -' /:. M S71Fi'ENut IN WHERE OC VRS PEP PLAN - PURLIN 5' 1 3 X 3 X 6'. — r WINGER EDGE OF BEAM -- 1 GAOVIDE AD 6'. EDGE ~- SIMPSOIf $TRAP WHERE - 000URS PER PLAN. STRAP 630. NAILS $TkAP / - EACH SIDE OFA COL. SIMPSGN _r MGR. A: \ SEE crHEOULE / W1PK ° SVB- P JRUNS PURLIN LENGTH U. END p BEN % BEAU PER PUN PER PUN 7, - Cp PED PORTIO'. OF - 1-5 /e"• • 1' 3, STIFFENERS OSNPSOVHANGERPURLINPERE2612 • - t, VERTICAL LEG BENT LAG /90 THRU BOTH STAAP W/ E.N. Go Al 31/6. GLR PLAN (BOTH S:DES) F 36- 1B • • • • c - BACK L 3 X 3 '•. NOTES GLT AT 11/7 ..] k URGER GLP • • • •„1`f1 "l p l I) USE 3 X MINIMLM NIDTH HW AE 21/2. 251/7 @ SMALLER GLP GLB PER PLAN G IB" 26 MARK STRAP TYPE STIFFENER WHERE NAILED HN AT 4 . W/ SPAN$ 28' k GREATER N 5% 32 11/- ^ ° ) OR BOLTED STRAP OCCURS WNP AT 4 . W/ SPAN' LESS THAN 28' 2 CA1' X IPCA. NAILED STRAP 1 PER SET, 88/53 NOTE AT 27/2 X PURLIN NOTE: WHEN "S. IS t• 6 ( 2) STRAP REQUIRED ONLI IF NOTE. STRAP REOUIPEC, EDGE OF 1Y' OR INOT .ANGLEETTERISDESIGNATEDPURLINBRACINGNOTREQUIRED 4r H HC SEAT HAVE ONLr 6 "LErtLR" ' BEARING IS SPECIFIED `EDGE OF BEAM r4 SUB -PURLIN AT PURLIN O PURLIN AT BEAM SO PURLIN ADJACENT TO COLUMN CAP 9O 10 1 'MTT286 STRAP U SIGE tJ W/ 4 -1 /ie M.B INTO SPACERS P BE LOUT[ O CEN7rRUNE OF BM.) 5/ s A.B. 6 YIN EMBED lYP Y ' CONTINUOUS 2 CLR. 4-1/2' PA72S W/ r 'PAT23' W/ 3- 1 GLU -UM BEAM 8' -0" 0,'C V.N O. 1 /Y0 M.B. O 6" MIN. EMS —REBAR M.B O F MIN -- i Y CLk. 48' 0/C O PA- TOP OF SHT'G _ 1Z 12" E 13• - (I -EA. SIDE) PAM. O TOP OF SHT•G • ED DISTANCE BETWEEN PURUNS _ ELEVATIONB.N B• BLOCK WALL t E N : SOLID GROUTEDS.N n ELEVATION !3' 87 e" 6 WHERE g' 97 1 n PER PUN \ FOR 48" 1 ADO 05 X IB' LONG 6'1• : PER PUN SPLICE t &ET OF NOTCH OCCURS (i)- ° • • NOTE: 6.12.42 LG 1 -3/4 A M SPACER BLOCKM3aAAB. 3% STIFFENERS - tt CONTINUOUS / A B 3x STIFFENER / U. SIDE GROUT SOLIDCl - EA SIDE J SHALL RECGYE f' REBA't AT PA' TIES c e AFTER PLACEMENT A 48' O,rC PLYWOOD EDGE _ OF BEAM -- 4X PL "UNJ - O O i,• 0 NAILING (E.N.) , IS 0 0 'SIMPSON P y . PER PUN CHORD BARS HANGER 'J 1x6 LEDGER W/ TYP STIFFENER -- _ -}I— LS % 3 % I/2 % 12 SIMPSON Hw" --2 - y5 PER PLAN 17,,Frf a.8 O 3/16'" W/ 3 - 636 x 12" f 4X10 MIN. LEDGER W/ 1X6 LEOCER - CHORD BARSMANGER3/4" A A.B AS SHOWN W/ - 3Y 0/C MAX, WELDED TO ANGLE 1X10 LEDGER- STD CUT WASHERS ( 5' _ GLU -UM BEAM (G MIN. EMBED.) MASONRY WALL PER PLANMIN. EMBED. INTO MASONRr) i5OI6" O/C EACH 1//' SIMPSON 'HGLB' FACE EXTEND 70 TOP4SIDEPLATESW/ — OF WALL WHERE BEARING Y •,. 