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Home My WebLink AboutZ-5750 Map 6• 8 1/2' EAVE MEMBER 5 0 I A307/BOLTS_)��J. d (2) 1/20 X 1' A307 BOLTS PURLIN CLIP GC4 1 1/a• . PURLIN I AKE RAFTER RAKE RAFTER ENDWALL PURLIN HOLDBACK DETAIL ROOF PURLIN DETAIL (ALTERNATE) ACE WITHG(4)BR 20 X i 4A 34 A307 BOLTS i 6 1/2' EAVE MEMBER 1/20 X 1 1/2' A325 BOLT WITH .fi �.� F. WASHER (BOTH SIDES) DETAIL 4 34 �•- RAKE RAFTER I B +D DETAIL 3 34 ENDPOST—E, SIDEWALL� l GIRT 1/z o x 1' A307 BOLTS DETAIL 2 134/ 3/40X 1 1/2' A325 BOLTS• WITH FLAT WASHER (BOTH SIDES) BASE ANGLE BA (BASE GIRT OPTIONAL] (FIELD LOCATEL! 13/16' DIA. HOLE) 'LBRACE ROD DETAIL L3/40X 1 1/2'• , A325 BOLTS WITH �FL-AT WASHER (BOTH SIDES) f__-'. �3/4 d X 1 1/2' A325 BOLTS WITH FLAT WASHER (BOTH SIDES) - —EXTENSION ANGLE QC1 OR QC2 OR QC11 SEE SCHEDULE AT RIGHT 1/2 Pf X 1' A3p7 BOLTS 1/2(hX 1 NDWALL 112' A307 BOLTS GIRT CLIP QC5 4 —BRACE ROD WITH HEX NUT, FLAT WASHER 8 HILLSIDE WASHER BASE C QC4 1/20 X1' A307 BOLTS ASE CLIP QC4 ANCHOR BOLTS BY OTH ■r. —"-, 7��- DETAIL _ ANGLE riA E GIRT OPTIONAL) SPLICE PLATE QC3 WITH (6) 3/495 X 1 1/2' A325 BOLTS WITH FLAT WASHER (BOTH SIDES) "�Qlzl e � , I FIELD LOCATE 13/16' DIA. HOLE a/40 X 1 1/2' A325 BOLTS WITH FLAT WASHEI (BOTH SIDES) —ENDPOST DETAIL 8 34 AKE RAFTER 3/40 X 1 1/2' •EYE A325 BOLTS BOLT WITH FLAT WASHER (BOTH SIDES) ENDPOST CE ROD DETAIL 9 34 NOTE 7'-4' GIRT IS A 'C' SHAPE TURNED UP. ALL OTHER GIRTS ARE 'Z''' 1/2 m x 1' A3p7 BOLTS Y ENDWALL GIRT ;TURN OUTSTANDING LEG DOWN) B � l e y 3/40 X 1 1W - A325 BOLTS lj�IRT CLIP QC5 DETAIL 6 34 WITH FLAT WASHER (BOTH SIDES) EXTENSION ANGLE— QC1 OR QC2 OR QC11 SEE SCHEDULE ABOVE 3/4125 X 1 1/2' A325 BOLTS WITH FLAT WASHER (BOTH SIDES) BASE ANGLE [BA E GIRT OPTIONAL) DETAIL 5 34 3/40 X 1 1/2' A325 BOLTS WITH FLAT WASHER (BOTH SIDES) --% m EXTENSION ANGLE OC1 OR QC2 OR OC11 SEE SCHEDULE BELOW ENDPOS- EXTENSION ANGLE SCHEDULE .1 ,1 ENDPOST DEPTH A325 BOLTS Y � 8 1/2' r 1 r r F GIRT (TURN OUTSTANDING i I LEG DOWN) I � I Lu 1/20 X1' A307 BOLTS ASE CLIP QC4 ANCHOR BOLTS BY OTH ■r. —"-, 7��- DETAIL _ ANGLE riA E GIRT OPTIONAL) SPLICE PLATE QC3 WITH (6) 3/495 X 1 1/2' A325 BOLTS WITH FLAT WASHER (BOTH SIDES) "�Qlzl e � , I FIELD LOCATE 13/16' DIA. HOLE a/40 X 1 1/2' A325 BOLTS WITH FLAT WASHEI (BOTH SIDES) —ENDPOST DETAIL 8 34 AKE RAFTER 3/40 X 1 1/2' •EYE A325 BOLTS BOLT WITH FLAT WASHER (BOTH SIDES) ENDPOST CE ROD DETAIL 9 34 NOTE 7'-4' GIRT IS A 'C' SHAPE TURNED UP. ALL OTHER GIRTS ARE 'Z''' 1/2 m x 1' A3p7 BOLTS Y ENDWALL GIRT ;TURN OUTSTANDING