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��'�:�y�� <br /> �`�;l J <br /> E.N. ' <br /> ��� PD <br /> PROVIDE SIMPSON H2.5 @ EA.JOIST <br /> ROOF SHTG. PER PLANS American Property Development,Inc. <br /> JOIST PER PLANS ROOF SHTG PER PLAN 110 110th Avenue NE suite 550 <br /> E.N. E N Bellevue,WA 98004 <br /> ROOF LEVEL ROOF LEVEL <br /> „ � � E.N. E.N. <br /> ; ; • <br /> �,� E.N. FLOOR SHTG. RE: PLAN (CONSULTANT'S LOGO AND ADDRESS) <br /> y ,_ � ..� �. �r.v � -� �� <br /> •° R� ROOF JOIST PER PLAN 11 7/8"LVL LEDGER w!(4)-SIMPSON ' ALIGN TOP OF DBL PLATE ���� ��� <br /> ,:' , SDWS 0.220x6"@ 16"O.C. Qu MECHANICAL& <br /> ' ELEVATOR WALIS&6x <br /> JOIST RE: PLAN PLATE @ STAIR WALLS 201 N. Maple Grove Ste. 100 <br /> E.N.—� E.N. BOISE IDAHO 83704 <br /> WITH TOP OF SHTG. <br /> I-JOIST BLKG. @ 48"O.C. WALL STUDS AND SHTG. PER PLAN HANGER RE: PLAN Phone (208)342-7168 <br /> PROVIDE 1 3/4"LSL RIM. LE JOB#154191.00 <br /> PROVIDE 1 3/4°LSL BLKG. n��s�ucruw+�oerni USEDONTHIS <br /> HANGER RE: PLAN PLANARECOPYRIGHT C OFLOCHSA <br /> 10d T.N. @8°O.C. U.N.O. PER ENGWEERWG OF IDAHO�HE RE-USE OP <br /> SHEARWALL SCHEDULE 10d T.N. @8"O.C. U.N.O. PER ' PERPENDICULAR CONDITION ROOF JOIST BLKG 48"O.C. ANYDETAILSANDCONCEPTSISNOT <br /> SIMPSON H8 EA.JOIST SHEARWALL SCHEDULE ' @ w nccEPrne�EwirHourwRirrENcoNseNr <br /> Q OF LOCHSA ENGINEERING Of IDAHO. <br /> (2)-SDWC15600 @ EVERY CLIP AS REQ'D BY S.W. SCHED. ROOF SHTG PER PLAN v <br /> OTHER STUD LSTA9 @ EVERY OTHER STUD E N Q � M• H <br /> 7th LEVEL (2)-SDWC15600 @ EVERY U � �P E�/ <br /> OTHER STUD Q cn Q- �� oF Asy��c <br /> 7th LEVEL <br /> E.N. = O ,�P . N <br /> E.N. U y <br /> , g �:: � <br /> ! <br /> 'J <br /> ROOF JOIST PER PLAN <br /> , COORDINATE FIREWALL �'�� 3548y` <br /> REQUIREMENTS w/ARCH. NOTE: 1.)STAIR FRAMING NOT SHOWN FOR CLARITY oF q �RA� EN � ��� <br /> 1 @ MECH WALL 2.) RE: 513 FOR LEDGER SPLICE DETAIL Fs � �` <br /> E.N. WALL STUDS AND SHTG. PER PLAN 03-29-1 S o N A� �' <br /> (1)-SDWC15600 @ EA. BAY E.N. <br /> EXP.01/07/202 <br /> PARALLEL CONDITION coPVRi�Hr CO2011, ALL RIGHTS RESERVED <br /> SUBMITTAL/REVISIONS <br /> # DATE DESCRIPTION <br /> 1 3/28/2018 ADDENDA#1 <br /> ROOF INTERIOR BEARING WALL ROOF JOIST TO WALL JOIST TO WALL JOIST � MECH . OPENING <br /> SCALE: 1" = 1'-0" 1 SCALE: 1" = 1'-0" 2 ' SCALE: 1" = 1'-0" 3 SCALE: 1" = 1'-0" q" <br /> _ _ _ _ _ _ __ . _ <br /> E.N. <br /> PROVIDE 2x6 @ 24"O.C. FOR <br /> PARAPET WALL FRAMING <br /> • PROVIDE(8)-10d NAILS <br /> E.N. INTO FLATBLKG. <br /> � <br /> WALL ABOVE RE: PLAN � � � <br /> CS20x24"@ EVERY OTHER E.N. � • � <br /> STUD CENTERED AT CENTER - , ^ �' <br /> PL. ONLY REQUIRED AT FLOOR SHTG. RE: PLAN <br /> E.N. U . 