Loading...
HomeMy WebLinkAbout0296.95.2�I l To T Zol � 1— L_ .J A � 11 4 r- t.00R'. NFo9G�7 S3 _J J J ,a 411 T::Cxn1 4c-'N 5C,1-kcDULe _ 5�5v.`` qJ, L _J A L J a 1.�w ALllivl� A' Q L_ 'J -1-1 F 9' I" OIA. ANCHOR BOLTS — PROJECTED 2 112" x L J a J a N 1 p J W 2` 2` i r W 0 N 1 FRAME DETAIL A528 SIDEWALL COLUMN L f _I 1 s Io° I" DIA. MAX I OROJECTEOLTS 2 1/2" I � 2'����' \J Y _ 3 /RNCHORIBOLTS W PROD. 2` 'fit[ Y //�/ A I` i W W L -J - 2`12` - EN POST DETAIL A226 DETAIL AS ENONALL POST L LDS Q A A t L2- 2" FRAME INTERIOR COLUMN IMx [o` Max I EIIDIIIILL ENONaII F1 1 1 r 3/4' DIA. ° I ANCHM N 1 PRD.IECTO 2" \ 1 1 � 1 1 1 J Z m 2 J2- 1 2 a 1 a° 1 L2- 2" � 1 1 1 1' 3/4' DIA. ANCHOR BOLTS PROJECTED 2" l CORNER COL. CORNER COL. DETAIL AS42 CORDER COLUMN DETAIL A543 CORNER COLUMN � 1 A AP RAMP Mw--b 1AA,LL lAn PIERS Axnr% Ova 1z _11 Fop- `, bola Q� D 1cIA LLS $r �a I I I Z �1 Z1 Z� 1 104SMJLL TL_Me_ MD VOCAL C'vlalr� or- t)ac c &AIM A 1 K0 �} A �I 0 8 L L L 8 Gr L h' 22' x S' k) ` i- ->TALL FuATE arlb t 009- bat-Ts C-bp- E D(*, m toc,j(- PLATE QouiZ� 4 AU,0j AEI b Ewa -� ��►� 1 Zn 1 to 14DI c W C P U- 3 v c W c O IL EW 30' 0" 140'0" 30' 0" 4 30'0" 30- 0 ' 30 4 20' 0" EW aN � t�o2 6o�T LAY Ovt- lo' Mx I 1 3/4' OIA. 30' 0" 2' 0" 2' 0" AIICNOR BOLTS — —J PROJ. 2" N m I 2' ' 12"j2' o i I I I , � I I � I EN POST DETAIL A551 ENDN ILL POST L J a 1.�w ALllivl� A' Q L_ 'J -1-1 F 9' I" OIA. ANCHOR BOLTS — PROJECTED 2 112" x L J a J a N 1 p J W 2` 2` i r W 0 N 1 FRAME DETAIL A528 SIDEWALL COLUMN L f _I 1 s Io° I" DIA. MAX I OROJECTEOLTS 2 1/2" I � 2'����' \J Y _ 3 /RNCHORIBOLTS W PROD. 2` 'fit[ Y //�/ A I` i W W L -J - 2`12` - EN POST DETAIL A226 DETAIL AS ENONALL POST L LDS Q A A t L2- 2" FRAME INTERIOR COLUMN IMx [o` Max I EIIDIIIILL ENONaII F1 1 1 r 3/4' DIA. ° I ANCHM N 1 PRD.IECTO 2" \ 1 1 � 1 1 1 J Z m 2 J2- 1 2 a 1 a° 1 L2- 2" � 1 1 1 1' 3/4' DIA. ANCHOR BOLTS PROJECTED 2" l CORNER COL. CORNER COL. DETAIL AS42 CORDER COLUMN DETAIL A543 CORNER COLUMN � 1 A AP RAMP Mw--b 1AA,LL lAn PIERS Axnr% Ova 1z _11 Fop- `, bola Q� D 1cIA LLS $r �a I I I Z �1 Z1 Z� 1 104SMJLL TL_Me_ MD VOCAL C'vlalr� or- t)ac c &AIM A 1 K0 �} A �I 0 8 L L L 8 Gr L h' 22' x S' k) ` i- ->TALL FuATE arlb t 009- bat-Ts C-bp- E D(*, m toc,j(- PLATE QouiZ� 4 AU,0j AEI b Ewa -� ��►� 1 Zn 1 to 14DI c W C P U- 3 v c W c O IL EW 30' 0" 140'0" 30' 0" 4 30'0" 30- 0 ' 30 4 20' 0" EW aN � t�o2 6o�T LAY Ovt- FOUNDATION NOTES 1. Column footings are designed assuming a 2000 PSI soil pressure. 2. Anchor bolts must be set by means of a template. DO NOT HANp SET ANCHOR BOLTS. 3. Anchor bolts must be 307 ASTM or equivalent. 4. Control joints to be sawed as per drawings. 5. 611 concrete flror throughout building. 6. Floor shall be reinforced with fiber reinforcement in concrete. 7. Pier footing reinforced with #6 bars 911 on center each way. 8. All concrete to be minimum 4000 PSI. EXPAN510K JOINT 8" CAP 800 1 � 2" RIGID INSULATION _ 8" CONCRETE N Yo -MP of- Frio-l1,46 BLOCK 2 N0.6 BAR CONT. 71PIC AL. Fo�,apt�T �o;-I ILL "DON'T DIG BL_ INp" a *-*" #—J0 ►Met -7 AN to 6 PM I -am 1 -800 382 -5544 428 -5200 PER INDIANA STATE LAW IS -69 -1991, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 81 " Sh 30' 0" 2' 0" 2' 0" 54 I o N i I I I , � I I � I I I I i I 2 FOUNDATION NOTES 1. Column footings are designed assuming a 2000 PSI soil pressure. 2. Anchor bolts must be set by means of a template. DO NOT HANp SET ANCHOR BOLTS. 3. Anchor bolts must be 307 ASTM or equivalent. 4. Control joints to be sawed as per drawings. 5. 611 concrete flror throughout building. 6. Floor shall be reinforced with fiber reinforcement in concrete. 7. Pier footing reinforced with #6 bars 911 on center each way. 8. All concrete to be minimum 4000 PSI. EXPAN510K JOINT 8" CAP 800 1 � 2" RIGID INSULATION _ 8" CONCRETE N Yo -MP of- Frio-l1,46 BLOCK 2 N0.6 BAR CONT. 71PIC AL. Fo�,apt�T �o;-I ILL "DON'T DIG BL_ INp" a *-*" #—J0 ►Met -7 AN to 6 PM I -am 1 -800 382 -5544 428 -5200 PER INDIANA STATE LAW IS -69 -1991, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 81 " Sh