LEG DOWN) B � l e y 3/40 X 1 1W - A325 BOLTS lj�IRT CLIP QC5 DETAIL 6 34 WITH FLAT WASHER (BOTH SIDES) EXTENSION ANGLE— QC1 OR QC2 OR QC11 SEE SCHEDULE ABOVE 3/4125 X 1 1/2' A325 BOLTS WITH FLAT WASHER (BOTH SIDES) BASE ANGLE [BA E GIRT OPTIONAL) DETAIL 5 34 3/40 X 1 1/2' A325 BOLTS WITH FLAT WASHER (BOTH SIDES) --% m EXTENSION ANGLE OC1 OR QC2 OR OC11 SEE SCHEDULE BELOW ENDPOS- EXTENSION ANGLE SCHEDULE .1 ,1 ENDPOST DEPTH A325 BOLTS 8 1/2' 11 1/2' = w 10' QC2 << 12' DETAIL Lu THRU QC1 QC11 20' 12 ENDPOS QCa Y3/4 0 X 1 1/2' A325 BOLTS WITH FLAT WASHER (BOTH SIDES) DETAIL 1034 RAKE RAFTER �. 112 O X 1 A307 BOLTS I ENDWALL GIRT (TURN OUTSTANDING LEG DOWN) �-G__IRT CLIP QC6 31410 X 1 1/2' .1 ,1 /4' A325 BOLTS WITH FLAT WASHER (BOTH SIDES) DETAIL 12 34 "r H J 0 0 U. O a 7 j a rn If O Y 1 1 DETAIL A TRACK SUPPORT IELD LOCATE 2: 91'eq" H01_E3 SEE OFT. Al A307 BOLTS ENDWALL DETAILS DR. � IDATE 6-I_B5 SHY, NO. CK.-T„fd iDATEr i -as I.IEMA(Z B=ING S'YS7 SEM REY. I DATE PDESCRIPTION I P. O. ox A70 34 1l I5 -9S ,,T T We rl Rock, 11i\ SFJ 2115-0470 K J.r�LLiG i�was ( 1 i o� m4 (NOTE 3) �I W ' Q �1 w n 01 aoi (NOTE 3) Lu , I �i > J w � I v ) ; uj � r I ♦ ♦ V co: NI /Z v T z 11 y � n w it w ch 1 0 . 7-02 m (NOTE 3) = Z LLJ O fw w 1 1 ' v -10 Lu f w IQ ^i �w cliT CT it (A) I (B) = poi �1 W 12# co' I; 30# } un I 09LL300075 I 09LL300073 oI ui' >Iis 09LL300073 109LL300071 92F190806 Q w .30 , 09LL300075 n N { 1 91F190806 CII^ m I 10,,,111 133 938190446 ❑: ' �I w1J 13 1 v W M I n co T T _1777— ♦i♦ V� �/ V / �� nI I ~ Z a 1 ;Q c Iw �i♦ n I (D NT col E Z 1 �lw 6> 11� U i+ � n; !� w Z U sl �I> IQ �i ^w N r DET. DET. OC78134 FLANGE BRACE LOCATION 7134 ♦ '� Y I DET. 4134 r - OC1/OC11 --RAKE RAFTER EXTENSION ANGLE DET. GIRT CLIP QC5 ".2:34 - ENDPOST ENDPOST-- (SEE NOTE 4) O . FIN. FLR. DET. BASE CLIP 1 134. xD'-°' QC4 B.L. (NOTE 1) RAKE RAFTER (A) I (B) = LIVE LOAD W 12# 20# 1 30# } 20, 09LL300076 09LL300075 I 09LL300073 p 2509LL300076 09LL300073 109LL300071 92F190806 G W .30 , 09LL300075 09LL300072 10 LL22014 3 91F190806 92F190806 11UL200622 10,,,111 133 80 MPH �SYM. ABT. DET, r� RIDGE ENDPOST (A) I (B) = 1 2`•02PG100006 08PG140304 14 " 03PG120006 09PG160303 W 16" 04PG140006 IOPHIS0303 < 181 OSPG160005 06PH2O0303 W --- 07PH2203022O; ObPG180003 GIRT — GIRT— T BA1 GABLE ANGLE DET. \-�SEE NOTE 4) 8 4 DET. 5�4 -BA1 - - WING) GIRT (NOTE 5) 20# - 30# 1 2_ I 1__- _ �- I 92FI90806 = _ -•3 F" _--... 