2 - 3/4-JO M.B. SLAT DOES NOT IMPEDE ITS CONTINUITY 2 -07 X 60" LONG • •, „I, 4X TOP PLATE W/ 59 iPL' PEN 7/610 :.8. • 24” B.N. 314' THICK PLATE Fl 4 A`ti g _ 0` BT, U 9DE _ p 0/C OAP PLATE 'HDSA' U SIDE Of WOOD NAILER SEE PUNS 1/i %r PL. W/ 4- A C T I EA PURLIN (4 -TOTAL) 1'• M. BOL75 T.• O SEAM SNA•MMAX. 1' (CENTER ON SHALLOWER 1/4 0 1EAIARr NAIL ,.. I. .r PURLN) WOOD MEMBER y'I 1/2" THICN X S' PL. 1/4 SEC PLANS „q i. TOP B BOTTOM YEI - - 4 4 _ 23% "o M.B. ,.I I, 0 0 0 %3X3/e ED AND BENT. VIDE AT 1ST PURLIN PURLIN ', H SLOE OF COL. PER PUN 4X PURLINS = 51,_HWr' y((,p, , B PUW / PER PLAN. CppfD PORTXO)OF 4• 'SIMPSON HW ---JJJ TOR ADD'I. INCO. PL. 1/2" X B' X 1' -Y • 1 VERAL LEO THRU HANGER SEE OCT. 1'. /513 LEDGER - H PLAN MASONRY WALL SEE PUNS SECTION ( 18 g 19 O ow L DATE DESCRIPTION QQOfESSlO,y¢ h .y 24 Ca G 0 99 # srq/ UCNQ'ceEI1Fi CHEVROLET PROJECTTITLE: LAKE CHEVROLET IAKEO CASINO DRIVECASE II Wk 1111 $A mll 111 f1L 1 141 111111 IIIEI to 11111 1 n CONSULTANTS' J.S. DYER 8 ASM11ES W. TGU- .•IRAL u:N L E 116 2142 CARRfRA TUSIW. CA 92 TEL. 0'4) 009 -06511 FAX (AI) 1132 -91163 Nl plWN45 AAP IN1T1 Wll'AM IF•LYIIAr 1• oroOHSmurtTIEaRCW1AANDL•1NOAl110 tl0w O S 11r(R NID ASSODAIES. 4K. AIA1 M 11AI[ Wr Rot x ouHlullo. usln a awnxo w11m11r pPpESI WMrtM <p6011 OF !9 (MO AND Ms.. WC. W ' i er1A flR A00P116 .t .LL 100! 110010 Y SHEET TITLE: DETAILS PROJECT NUMBER 95005 CONSTRUCTION ISSUE DATE: SHEETNUMBER: S13 SCALE: I/T a 1' -U DRAWN BY: MR PLOT DATE:I1 I ) 96 I I I T i I-) PJ F.N, 3M NAILER W/ 2 -3/4 "6 PER P AN 4' 12' r SIDE , HD" PERBEAM (4 EACH \ Y. - - 2 - 2cB TOP R'6WELDEDSTUDS \ A t/ SIDE OF DRAG BEAM (A -HO'6 I.. ( ySQYP. TOTAL DCR A55Y.) SX' 2- SIMPSON 'MST60' vi )DA of / LEDGER TO GLB AND MEMBER 4. 7. - SEEEPLANSM f'- -' ^' «° _ _ _. .__. _. SIM 7 ' OA TYP. C' 1 ' ,•/ l .T SIM. ALL LEDGER SPLICES SEE PLANS r • E.N. SEE PLAN -- E • • _• •- • • • •, v 11e NBE STEEL S %5x / fd ( 2 - 7%6 TOP R'e 2- SIMPSON 'MS160' LYE SEE PLANS n2 5 O 48" O/C7% TUBE STEED 5 / J / F 1 ._• L________. - - ________a I LEDGER TO GLB AND A I - \ \ % AU LEDGER SPLILES JOISTS SEE L •. _ SIMPSON 'CBBB' TUBE STEEL 5x5 %3 /TD AU LEDGER PLANS •2% BLK'C CONT. SEE It AM B I I (A307) THREADED ROD_ T PLYWOOD SEE PLANSyLtIIPERSCHEDULE /B9 M.B., 1YP. " H2.5' • 4B' 0/C - E.N T! I I TIGHT IT STRUT MANGER -SEE ,S° e I 2% BLK'G CONT.