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t-�-y-9:r.�e i <br /> / <br /> . ✓-r.r���.a� <br /> � APD <br /> ; <br /> American Property Development,Inc. <br /> ' 110 110th Avenue NE suite 550 <br /> STRAP(S)PER <br /> Bellevue,WA 98004 <br /> PLAN <br /> 4x6 @ SINGLE FLOOR SHTG. <br /> 2ND STRAP LOC. 4x8 @ DBL. PER PLAN (CONSULTANT'S LOGO AND ADDRESS) <br /> IF REQ'D. <br /> STRAP LOC. IF 2 3 1�2 P R PLAOIST <br /> ONLY(1)-SPEC'D. STRAP LOC.WHERE � <br /> �+ ����_��� <br /> �� ; <br /> SDS 1/4x4 1/2"@ 4x6 @ SINGLE �F R Q pAP LOC. RECPLAN@ LEDGER <br /> 3 1/2" 2" (2)-PER BAY 4x8 @ DBL. 201 N. Maple Grove Ste. 100 <br /> STRAP LOC. IF <br /> BOISE IDAHO 83704 <br /> ' FLOOR SHTG. ONLY(1)-SPEC'D <br /> PER PLAN Phone (208)342-7168 <br /> FLOOR JOIST 3 STRAP LOC.WHERE ALLSTR CORA DE1ArJ1�l4US�EDONOTNIS <br /> PER PLAN OCCURS @ WALL <br /> 31/2�� Z�� RE: PLAN PLANARECOPYRIGHT(C) �FLOCHSA <br /> ENGINEERIN�OF IDAHO�FHE RE-USE OF <br /> ' ANY�ETAILS AND CONCEPTS IS NOT <br /> ', NOTE: STRAP LOC.WHERE ACOFLOCHSAE G�NE RMGOF D�HOENT <br /> ' FOR INFO. NOT REQ'D @ INSIDE OF <br /> PARALLEL SHOWN HERE RE: 6 STAIRWELL <br /> RE: PLAN <br /> 4x6 BLKG.@ SINGLE ' 5�3 P M� H F� <br /> 4x8 BLKG. @ DBL. 2„ 3 1/2" ' � <br /> Q OP�� pF ASy�N� � <br /> � <br /> � . <br /> ' STAIR FRAMING WALL �r <br /> PER PLAN <br /> BLKG EA. BAY, NOTE s � <br /> 4x6 AT SINGLE STRAP, FOR ALL INFO. NOT ' T�'� seas � �? <br /> 4x8 AT DBL STRAP SHOWN HERE RE: °,� � <br /> RA L EN F' <br /> 11 F �� <br /> 5.3 <br /> SS�ONAL ENG <br /> 03-2�-1 <br /> EX .01/07/202 <br /> COPYRIGHTO2011, ALL RIGHTS RESERVED <br /> PERPENDICULAR <br /> SUBMITTALlREVISIONS <br /> g DATE DESCRIPTION <br /> 1 3/28/2018 ADDENDA#1 <br /> STRAP AT SHEAR WALL STRAP @ MID-FLOC�R FRMG STRAP @ EXTERIOR WALL STRAP � STAIR WALL <br /> SCALE: 11/2"= 1'-0" 1 SCALE: 11/2"= 1'-0" 2 SCALE: 11/2"= 1'-0" 3 SCALE: 11/2"= 1'-0" � <br /> PROVIDE(2)-2X12 BLKG. BTWN. BEAMS <br /> PROPRIETARY ROOF AND(1)BAY EA.SIDE AT EA. BOLT LINE <br /> TIE-BACK ASSEMBLY BY OTHERS ^ <br /> i( �1 <br /> I I' ,, <br /> PROVIDE(4)-5/8"DIA. 'I I ' <br /> THRU-BOLTS,AT 16"GAGE ' ' <br /> BOTH DIR.,COUNTERSINK � � <br /> BOTTOM OF BEAM AS REQ'D. I ' <br /> PROVIDE TEMP.NUTS AND I 1'-4'� <br /> SLEEVE PROTECTION I I' � <br /> I I ■ <br /> _ . � <br /> fi f 1M 1 1 i 1 <br /> N � <br /> � � O <br /> N � � <br /> � � � <br /> 3 1/2"x11 7/8"TIMBERSTRAND <br /> BEAM EACH SIDE CENTERED ROOF FRAMING � N <br /> BENEATH BOLTS PER PLAN � <br /> ^ � <br /> `� C� N <br /> � a� <br /> � � � <br /> � a W <br /> R F TI E D WN � <br /> 00 O O <br /> � SCALE: 1" = 1'-0" 5 � <br /> _ _-----. _.— ---------- --__-- ---- ---.----------__-----------------__ : <br /> W <br /> w <br /> ' j � <br /> , � <br /> , I U <br /> i w <br /> � I , O <br /> d j � <br /> � �� <br /> N a <br /> � ' <br /> \ <br /> � I <br /> O <br /> � <br /> N ; <br /> M ' � <br /> � i <br /> � j <br /> r <br /> � I <br /> N <br /> O <br /> � <br /> O ' i <br /> � i � V <br /> O� � �"' <br /> � � W ` <br /> � I � � <br /> O � ', U � <br /> m` i p Q <br /> a� � � N <br /> w I O LL <br /> , i �= L.I.. (/) <br /> o ; <br /> � � c.� � <br /> � � � � <br /> � ' � <br /> �' ' ~ 0 Q <br /> w ; cn � <br /> , z <br /> o � � <br /> Q j ° W 0W <br /> rn , , o � � Q <br /> � <br /> � j O � <br /> W <br /> � , � o W <br /> � , � r � <br /> � I ' <br /> � '� ' <br /> C� .... I . �� DRAWN BY <br /> � ' 'I , RA <br /> U <br /> � SHEET NUMBER <br /> � <br /> L <br /> � <br /> � �. S 6 . 12 <br /> � � <br /> � <br /> m <br />