121: 91BI90605 14 F 91 BI90806 W W18'1 161 915190804 91F190806 91F190806 92F190806 916190806 11UL200621 20 916190805 91F190806 92F190806 SOLID ENDWALL FRAMING SYM. ABT. DET, DET (L RIDGE S. 7.341 �9C'D4 ' QC7 5'-s BA1 r r�� GABLE ANGLE DET, FLANGE BRACE LOCATION •! r i 8134 OE7 —RAKE RAFTER-- ♦ r -- _ 4 34A ♦' SPLICEQC3 7► _ PLATE ' TRACK SUPPORT — � Qct/Qc11 EXTENSION _ 05TS141146 03TS300502 0ET 05TS141146 ANGLE IRT DIRT. GIRT— QC5 G—ENDPOST '2 334 CLIP . -END (DOOR JAMB) (SEE NOTE 4) FIN. FLR. �J DET. BASE CLIP ,1134/ QC4 B.L. (NOTE 1) RAKE RAFTER I (A) ! LIVE LOAD 20# - 30# 12# + i1LL200666 0 11LL200664 11LL200662 y;2 11UL200626 11UL200624 ITUL200622 m r1 IILL200665 11LL200663 11LL200661 01251 IIUL200625 Z_ 11UL200623 11UL200621 LL I i LL200664 11 LL20D662 — S E E �30T 11,,,200624 11UL200622 SHEET 53 (CLEAR OPENING WIDTH) .ENDPOST I (A) ! C1 1 2", 02PG100006 07PG130504 =_1 4� 03PG120006 07PG150503 W '1C 04PG140006 1OPG170501 <118- 05PG160006 W 04PH190503 2 0';', 06PG1800061 04PH210502 B.L. D (CENTER) GIRT (NOTE 5) 918140806 Lull 1 2) (3) 12 93_619_0446 93F190446 j: = 14' 935190446- 93FI90446 W 16', 936190444 93F190445 W181 938190446 93F190446 93F190446� 20 936190445 93FI90446 93FI90446 34 DET. (SEE NOTE 4) \i'313 �I BAII JII BASE ANGLE DET. 5 13 15'-0' B.L. (WING) GIRT (NOTE 5) 916140806 918140806 Lull ------------ 6 91B140806 91F140806 r W 1$�; 916140806 91F140806 .,_. 20 1 915140806 91 F140806 DOUBLE SLIDE DOOR FRAMING GENERAL NOTES S!'_STIT!ITE LR 70F LL IN R;,P:E RAFTER 3. SEE DETAIL 12/34 OR 2/35. PIECE F -ARK, FOR IVTERS RIGHT OF RIDGE, I.E. 4, FOR ENDWALL ROD BRACE SCHEDULE, SEE SPEE 3.. LL „ - - - - - EECCCES _ _ LR _ _ _ _ - 5. GIRT AT 7'4" IS A "C" SH:,.DE AND IS TC rr PIECE RAI(E RAFTERS ARE "ANT11 USING _ _ LL TURNED UP. ALL OTHER GIRTS ARE "T' SHAPE 0P _ UL. LOCATE THE _ _ LL RAFTER AT WILL HAVE OUTSTANDING LEG TUR!;E5 •^I'!' THE- _ UL AT F.iDCE. r.ACLE „"GL_ AN. CAS-A'.CLE ACE FUR;!ISP.E- IC T 60' WIDE ENDWALL 80 MPH LOAD Tn d OATI 6 -I -SSR IM=.A(Z BUEDIN�JG SYSTEMS J 947E IDESCRIP7i0N I F. 0. Box 410 26 I` X Little Rock, AR 72115-0470 S MER 3u:�CE� Jab NO RAFTER FOR EAVE MEMBER CONNECTION SEE DETAIL 5/24 OR DETAIL 5A/24 6 3/4 O'X 2' A325 BOLTS (SEE NOTE 1) OLUMN �T DETAIL (FOR G/RT cgPs s�F VF t0K3 FLANGE BRACE (SEE MAIN FRAME DRAWING) t 1, (2) 1/2 0 X 1 1/2' ^ { X307 BOLTS f I 1 . r COLUMN --y i 2,- 10 7/2' DETAIL 3 BAYS OR MORE 24 e DETAIL 2 BAYS ONLY 1A 24 RIDGE (1) 1/2 0 X 1 1/2' A307 BOLTS DETAIL 3 24 RAFTER RIDGE BEAM NOTE 1 BAY TURN OF THE NUT METHOD 20' A METHOD OF TIGHTENING STRUCTURAL BOLTS IN A 25' CONNECTION, A ROTATION OF THE NUT THROUGH 1/2 30' TO 3/4 TURN FROM "SNUG" POSITION WILL PRODUCE AT 20' LEAST THE DESIRED MINIMUM TENSION ON THE -BOLT, 25' ("SNUG" IS DEFINED AS THE POINT AT WHICH THE MATERIAL BETWEEN THE BOLT AND NUT IS RIGID, DETAIL .HEAD IF POWER TOOLS ARE USED, "SNUG" WOULD.BE THE POINT AT WHICH THE WRENCH BEGAN TO IMPACT.) 