- \ / , JOISTS SEE B61 O / M.e. IN Y LG. VERT. I I AGAINST BEAM PLAN FOR DETAIL PLANS 7 - v„w nwca— • OACONN. PER 11 MARK TIE ANCHOR EA, SIDE) N0. BIILTS PER HD. THREADED ROD N0. ANCHOR ASSY'S 2 %6 STUDS O 16' 0/C 40 18A TYP. I AM. I Hz p JB" 0/C E. N. 1/' B.N. pE3 i A HD -BA' 3 7/e0 ONE 2. BLK'C CONT. R R C866' 16d O 4` 0/C QRpFESSIpy CA' PL I/ - x 2x6 STUDS O 16- 0/C T1 VT )',0196 c, I B HD -BA' 3 T/it TWO A IS. DYER A ASSOCIATES N ST R UC:I JRAL ENGINEER' 2147 CAAROA TJSTIN. CA 976M TEL (714) 669 -MM TA% (714) 632 -6667 SIMPSON 16 AL __ _. — — — — — — MST60' SHEE' I,fLE'. DETAILS 2x6 LEDGER W/ T.S. COLUMN SEE PLANS g N' J SCALE: )l' _ ), -v S16 10d O 3. 0/C B.N. 4% NAILER TOP k 2- SIMPSONLEDGERTOGLB AND I6d O 4' 0/C I I BOTTOM W/ 3/26 SHEARWALL TYPE JI lAP k NAIL W J -16d TYP. ALL LEDGER SPLICES TUBE STEEL COLUMN SPERPLANS A;Y 4% 31 /j I.G. STUDS O SEE PLAN UESCRIET10N y O48" r,earN DRAG BEAM TIE 2 2 %6 STUDS O 16' 0/C 0/C Hz p JB" 0/C PLYWOOD SEE PLANS pE3 I 2. BLK'C CONT. JOISTS see PLANS QRpFESSIpy CA' PL I/ - x 2x6 STUDS O T1 VT )',0196 CTS `Q CHEVROLET PROJECTTIRE: PARADISE CHEVROU 31400 CASINO DR; q LAKE ELSINORE6 W 1; un 1E Lem t. a t¢ E fu1.91.11.91.1 Tna4 uw A IS. DYER A ASSOCIATES N ST R UC:I JRAL ENGINEER' 2147 CAAROA TJSTIN. CA 976M TEL (714) 669 -MM TA% (714) 632 -6667 ALL DM.%6T05 ANI -TAN WRAIAL Ai7(AREY N aoKmTUIE TKE O%,olAC AIID —W.0 T I 51/2 % 01/2 16" 0/C ci1 7 - iN':. F ACCOh1PA!1Y SHEE' I,fLE'. DETAILS 2x6 LEDGER W/ CONSTRUCTION ISSUE DATE: g N' J SCALE: )l' _ ), -v DRAW BY: MR LOT DATC11 )) 9() S16 10d O 3. 0/C B.N. 4% NAILER TOP k 3 -16d EA. STUD I6d O 4' 0/C 3 -I6eBOTTOMW/ 3/26 SHEARWALL TYPE JI lAP k NAIL W J -16d TYP. TUBE STEEL COLUMN SPERPLANS A;Y 4% 31 /j I.G. STUDS y, • 3 NAILER F SIDE 16 O 24 O/C 2 %6 SUB- PURLIN IN SILT P. TUBE STEEc HU HANGER EACH END n 2x SOLID BLKG. I BEAM T'H O O 3 BAYS (6' -U ") I I 3 /IG PLANS N U. 24a 0/C O PHEANWALL PER PLANS - f 1/4 THK )I I I HANGSMANGER L._ TRAP THICK BASE PL. WO. % 72 LO0/C I IW/ 2-S /e6 A. BOLtS I 16tl O '/ 1X/12" 12" LONG I ( STAGE. O . 0 /C) I I I BEAM SE.E PLANS 6 %10 HEADER AT WINDOW 2z4 STUDS O 16" 0/C BRACE O 2 p TUBE STEEL COLUMN I COLUMN BEYOND I I BEYOND 0/CV2RSTUDWALLBEYONDi , I DETAIL DETAIL B DETAIL C E.N. / SIMPSON 35" EA. STUD 1 O 4B' O/ UD O II W/ 3-1EA. ENO fx 1 D t 1 414. I'I C l r ry . 