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w. <br /> 2 7/8" <br /> 1/8" /1/4" P LATE <br /> �-{ TAB EA. SIDE WELD TO <br /> �HSS CAP PLATE SUBFLOOR PER ARCH. 2x NAILER ATTACHED w/ 1/4" <br /> SUBFLOOR PER ARCH. SUBFLOOR PER ARCH. SUBFLOOR PER ARCH. SDS SCREWS THRU TOP � �, <br /> FLANG EA. SIDE @ 16" oc � � \�, .�.. <br /> � <br /> �� , � f� �, <br /> I N ,` \ . <br /> BM./GLB PER PLAN � � � - �"" ��� <br /> 1 1/2" r- �"��'- � <br /> . � <br /> SIMPSON LCE EA. SIDE - �'�� // � � ,- <br /> N N 7 �� � � <br /> WF BM.w/NAILER � 1/2"0 THRU BOLTS @ 16"oc �'� `'"' � <br /> PER PLAN. WEB `- STAGGERED TOP AND BOT. <br /> TJI PER PLAN BLKG. & FLOOR BM. PER PLAN FLOOR JOIST PER PLAN <br /> JOIST NOT SHOWN FLOOR JOIST PER PLAN <br /> WBM PER PLAN <br /> BM./GLB PER PLAN POST PER PLAN 1/2"0 THRU BOLTS HSS w/1/4"CAP PLATE � <br /> EA. SIDE WEB @ PER PLAN, TO MATCH <br /> CENTER �NBM �N�DTH <br /> TJI TO GLB CONN. POST TO BM. / GLB CONN. w � � � � <br /> � N N O N <br /> cV tn 00 O <br /> O O O � <br /> � N � N <br /> Z � Z Z <br /> � � � � <br /> SECTION SECTION SECTION SECTION Z � � � � � <br /> 1 2 0 <br /> 3/4"= 1'-0" 3/4"= 1'-0" � 3/4"= 1'-0" � 3/4"= 1'-0" F= w w w w <br /> a � � � � <br /> � E- t- E- F- <br /> � a a �a a <br /> � <br /> w <br /> � o 0 0 0 <br /> z z z z <br /> 0 0 0 0 <br /> J J J J <br /> �� m m m m � <br /> � <br /> O : <br /> 1/2"flJ ANCHOR BOLT @ W a a a a <br /> POST PER PLAN 1/2"0 ANChiOR BOLT 4'-0"oc w/3x 3x 1/4 P L A T E W E B S T I F F E N E R E A. � <br /> � EMBEDDED 7"EA. SIDE <br /> WASHER SIDE <br /> WEB TO CONC. WALL � 1/8"GAP SIMPSON SB 7/8x24 EA. ��g�� SUBFLOOR PER ARCH. <br /> SUBFLOOR PER DBL JOIST PER PLAN SUBFLOOR PER <br /> ARCH. SUBFLOOR PER SIDE OF WBM WEB BLOCKING BTWN. <br /> 3/16 ARCH. NOT SHOWN CENTER OF FLANGE 1 1/4 x 11 7/8 LSL RIM JOIST ARCH. JOISTS <br /> Ix X <br /> 1" NP . <br /> 1!2" PLATE STIFFENER EA. � x x �i'Y <br /> MIN. ��4 SIDE " � R� O�r <br /> � �� r� : <br /> . • a �' <br /> WBM PER PLAN, ° a � • O S ► � � � � <br /> WF BM.w/NAILER 1/4" PLATE WEB WF BM. w/ NAILER a BM. PER PLAN WEB BLKG. NOT a d� ° ° a a FDN. WALL PER PLAN a TJI PER PLAN EA. SIDE, LAP N � ' � �,�' � � <br /> a 6" 6" a JOISTw/3" BEARING MIN. �d'�o� 4 � w <br /> P E R P L A N. W E B S T I F F E N E R E A. S I D E P E R P L A N. W E B S H O W N <br /> BLKG. & FLOOR TYP. @ POST ABOVE BLKG. & FLOOR a �° , ae a ° ,'�s � 4� � <br /> J O I S T N O T S H O W N J O I S T N O T S H O W N , 1/2"QJ ANCHOR BOLT w/ O P N G. a a a Q�1� w <br /> 3x3x114 PLATE WASHER <br /> �4�-�"OC a a� � � ° a Q <br /> d a a � <br /> � � FDN. WALL PER PLAN w! � ° � ° <br /> FDN. WALL PER PLAN <br /> #5 @ 12"OC HORIZ.AND ° g a g . <br /> VERT. a a , ^ <br /> d° V <br /> d � <br /> Z • <br /> - N <br /> o W M <br /> --� � N <br /> � Z c� <br /> SECTION SECTION SECTION SECTION m <br /> 5 3/4"= 1'-0" � 7 w � <br /> 3/4"= 1'-0" 3/4"= 1'-0" 3/4"= 1'-0" � <br /> N ` <br /> � > <br /> � � � <br /> 1/2"ROOF SHEATHING � V r <br /> TAB L E 1 1 1/2" 8d @ 6"oc CENTER EDGE NAILING Z � : <br /> SINGLE-PLATE SHEAR CONNS. NP� 8d @ 12"oc FIELD NAILING o � � � <br /> BEAM SIZES HSB SHEAR PL WELD SIZE HSB SIZE& o I N �� � <br /> REQ'D. THICKNESS NPE FIRE BLOCKING PER SUBFLOOR PER � � � <br /> ARCH O ! ROOF TRUSS PER PLAN � J <br /> WS TO W12 2 3/8" 5/16" 3/4"DIA-A325N ARCH j <br /> HSS TO PL O .r. � � O �► <br /> o ~ <br /> W14 TO W18 3 3!8" 5/16" 3/4" DIA-A325N 1/2"0 ANCHOR BOLT w/ Q <br /> 3x3x114 PLATE WASHER SECTION � J p � � � <br /> W21, W24 4 3/8" 5/16" 3/4" DIA-A325N @ 4'-0"oc Q �„ O � <br /> O � <br /> Z N � . <br /> W33, W36 6 3/8" 5/16" 3/4"DIA-A325N � ° CLIPS PER SW o <br /> CONC. WALL � #5 @ 12"oc EA. WAY SCHEDULE S501 " O N � <br /> NOTES: TJI PER PLAN CENTER 1/2" PLY NAILING SW PER Z �/� <br /> H2.5 EA. RAFTER C,J <br /> 1. ALL HSB TO BE FULLY TIGHTENED. H.S.S. @ Z V \ <br /> 2. FABRICATE SHEAR PL's WITH HORIZ. SHORT-SLOTTED HOLES AND BEAMS #5 @ 10"oc EA. WAY PER PLAN a TMP SCHED. SHEET S501 0 � / <br /> WITH STANDARD HOLES. CENTER � � W <br /> 3. HSB VERT SPA= 3" MIN. GRADE � � (4) 1/2"0 EXPANSION <br /> SLAB ON GRADE `w <br /> EDGE DIS. = 1 1/2" MIN. ° SLAB ON GRADE � ��2„ � � �ANCHORS PER PLAN PER PLAN N <br /> PER PLAN � <br /> �� <br /> 2 TYP. I I � 1/2" PL 1'-0"x 1'-0" x�x-�-x . X�—x ° � ° ° <br /> MAX. ���—���— a e � I —i i i—i i i—i i i aa � � X a X X i i i—X i i—iXi— <br /> -iii-iii-ii da ii—iii—iii_ � L =iii—►ii=ii OOF TRUSS TO DBL PL <br /> SHEAR PL AND BOLTS. I I I-I I I-I(I- a i. � ���-���-���- _ _ _ � <br /> SEE TABLE 1, TYP. Z a -� I I I I I I (( ° a ` _ � aa a a I I 1=1 I 1=1 I 1= DESIGNER: LUIS MARTINEZ <br /> � � ���—���—���— - Z N � 4 <br /> a � � a aa � � � SECTION <br /> � � g 4 a ° � ° ` ENGiNEER: WADE DAMEY <br /> � W � a ° ��-..-� <br /> � SEE TABLE 1 TYP, a - - NOTE: � <br /> a -_ a ° 13 <br /> a _ _ _ _ _ _ _ „_ , ,, � <br /> a - - - - - - - - 3/4 1-0 � <br /> ''-' "-'- "- 2_#4 CONT. CONC. FTG. PER PLAN Z - - -�i 1=1 I i-���-�' EXTERIOR FTG. SHALL � PROJECT NAME: APARTMENT BLDG.ADD'N. <br /> � I I I I I I I I I I I ��I( g � a; BE MIN. 18" BELOW PERMIT STAMP HERE(21/2"x Z") � <br /> r� $„ �.,, � ❑ � PER PLAN FINISHED GRADE o <br /> W BM <br /> WALL � � a = � c'-'�n PROJECT NO.: 160001 <br /> SHEAR PL � U V ~ <br /> PER PLAN = � <br /> � <br /> WBM TO WBM <br /> TYPICAL HSS BASE PLATE DETAIL TYPICAL SPREAD FOOTING a DATE: 01.19.16 <br /> � <br /> � <br /> � Q SHEET NO.: <br /> SECTION SECTION SECTION SECTION 4 � <br /> U <br /> W <br /> � <br /> O ' <br /> 3/4"= 1'-0" 3/4" = 1'-0" 3/4"= 1'-0" � 3/4"= 1'-0" � <br /> a <br />