5 124/ (2) 1/2 0 X 1' M A307 BOLTS S —SIDEWALL GIRT �(1)1 1/2 X 1' A307 BOLTS GIRT LAP CHART BAY LAP DIM. 20' 11 3/4' 25' 1'-11 3/4' 30' 2'-11 3/4' 20' 2 3/4' 25' 2 3/4' (FOR LAPS SEE CHART BELOW) r(2) 1/2 Or X 1'RC2) 1/2 0 X 1 1/2' � ROOF PURLIN A307 BOLTS j A307 BOLTS (1) 1/2 of X 1' A307 BOLT FLANGE BRACE (SEE MAIN FRAME DRAWING) I (1) 1/2 0 X 1 1/2' 1'-10 1/2' OR A307 BOLT V-10 1 /20ETAlL 3 BAYS OR MORE\4 JW DETAIL 2 BAYS ONLY 4A 24 3/4 Or X 2' A325 BOLT; (SEE NOTE RIDGE�6►� (1) 1/2 Or X 1 1/2' A325 BOLT WITH FLAT WASHEF BOTH SIDES PURLIN LAP CHART BAY LAP DIM. 20'112'- 11 3/4' 25''-11 3/4' 30'11 3/4' 20'2 3/4' 25'2 3/4' DETAIL L L24/ DETAIL 8 24 IN (4) 1/2 0 X 1' A307 BOLTS i I ty(EI+I�ER CLIP— GC4 (2) 1/2 X 1 1/2' A307 BOLTS l l (ALTERNATE) DETAIL \LA 24 MAIN FRAME ERECTION DETAILS ,V DATE 6_1,88 SHT. HD, �fa DATE r. -j-8,; -AGE BUnDING SYMEM 24 DATE IDESCRPTION P. O. Bo 470 PL Little Rock, AR 72115-0470 ", - m I FB3116 0 W N) FB2094 W a N i. Lu �[ V m Q ' FB4014 f WW FB3090 4 V W Z e m Q I r J LL 1 Z C4 FB4026 J 0 W L)FB3095 '> I� W Z Q I cn y FB3104 LU !�^f I> x " W - a 1 W.a V A �T COLUMN N/A - INDICATES FLANGE BRACE NOT REQUIRED, 70-80--90 MPH v PAIL SLOPE l - ----- --- - B.L. B.L. 501 WIDE MAIN FRAME 20# LL 251 BAN -� �naTe 6_I-85 EM=AGE B V MDING SYr7 EMS V.I DATE fElESCRIPTioN P. O. Box 470 " IN. I3uu Rock, AR 721ISN70 MAIN FRAME PURLIN 12 COLUMf: - RAFTER CQX 604 HQX 604 L`I .. A DILA- a DIM C 8'-11 3/8" 53'-11"15'-2 13/16" BRACE LOCATION 14' COLU41fr RAFTER HQX 61.3 CQXM. a613 D14�• 16-11 9/16"II 53-9" 17'-1 13/16" = Lu W12'-30 16• COLUMN RAFTER 6 Cox 22 HOX 622 , IM A D141- 6 1 DIM C 11/16"il 53'-7" 1119'-1 13116" jF62047 F62103 1$► COLU+.AN i RAFTER CQX 632 1 HQX 632 DIM. A Ulm. 8 .714: C 19-10 7/8" ;: 53'-5" f 21-0 3/4" =-- FB-2050:FB2106 20. COLVFAN RtiFTER COX 643 HQX 643 DSM A DIM 6 DIM. C 16-11 1116" 53'-3" r 22'-8 13/16" 501 WIDE MAIN FRAME 20# LL 251 BAN -� �naTe 6_I-85 EM=AGE B V MDING SYr7 EMS V.I DATE fElESCRIPTioN P. O. Box 470 " IN. I3uu Rock, AR 721ISN70 PURLIN BRACES PUALIN BRACE LOCATION 1 2 3 i 4) s 6 12rFB2035 I FB2035 FB2047 FB2102 FB4005 = 14',FB2040 FB2037 jF62047 F62103 FB4006 Lu 161'•FB20401 : .1F B2050 IFB2106 FB4014 w 18"FB2044 =-- FB-2050:FB2106 FB4014 ZO F82064 .