1 F i I. h + ICY. T Arrnovm TOPSCOTTfA7FIK•FAI5 & /6SSOCIATCS. INL rV r BY "TE _ Ic I enpo: alyea l Ovalll . Pplic', I,la :iIY a7n, i,!t E o• H f I )' 1 2 3. 4 .5 7, g 9 10 O DA _ UESCRIET10N y QRpFESSIpy T1 VT )',0196 CTS `Q CHEVROLET PROJECTTIRE: PARADISE CHEVROU 31400 CASINO DR; q LAKE ELSINORE6 W 1; un 1E Lem t. a t¢ E fu1.91.11.91.1 Tna4 uw CONSULTANTS IS. DYER A ASSOCIATES N ST R UC:I JRAL ENGINEER' 2147 CAAROA TJSTIN. CA 976M TEL (714) 669 -MM TA% (714) 632 -6667 ALL DM.%6T05 ANI -TAN WRAIAL Ai7(AREY N aoKmTUIE TKE O%,olAC AIID —W.0 T I 1S. 0179 Y —x% 41C. AIO 11[ SN[ M' ACT E ou"K A". 95[D OR OSCL ID 4."wT 1 Ex49ISS -M COMSMT O JZ DM YD AIOD M AS AAf Ab A41CON1A K ILL LIMN 16ltH ci1 7 - iN':. F ACCOh1PA!1Y SHEE' I,fLE'. DETAILS PROJECT NUMBER 9500 CONSTRUCTION ISSUE DATE: SHEETUMBER: . SCALE: )l' _ ), -v DRAW BY: MR LOT DATC11 )) 9() S16 I tAT; h 1 ./ •' 1 1 1 , Tt JI i )' +' , yi • , H F t,TI v } .{•[ ` aq i\ t G, 1.^i'-,1 y...r "" ,T., r, a ,1 t Ell L •Atisi 1 Il. i w!." s t'h A' •oY i 4L. STUD *ku r y,. ` .7 nr sFi r:.,rL, .L¢ fbK.. }) < ry. .Yrr,' i` .i•e X, •r• ....^•" ) ry''.I ` r A•7,/y 1 s,.;l, 7+7a. r . /•, At 'Mt ::T•a. + .fy ; SEE rn •r r4:,, . , b( r • ` i+r' It'!' t T1, R -RX4 TOP. PLATES 2- • BYSTeO• 0.4 PLANS h13.S•Ai ;4 Ox t " '1yr)1 I .;, •'NI'ir dy.. r) )SS , BC[pJ1Fl R4 0/C 24 Oi• Y1pOD ,SEE %LUIS .. r S• ILy ' IM' . Vlr } E B.N. ..>1l. PLYWOOD BEE FT.ANSBJI. I 4 e. ng •i' 2 - 2.4 TOP R'W , 'AJ4' EACH .. EACH t • . . >. YI• ,1•:.Y ,. .'NR.S 111 0/C RFD( (a.D SLOE EA STUD" 910L E6 SND } 11 .. , ``, _ • Vol, r A .All 1E00ER SPLICES 'H2.6' AT • -•^'1 rI - 3-160• t(;•, AjB•' 'F•SIA I 1 B.N. SEE PLAN 'HR.S' AT ALT d M. BOLTSR4' 0/C RAFTER SEE'. t ' PLrwoop SEE PLANf 24• off''" I PLANS y /'•2X411RIItE k PLYwopD SEE PLAws 'nz Y • 4e• o/c - . ' R 3 ) 0 s 160 • 3. 0/C PLAN6 2A KWO CONT. GL8 SET. PLANS- 3/,79 PURUNS SEE PLAN PPL11AlJ11S - n ill'itl(Q t t• '" y, I.2X RAI BEE %TINS N ,L LAG • SR• + 16d • J' 0/C AT SHEAR LL- / BN. 2X4 STUDS 1. q 2X4 • B' -0' 0/C LAP 2%4 BTUOS• t 2 %4, 4' -0•.O C LAP. "/f x 1/i K. EA. 0/C (r EMBED) Id' O/C AND AIL W/ J -160 1e` O/C AND NAiI W /.TBd SIDE OF BEAM W/ 7/ SIIEZ-1-11ALL 2%6 CONT. LEDGER W/' ° • tb • 496 EACH END EApt END 2- /p • Y. BOLTS SEE1J1SLOTTEDHOLE 2 -16d EACH STUD _ _ _ - 2 -2X4 PUlE9 2 -2X4 PLATES I a0 14. O .: O. T PLAN 2%6 SiIIDS 0 16. 