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Mealy Street 1880-1882-1886-1888 BASE USED AT (� H ETA I L COLUMN ROW (5) FRAME LINE (S) F0101 TYPICAL RT ALL JRMB A6lO�a A 1, � Q.�k , a K fa%13s A313S A.9 F D -t L D L -t W LW�... AFS13[o c, � > ► , E L.E IL\k,k l _T C R E G T t U 1 S AB21Z D 2,3, 4, = 1 `7 3 4 � 6 RY FR 1`�l LI 1 G c�L 41 51 �J �•4 � O/J OD 4 �g FIN. Ft FL,` ti� rn\� © 4 ` 00 0 C7 I I I � l ' Gef ALL Cir-f�rJS IOK5 SHovl� `N - � O ARE, OUT-Ti.-CUT OF 5TEcL- COWCxET E NOTCH Is Nor °D F"0101 IUCLUDED 'Iry CIMEN510rIS � I . . 1 1 � SIOEaR�_ � ' Q p I I I I Aa13 BAY 5PAC I NG BAY 5PRC I NG BAY SPACING BAY SPACING N .-, r3 l� r t AB2O0 AB200 X ED � o co © N s - d o CDCD I .� CV CU '0 CD W C) v C+1 C7 IL ¢ o CD [U C) coCD CD z CD U I G ui N ' 4 ui /1, 2:12 © C '� ,",¢ I (2) l ~ ,� A. B. :3 NG Oki, Azltkj'u I 11 CD r, CD 0 CD 07 w CD 4 ca z j ' 0 00 __�D � IIII v0 CL rl O 5 - ~ ' �9) SERVICE DOOR 3070 CD d o fL o o W� j i N P I PE, COLUMN N �, ° ! F 1 t_o c.A"r E D A zoo ,4 o d rj+ z I I �a `RB212 - - �, _ - RC 129 CD cc I u z Lu _ C �B 13s cXt L o N I �� I I AB'as ac I AB137 O �2) Y,- 5 7 B T co q -1_ - - T 4 Y _ _ _ �r -, q% • t2) '"",�, �,, SIDEWALL - �ry m I" JCO1 ra o h � •w c-u - IAJ 1A cc . cu I j _ Yom- F0 1 0 1% OPENING WIDTH I Icc --- -» i I I -J= � �uu r t� T �y �1 rr . rr L . r. . n p� W 5" RB105 SEI, I 1 �N �i-t1 I I 24 ' 0 24 ' 0" 2 0 2 0 2410" �v' VARIES -a" -A Id c' -A •U z A6137 120 ' 0" . OUT TO OUT STEEL- - pRo� COLUMN -RERCTIONS FRAME LINES. 2--5 FRAME LINES 2-5.- GENERAL NOTES ANCHOR BOLT SE T N G P L A N �, RI LORA DESCRIPTION F10W HORN VERT LORA DESCRIPTION RQW HOAR VERT: ALL DIMENSIONS SHOWN ARE OUT TO OUT OF STEEL. IF CONCRETE BOLT MATERIAL = ASTM A36 '� P" R p V E D NOTCH IS REQUIRED THEN THE APPROPRIATE DIMENSIONS SHOULD CONCRETE STRENGTH - 3000 PSI . FINISHED FLOOR ELEVATION - 10010" � ` CITY OF ATLANTIC BEACfI DERO+LIVE R. 4. 1 9. 0 DL+LL*LT 'D.,. 0. 0 17.9 BE ADDED TO OBTAIN THE OUT TO OUT OF CONCRETE DIMENSIONS. DRAWING NOT TO SCALE. �� DuIl-DING OFFICE 0. 0 17. 9 QL+LL+LT ''C -5: 9 13,6 R. B. SIDE RND PRQJECTION RNCHOR BOLT QUANTITY MIN. EMBED. PROJ. KIRBY ENGINEER 'S SEAL REV DESCRIPTION BY T DERO+L I VE : p ALLOW. LOAD D (IN. ) P (I N. ) ,. + ter.;', -4. 1 9`: 0 QL WLL. LTL1 R --7 .`6 -s. � QTY. _ BOLT DIA. TO BOLTS (LBS. ) CERTIFICATION EXTENDS ONLY FOR THE LORDS SPECIFIED a EOcz C,c>rl�� M� JMa AERO LIVE + - _ - it T/V 3�� ON KIRBY '5 PURCHASE ORDER AS APPLIED TO THE " L� + fa' .0.0 -16:7 F' aRs PLTOM ATE G 8 2 0 STRUCTURAL COMPONENTS OF THE BUILDING DESIGNED AND O CY 0. 75 (DL+ALL) A -7. 8 -10. 0 DE . WLL LTU SUPPLIED BY KIRBY BUILDING SYSTEMS, INC. , IF ' 5 I ERECTED Aa INDICATED. NOTE THAT KIRBY 'S ENGINEER BUILDING SYSTEMS 0. 75x (DL+WLLI 0. 0 -16. 7 DL+WLL+LTU C 1 . 0 -9.9 6 590 O 1D 2Y 15 NOT ACTING AS THE ENGINEER OF RECORD FOR THIS -- --- O. 7a tDL+ACEI - 1 . 2 "-S. 9 DL+WLii+L'TU - R -0: �1 -1 . 0 HOOK OR BEND PER � f' 0 - 8400 0 '-- 10 2y" CONSTRUCTION PROJECT. DESIGN LORDS HAVE BEEN TITLE: ANCKbR BOLT PLAN Df�N. BY: 1�/s�li R. C. I . BLDG. CODE _ APPLIED IN ACCORDANCE WITH THE D. 7S .tDL+ALAI R t --0. 6 -6. 1 DL+WLR+LTU " L� 0.0 16. 3 OR GOVERNING Ca❑C I � 0 1 1, 500 1 '-2" 3" 1985 EDITION O 5 BARD BUILDING CODE BUT LDER: JOSE H G . BFIJFIL I A GATE : �J M�.F'. � 0..75�c tQL+ALAI 0.Q -16. 3 DL+ACEI+LTtJ' _ �L 6.5 -1�.2 ry 1 " Q1 15, 000 1 ,-6" 3" FRAME LAR . . . . 12:!OPSF ROOF LORD. . . . .20.0 P5F _ CUSTOMER: FRED CRRL50N CKD. BY: �2 . . . 110 R . . . APF LOCATION: DATE + 6:7 10. 2 _ ._- . - __ _ - !� _ Y , WIND LOA Q, 75 'tDL WLR) - 1y "0 23, 400 2 '--4" 3y" LOLL. L o OS JACKSONVILLE , FL . READ LOA . . . . NOr IGHT DF METAL BUILDINGjjL+L4+� = , q ; 3. 91% Y� 33, 7003 '-4" 3% COl NT5 RS SUPPLIED BY KIRBY. - - JOB N0: Igt}2T DWG. N0: EI OF.