----IFB2042I --- '-.1FB21071FB4015 501 WIDE MAIN FRAME 20# LL 251 BAN -� �naTe 6_I-85 EM=AGE B V MDING SYr7 EMS V.I DATE fElESCRIPTioN P. O. Box 470 " IN. I3uu Rock, AR 721ISN70 J J j c Z m W 0 N ADD OR SUBTRACT BAYS FOR TOTAL BUILDING LENGTH _ ENDWALL ENDWALL 25'-0' MAIN FRAME MAIN FRAME m 3/40 (2) 3/40 8 Hf) 2' li jl J 5' S' (2) 3/4d 7;, J 1� BACK OF INTM. POST I wi l 2• 3• T 3• 2 W ' JI T (SEE DET 6 (2) 1/29 BACK OF INTM POST _L (2) 3l40 ' t� 0 L I s ' 2) 3/40 NOTE FOR MAIN FRAME ANCHOR BOLT PATTERN (c/c SPACING) SEE ANCHOR BOLT CHART, 3. ! 2. J �(2) 3/40 w-- { ( (2) 3/40-,--,,l c ILI 81112,1 1 3• ! 5' _ 15-1 3' 1 1 2' BASIC BUILDING ANCHOR BOLT. LAYOUT w=0 .Q °I J ANCHOR BOLT CHART 18'108-2 1/2' -ca 22'1122'-2 1/2 0 WIND WIND LOADS (mph) Q Z (2) 3/ 0 12j 70 DET 2 80 DET 1 90 2 DET 1 2 1 100 DET 2 12 2011 DET 2 DET 2 DET 2 DET 2 T wwwa 301.1 DET 4 DET 4 DET 4 DET 4 1211 DET 2 DET 2 DET 2 DET 2 14 2011 DET 2 DET 2 DET 2 DET 2 2' 301 DET 4 1 DET 4 DET 4 DET 4 1211 DET 2 DET 2 DET 2 DET 2 16 2o:1 DET 2 DET 2 DET 2 DET 2 LLaw (2) 3/ 301! DET 2 DET 2 DET 2 DET 2 1211 DET 1 DET 1 DET 1 DET 2 18'2011 DET 2 DET 2 DET 2DET 2 30• DET 2 DET 2 i DET 2 DET 2 121: DET 1 I DET 1 DET 1 DET 2 20 20 DET3 DET 3 ! DET 3 DET 2 MAIN FRAME SIDEW ALL 0 1 o+a x CID BASE PLATE I BASE PLATE WELDED TO 8• ` WELDED 7p COLUMN MAX COLUMN 301. DET 2 DET DET 2 DET 2 2 I DETAIL 1 (2)3/4'0 ANCHOR BOLTS (SEE DETAIL 5 ) DOOR OPENING WIDTH I NOTE FOR STANDARD SLIDE DOOR ENDWALL ANCHOR BOAT LOCATION SEE ABOVE EXTEND APRON BEYOND OPENING 2' MIN. EACH SIDE. 1 t1 (SEE DET 6)(SEE DET 6)1 DIM "A" (2) 1/29 (2) t S O'll 8'-2 1/2' i rCONCRETE APRON (RAILROAD TIE ORTICIAL) e N DIM 'A' N FIELD LOCATED SLIDE DOOR ANCHOR BOLT LAYOUT G LENGTH ENDWALL 3'I IS 11 (2) 3/40 -1 (2) 3/40 CONCRETE APRON (RAILROA(- TIE OP TIONAL) A (2) 3/40 (2) 3/4y, BUILDING LENGTH DIM "BR J w 0 a� x U 1 jl 2'-2 1 / 2 3 cc 18'108-2 1/2' 0 0 22'1122'-2 1/2 0 28'1125'-2 112 G LENGTH ENDWALL 3'I IS 11 (2) 3/40 -1 (2) 3/40 CONCRETE APRON (RAILROA(- TIE OP TIONAL) A (2) 3/40 (2) 3/4y, BUILDING LENGTH ENDWALL if • N m c IIII m o'. I N N. �1 BUILDING LENGTH ,MMJ"/ Lt. INTM. FRAME J (SEE ANCHOR �4 J BOLT CHART) Q (2) 3/4$ w 3' 2' I LqLL Z I G W a Q 0 cr } 0 m IL LL O LLIcoL r co I '� 2' Q 01 (2) 3/40 W V (SEE ANCHOR ` I �+ 1 c . i o Q BOLT CHART) { } _1 I ccW Z I INT.. FRAME NOTE BASE PLATE WIDTH AND LENGTH SHOWN IS THE ATTATCH TO FLOOR WITH RAM -SET MAXIMUM OVERALL SIZE AND SHOULD BE CONSIDERED OR OTHER APPkOVED METHODS OF U WHEN DETERMINING THE REQUIRED SIZE OF CONCRETE FASTENING. 