0/C 2X6 STUDS • 16' 0/C 2x BLKG • SHEARWALL IRE ® _ GLB SEE. 4y. T' ! 4r 0KG 2xe STUDS •'16' 0/C h66 • T6` 0/C .I 4 Y CLR. PLMIS , 2- ANGLE 4X4X /6' Y CU. SEE 9 •MST24'. AA. TO -LASHING SIN, STUD • 4r ENOS BIND. NAA.elfi 2' CR. r 7 /yp +_.- R 1 /4•x6• CONT. W/ 2 -/6 x 4r • Y'O,/C - KMWA1} hi 7 /ts S TO NNLER J/4' MELD. Sll 6 r KOOK WKL 1 ' lii ! TYp, - B' BLOfM WALL t • 0/C f0 NW • SOLM) CR0171E0 App a x 4e' LOW 0 /µ, SCUD OROUTED 2X6 Su K W/ Idd 4x NAKM 4 6.6.1/2 CONT. FOR 4r Too 41F NOTCH O :OR 4r I PER SCHEDULE W/ 3/rd LAG BOLTS TV.. OFK. :• LYBEOEO 4' INTO OROUT SOLID 2X SILL, PL w/ 16d SAW • le 0/C AM PLACEMENT OIbfR f01N E. N. PER salEaxE i E.N. 11 OF KAM t4. i - k -- d 111010 A PLAN 2 ROWS OF S.N. .. -._ i S/rd WELDED J• ' ,I i w / • A f . 5' R1D I T y 1') • 3YO.C. LS X 3 X 1/2 X IV MANS I I / t p V B 3 3/,70 TYP ( w 3- M X 12• COLUMN SEE tYP 3 L H C Y 71 t ! Q M. BUT AND 2 -160 • r O/C 7/ 16 WELDED TOANGLE2- ANGLE 4N4 %/d HASHER PLATE AT PLAN ., BRACT • W -O' 07C W70D ypE F KAt. / SEMI SEE PLANS 4x6CON i. SSE BUNG. W/ .). 6 . y SIMPSON - AA. /. IVY k •'%1'I•'f fIW; BEAM PER PUNS SIDE OF EA. BLOCK 3 i6 -31 IY6MElDt TO %.' 4: - Y 5111, SLOTTED HOLE dl BS • 16' 0/C EACH 1/1 S1 E PLATES Ri51R'G. EACH EA. CENTER F ... 1 2X6 STUDS • 16' 0/C STUD DIACTLY • 1/ 4- 570ES N'/«g FACE EXTEND WHERE BEARING W/ 1- I4 P Y.B. L 9 V GS WALL MBaEP BRAISING 9 OF HOLE 2 - 314.0 Y B. SEAT Di NOi SEAT DOES NOTIMPEDE .; MBE 5 ITS CONMXTY 0 . fir ITS CONTINUITY J01515 PERPENDICULAR TO STUD WALL em cam TM. 1 2' CLR e• f , FOR ADDITIONAL -PUNUN PER PLAN Of i ` k 2. CLR { aY CLR. '4 }• I /1 BEAM sEE PLANS INFORMATION pURIWg I" PLAN w S N" !/ 6 M.e. w/ WASHER SYPSO.1 'l9• HANGER RISE) D ', A 7 1 'NW' NAIICFR ((SKEYI HMiOER CCC PLATE 4T LR>Op SIDE HA4MR WIEK ,y r BLOCII WALL GUS PER PLAN 1 WHERE ot7c11RS> \ t; 2• CLR SOLID OROUIEO ' B6 NAINPIN Tc oL.Wm »a FLAR! \ ! /jf FIWefOD SB[ Vlis FOR 1•' i l 'PA1M2S' ARWITD STRAP BAN. BAL ".-It / r '- 719. BAR TO i I , NUL NAI •$ . r AM 05 X 411' LONG BTM. K K. n TOO OF NOTCH R' L 4. - - . GROUT SOLIDi ® ti GROUT SOLID 1 i 'i AFTER PLACEMENT /• 1 4•._." r AFTER PLACEMENT - OL BEAM ,' •', • J OF BEAM GUSSET EACH SWI/SON .P 4r ' 7 M I I S M OOLURL FULLY NAM 6E/4 . 6/ d M. B 1! LS X 3 S 1/2 X IV 7/16 • s ' /4 •U' PATE W/ / 4 / ''•" • Soo /c Mw. . t W/ 3 - B6 IT 12• 2-3/j-8 M. 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