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<br /> American Property Development,Inc.
<br /> 110110th Avenue NE suite 550
<br /> Bellevue,WA 98004
<br /> (CONSULTANTS LOGO AND ADDRESS)
<br /> X STUD RAILS SHORT �
<br /> SIDE OF COLUMN
<br /> �. ,. _- �-: �. F �, � , ��
<br /> 201 N. Maple Grove Ste. 100
<br /> BOISE IDAHO 83704
<br /> ALIGN EDGE OF RAIL Phone(208) 342-7168
<br /> WITH COLUMN FACE LE JOB# 154191.00
<br /> � ALL SIRUCTURAL DETAI L,$USED ON THIS
<br /> TYP. PLANARECOPYRIGHTU OFLOCHSA
<br /> ENGINEERING OF IDAHO.THE RE-USE Of
<br /> ANY DETAILS AND CONCEPTS IS NOT
<br /> ACCEPTABLE WITHOUT WRITTEN CONSENT
<br /> OF LOCHSA ENGINEERING OF fDAHO.
<br /> CONCRETE COLUMN Y STUD RAILS LONG M. H F
<br /> SIDE OF COLUMN STUD RAIL SCHEDULE oP P °F ASN�N� �
<br /> �
<br /> 4 ; a N X Y S 1 S R ;� �
<br /> � a_, - - MARK T (IN) TYPE D (IN) (STUDS/RAIL) (RAILS/SIDE) (RAILS/SIDE) (IN) (IN) (THICKNESSxWIDTH)
<br /> � 4 . `ae� m ` SR1 9 A 1/2 5 3 3 2.75 5 3/8x3 s
<br /> a ° ., r9G 3548 �
<br /> - _ �,o RA L EN � ��
<br /> �. S R 2 9 A 1/2 6 3 3 2.7 5 5 3/8 x 3
<br /> � a�. , a`. - °- SR3 9 A 1/2 7 3 3 2.75 5 3/8x3 FSS�ONAL �N`'\
<br /> � _ 4. . 03-29-1
<br /> � : _ � _4 SR4 9 B 1/2 12 3 3 2.75 5 3/8x3 EXP.01/07/202
<br /> w a° ` - SR5 9 B 1/2 14 3 3 2.75 5 3/8x3
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<br /> - . ' � �ad_ � -a
<br /> ` ° SR6 9 B ��2 22 3 3 2.7'rJ 3.25 3/8x3 COPYRIGHT CO2005, ALL RIGHTS RESERVED
<br /> � SR7 9 C 1/2 8 3 3 2.75 5 3/8x3 SUBMITTAL!REVISIONS
<br /> SR$ 9 Ci ��2 24 2 2 2.rJ 2. 'rJ 3/8x3 # DATE DESCRIPTION
<br /> N NO. OF STUDS SR9 10 A 1/2 4 3 3 3 5.75 3/8x3
<br /> PER RAIL SR10 10 A 1/2 5 3 3 3 5.75 3/8x3
<br /> SR11 10 A 1/2 6 3 3 3 5.75 3/8x3
<br /> � a SR12 10 A 1/2 11 3 3 3 3.75 3/8x3
<br /> � SR13 10 A 1/2 8 3 3 3 4.75 3/8x3
<br /> SR14 10 B 1/2 5 3 3 3 5.75 3/8x3
<br /> SR15 10 C 1/2 6 3 3 3 5.75 3/8x3
<br /> SR16 10 C 1/2 14 2 2 3 3 3/8x3
<br /> � NOTES:
<br /> 1. Studs shall meet the requirements of ASTM A108 grades 1010 thru 1020.
<br /> 2. Stud heights shall be determined by the slab thickness and required concrete cover shown.
<br /> 3. Diameter of stud head shall be =3.16x diameter of stud.
<br /> 4. Studs shall be fully welded to rail plate, typ.
<br /> TYP E 5. Studrails shall be spaced evenly along column face. See details for additional spacing requirements adjacent slab edges.
<br /> A6. For configuration at slab steps, see 2/S4.01
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<br /> ° � � NOTES: � � W
<br /> Z� 1. For stud rail information not shown, see �
<br /> S4.01 ;' � _
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<br /> E �2 MIN. EQ EQ 2. Unless noted otherwise, provide studs of diameter and spacing zo U
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<br /> W TYPICAL SHEAR STUD REINFORCING DETAILS AND SCHEDULE � SLAB STEP 2 SHEETNUMBER
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<br /> FULL SIZE=24x36
<br /> HALF SIZE=12x18
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