0 PIER FOR PROPER BEARING SURFACE. �f NOTE FASTENER SHOULD BE LOCATED 8' O AS FAR FROM OUTSIDE EDGE OF MIN. BASE ANGLE SLAB AS IS REASONABLE TO Y � BA -1 I PREVENT SPALLING. III I ''' T_ MAIN FRAME d MAIN FRAME 4 MAIN FRAME FIN. FLR. - 1 I n..• g• I ^ 5'� I N_�I_ CONCRETE APRON 9 4(RAILROAD TIE OPTIONAL) BASE ANG k� V s1DEWALL I SIDEWALL LE ATTACHMENT SECTION A S14EWALL I ar ! _ ato I I N r a BASE PLAT9_ 8' WELDED TOI MAX. COLUMN MAX. DETAIL 2 DETAIL 3 (4) 3/4'd (2).1'0 ANCHOR BOLTS ANCHOR BOLTS (SEE DETAIL 5) (SEE DETAIL 5 ) (SEE DET 6) a (2) 1/20 w 0 U3 IM `B' N FIELD LOCATED OVERHEAD DOOR ANCHOR BOLT LAYOUT X i BASE PLATE --j WELDED TO�^ 9' COLUMN MAX I DIM "BR J w 0 a� x U 10' 10'-2 1/2' x J w CID 14'1.14'-2 1/2' Q Z (2) 3/ 0 20'1120'-2 1/2' �j (2) 3N zi ¢00 J 2' Luo (D z T wwwa O°yo N=° O Q °00 0 w}} w U 2' J JJ¢ oa co I .'w< 11"Mc W"oz x (2) m OZX of LLaw (2) 3/ O I ZI _ ENDWALL if • N m c IIII m o'. I N N. �1 BUILDING LENGTH ,MMJ"/ Lt. INTM. FRAME J (SEE ANCHOR �4 J BOLT CHART) Q (2) 3/4$ w 3' 2' I LqLL Z I G W a Q 0 cr } 0 m IL LL O LLIcoL r co I '� 2' Q 01 (2) 3/40 W V (SEE ANCHOR ` I �+ 1 c . i o Q BOLT CHART) { } _1 I ccW Z I INT.. FRAME NOTE BASE PLATE WIDTH AND LENGTH SHOWN IS THE ATTATCH TO FLOOR WITH RAM -SET MAXIMUM OVERALL SIZE AND SHOULD BE CONSIDERED OR OTHER APPkOVED METHODS OF U WHEN DETERMINING THE REQUIRED SIZE OF CONCRETE FASTENING. 0 PIER FOR PROPER BEARING SURFACE. �f NOTE FASTENER SHOULD BE LOCATED 8' O AS FAR FROM OUTSIDE EDGE OF MIN. BASE ANGLE SLAB AS IS REASONABLE TO Y � BA -1 I PREVENT SPALLING. III I ''' T_ MAIN FRAME d MAIN FRAME 4 MAIN FRAME FIN. FLR. - 1 I n..• g• I ^ 5'� I N_�I_ CONCRETE APRON 9 4(RAILROAD TIE OPTIONAL) BASE ANG k� V s1DEWALL I SIDEWALL LE ATTACHMENT SECTION A S14EWALL I ar ! _ ato I I N r a BASE PLAT9_ 8' WELDED TOI MAX. COLUMN MAX. DETAIL 2 DETAIL 3 (4) 3/4'd (2).1'0 ANCHOR BOLTS ANCHOR BOLTS (SEE DETAIL 5) (SEE DETAIL 5 ) (SEE DET 6) a (2) 1/20 w 0 U3 IM `B' N FIELD LOCATED OVERHEAD DOOR ANCHOR BOLT LAYOUT X i BASE PLATE --j WELDED TO�^ 9' COLUMN MAX I DETAIL 4 (4) 1'0 ANCHOR BOLTS (SEE DETAIL 5 ) It ej LAYOU 0: a FIN. IL.R. r - ; 3' 42 314 FIN. FLR. (2) 1/20x4'f o MACHINE BOLT r' I i DETAIL 6 GENERAL NOTES I. CONCRETE, GROUT, ANCHOR BOLTS AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY OTHERS. 2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER THE A.I.S. C. (FY = 36 KSI). ANCHOR BOLT LENGTH AND METHOD OF TRANSFERRING FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. 3. DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS. 4. FOUNDATION MUST BE LEVEL,SOUARE AND SMOOTH. ANCHOR BOLTS MUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. 5. ALL PERSONNEL DOORS ARE TO BE FIELD LOCATED. 6. FIELD LOCATE SLIDE DOORS AND OVERHEAD DOORS IN EITHER END OR SIDE WALLS USING ANCHOR BOLTS SHOWN. 7. EL INDICATES BUILDING LINE (OUT TO OUT OF STRUCTURAL GIRTS). 60' WIDE BUILDING WITH 25' ROATEDESCR!IPTIO-N -� s AGRMV E BUIIIDING SYS" P. 0. Box 470 N. Little Rock, AR 72115-0470 w 2 E DIM "BR 8' j 8'-2 1/2' 10' 10'-2 1/2' x 12',2'-2 1/2' 14'1.14'-2 1/2' Q O O 16'116'-2 1/2' 0 20'1120'-2 1/2' 24'4124'-2 1/2'1 DETAIL 4 (4) 1'0 ANCHOR BOLTS (SEE DETAIL 5 ) It ej LAYOU 0: a FIN. IL.R. r - ; 3' 42 314 FIN. FLR. (2) 1/20x4'f o MACHINE BOLT r' I i DETAIL 6 GENERAL NOTES I. CONCRETE, GROUT, ANCHOR BOLTS AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY OTHERS. 2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER THE A.I.S. C. (FY = 36 KSI). ANCHOR BOLT LENGTH AND METHOD OF TRANSFERRING FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. 3. DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS. 4. FOUNDATION MUST BE LEVEL,SOUARE AND SMOOTH. ANCHOR BOLTS MUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. 5. ALL PERSONNEL DOORS ARE TO BE FIELD LOCATED. 6. FIELD LOCATE SLIDE DOORS AND OVERHEAD DOORS IN EITHER END OR SIDE WALLS USING ANCHOR BOLTS SHOWN. 7. EL INDICATES BUILDING LINE (OUT TO OUT OF STRUCTURAL GIRTS). 60' WIDE BUILDING WITH 25' ROATEDESCR!IPTIO-N -� s AGRMV E BUIIIDING SYS" P. 0. Box 470 N. Little Rock, AR 72115-0470 w 2 E GENERAL NOTES 1. THE REACTIONS ARE STATED IN KIPS. (1 KIP = 1000 POUNDS.) 2. NEGATIVE (-) REACTION INDICATES DIRECTION OF REACTION IS OPPOSITE TO ARROW INDICATION. 3. THE REACTIONS SHOWN MUST ACT ON THE FRAME IN THE DIRECTION SHOWN TO MAINTAIN STABILITY. THE REACTION ON THE ANCHOR BOLT OR FOUNDATION WILL BE IN OPPOSITE DIRECTION TO THAT SHOWN BY DIAGRAM. 4. DESIGN LOADS SHOWN DO NOT INCLUDE WEIGHT OF CONCRETE. BO' BLDG. WITH 25' BAYS DESIGN LOADS & REACTIONS 5NT. K4. REVDarE 6 13-t' /� R 6 2 5 V DATE IDESCRIPTIDN P. o. BCS 470 i it III& Ito&, M M 15-M 70 - 80 - 90 MPH WIND LOADS EAVE HEIGHT I _ DEAD LOAD+LIVE LOAD DEAD LOAD+WIND LOAD WIND LOAD DEAD LOAD+LIVE LOAD BRACED BAY EAVE. LIVE F 9.1 G7 11.0 11.0 -12.6 H 3.9 HEIGHT L,pOsAfD (t H 2 0 '� ' I -H- I 11.2 -12.5 3.1 6.2 4.5 1.8 tv 21.4 24.8 V 3.1 9.0 4.5 H MAX�V V MAX. H MAX, V fNAX. H MAX. V MAX. H MAX. V MAX. 3.6 12 9.1 11.0 8.8 -10.0 20 30 2.5 3.9 3.6 1.5 12' 20 14.5 17.3 8.8 -10.0 127.1 [_2 0__ _ 2.5 6.2 3.6 1.5 4.2 4.2 30 21.4 24.8 8.9 -10.0 3.0 2.5 9.0 3.6 1.5 9.8 X12.7 12 8.0 11.0 8.3 -10.2 3.0 2.9 3.9 4.1 1.9 14' 20 12.6 17.2 8.3 -10.2 3.8 2.9 6.2 4.1 1.9 9.7 -13.6 30 18.5 24.8 8.3 -10.0 3.8 2.9 9.0 4.1 1.9 9.7 -13.4 12 7.1 11.0 7.8 -10.4 3.8 3.4 3.9 4.8 2.5 16' 20 11.2 17.2 7.8 -10.4 4.6 3.4 6.2 4.8 2.5 - 9.0 7.6 i 30 16.2 24.9 7.8 -10.3 3.4 9.0 4.8 2.5 12 6.4 ° 11.3 7.6 I -10.7 3.8 3.9 5.4 3.0 18' 20 10.0 17.3 7.6 -10.7 3.8 6.2 5.4 3.0 30 14.6 24.9 7.6 ! -10.6 3.8 9.0 5.4 I 3.0 12 5.8 11.2 7.7 -11.3 4.4 3.9 6.2 , I 3.8 20' 20 8.9 1 17.37.6 -11.1 4.4 6.2 6.2 3.8 30 12.8 25.0 7.6 -11.1 1 4.4 9.0 6.2 3.8 GENERAL NOTES 1. THE REACTIONS ARE STATED IN KIPS. (1 KIP = 1000 POUNDS.) 2. NEGATIVE (-) REACTION INDICATES DIRECTION OF REACTION IS OPPOSITE TO ARROW INDICATION. 3. THE REACTIONS SHOWN MUST ACT ON THE FRAME IN THE DIRECTION SHOWN TO MAINTAIN STABILITY. THE REACTION ON THE ANCHOR BOLT OR FOUNDATION WILL BE IN OPPOSITE DIRECTION TO THAT SHOWN BY DIAGRAM. 4. DESIGN LOADS SHOWN DO NOT INCLUDE WEIGHT OF CONCRETE. BO' BLDG. WITH 25' BAYS DESIGN LOADS & REACTIONS 5NT. K4. REVDarE 6 13-t' /� R 6 2 5 V DATE IDESCRIPTIDN P. o. BCS 470 i it III& Ito&, M M 15-M . 100 MPH WIND LOADS EAVE HEIGHT LIVE LOAD (Psf)11 DEAD LOAD + LIVE LOAD H Iv _ iy MAX. 'V MAX DEAD LOAD+WIND LOAD v _ H MAX. V MAX WIND LOAU H �- H MAX. DEAD LOAADD+LIVE LOAD I } vl BRACED BAY H i v v MAX. H MAX. V MAX. 12 9.1 11.0 11.0 -12.6 3.1 3.9 4.5 1.8 12' 2 0 14.5 17.3 11.2 -12.5 3.1 6.2 4.5 1.8 30 21.4 24.8 11.5 -12.3 3.1 9.0 4.5 1.8 12 8.0 11.0 10.2 -12.7 3.6 3.9 5.1 2.4 14' 20 30 12.6 18.5 17.2 24.8 10.3 I -12.6 10.4 - 12.4 3.6 3.6 6.2 9.0 5.1 5.1 2.4 2.4 16' 127.1 [_2 0__ _ _ 11.2 v 11.0 17.2 9.7 -13.0 9.8 I -12.8 4.2 4.2 3.9 5.9 3.0 6.2 5.9 3.0 f 30 16.2 --24.9 9.8 X12.7 4.2 9.0 5.9 3.0 12 6.3 11.2 9.6 -13.7 4.8 3:9 6.7 i 3.8 1$' 2 0 10.0 17.3 9.7 -13.6 4.8 6.2 6.7 3.8 ! 30 14.6 1 24.9 9.7 -13.4 4.8 9.0 6.7 3.8 20' 12 5.8 j 11.2 9.6 -14.4 5.5 3.9 7.6 4.6 20 9.0 17.4 9.6 -14.2 5.5 6.2 7.6 4.6 I 30 1 12.8 I 25.0 9.5 -14.15.5 - 9.0 7.6 i 4.6 GENERAL NOTES 1. THE REACTIONS ARE STATED IN KIPS. (1 KIP = 1000 POUNDS.) 2. NEGATIVE (-) REACTION INDICATES DIRECTION OF REACTION IS OPPOSITE TO ARROW INDICATION. 3. THE REACTIONS SHOWN MUST ACT ON THE FRAME IN THE DIRECTION SHOWN TO MAINTAIN STABILITY. THE REACTION ON THE ANCHOR BOLT OR FOUNDATION WILL BE IN OPPOSITE DIRECTION TO THAT SHOWN BY DIAGRAM. 4. DESIGN LOADS SHOWN DO NOT INCLUDE WEIGHT OF CONCRETE. BO' BLDG. WITH 25' BAYS DESIGN LOADS & REACTIONS 5NT. K4. REVDarE 6 13-t' /� R 6 2 5 V DATE IDESCRIPTIDN P. o. BCS 470 i it III& Ito&, M M 15-M