'J` CONTRACTORS OPTION <br /> FLOORS 5-7 AND ROOF � . / TO PRE-FABRICATE <br /> FLOOR SHTG. RE: PLAN 11 7/8"LVL LEDGER w/(4)- WALL ABOVE RE: PLAN W / PARAPET, CORNICE AND <br /> (2)-11 7/8"LVL LEDGER w/ 6x6 CONT. IN WALL,TOP AT SIMPSON SDWS 0.220x6" � KICKER FRAMING <br /> (4)-SIMPSON SDWS TOP OF FINSHED FLOOR RE: NOTE STRAP LOC.AS REQUIRED (2)-16d @ 16°O.C.TO FLAT BLKG <br /> �° JOIST RE: PLAN @ EA BAY <br /> 0.220x8" EA.STUD SDWH 0.195x6 SCREW @ CS20x24" EVERY OTHER 1'-4" 1'-4" <br /> JOIST RE: PLAN 12"O.C. INTO BLKG. PRE STUD CENTERED AT CENTER 2X6 KICKER @ 24"O.C.SISTERED <br /> DRILL BENT PL. HANGER RE: PLAN PL.ONLY REQUIRED AT TO PARAPET WALL FRAMING, <br /> HANGER RE: PLAN FLOORS 5-7 AND ROOF STAGGER WITH ROOF JOISTS <br /> 1 1/2" 4 1/2" (2)-SIMPSON SDWS 0.220x8 � <br /> (V <br /> _ E.N. INTO BLKG. <br /> - - - - —�ALIGN TOP OF DBL PLATE 3x6 LEDGER ■ <br /> — — — WITH TOP OF SHTG. }� <br /> .... 2 HOUR FIRE WA�L, RE:ARCH. LVL BLKG.� I�PROFILED CORNICE ♦^ <br /> ROOF JOIST RE: PLAN PER ARCH. V, <br /> 4" ' <br /> WALL ABOVE WHERE OCCURS � <br /> LANDING BEAM RE: PLAN SIMPSON CS14 AS SHOWN � 'n � <br /> ��� O <br /> BENT. PL.3/16x4 1/2x6"xCONT. -- E.N. WALL STEP LOCATION N �••J }, <br /> RIM BEYOND M � � <br /> NOTE: 1.)RE: 513 FOR LEDGER SPLlCE DETAIL 2 HOUR FIRE WALL, RE:ARCH. ,_ <br /> I-JOIST BLKG. @ 48"O.C. � � n, <br /> 8d @ EA. SIDE —JOIST BEYOND V� � <br /> � � N <br /> (6 <br /> ' NOTE: ALIGN ALL STUDS VERTICALLY FLOOR TO FL.00R WITHIN TOLERANCE ALLOWED BY� � i � <br /> 5.3 .. <br /> � � <br /> (2)-SIMPSON SDWH 0.195x6 � � <br /> PROVIDE WEB FILLER � <br /> AT BLKG. LOCATION � � <br /> PROVIDE(3)-10d FOR � Q (� <br /> JOIST TO BLKG. CONN. <br /> LANDING DECK TO WALL JOIST TO ELEVATOR WALL �3)-10d@EA BLOCK PARAPET w/ PARL. FRM . WALL STEP DRAG � <br /> 0 <br /> SCALE: 3/4" = 1'-0" 5 SCALE: 1" = 1'-0" 6 SCALE: 1" = 1'-0" 7 SCALE: 1" = 1'-0" $ � <br /> __ � <br /> W <br /> - i ' �-- <br /> E.N. , <br /> � H <br /> � <br /> PROVIDE 2x6 @ 24"O.C. FOR �' , w <br /> � PARAPET WALL FRAMING '�, —' <br /> � PROVIDE(8)-10d NAILS ' ' a <br /> � <br /> N E.N. INTO FLATBLKG. ' ' <br /> � , <br /> \ , ' <br /> � , , <br /> � <br /> N ��l <br /> N �, �` <br /> M � <br /> � �'', , : I CONTRACTORS OPTION <br /> � _ , J TO PRE-FABRICATE <br /> � PARAPET,CORNICE AND <br /> M ¢ j / , WALL FRAMING AND " 3 1/2" <br /> KICKER FRAMING <br /> o SHTG. PER PLANS , STRAP LOCATION IF ONLY(1) IS REQ'D <br /> � (2)- 16d @ 16"O.C.TO FLAEA B Y � _ BEAM RE: PLAN <br /> 2ND STRAP IF REQ'D � �11 <br /> �, 2X6 KICKER @ 24"O.C.SISTERED , S I M P S O N E C C O Q 5 ~ <br /> Z �'� <br /> 3 TO PARAPET WALL FRAMING, ' POST PER PLAN W Z <br /> � STAGGER WITH ROOF JOISTS STRAP AS � � <br /> o REQ'D BY PLAN U C <br /> m (2)-SIMPSON SDWS 0.220x8 �.-, C <br /> � E.N. INTO BLKG. 0 Q <br /> �TOP OF ROOF z � <br /> � OR FLOOR SHTG � <br /> � 3/16 <br /> w ROOF JOIST RE: PLAN STAIR WALL � � «1 <br /> v ' �PERARCHCORNICE _ v J <br /> TOP PLATES TOP PLATES SDS1/4x4 1/2 SCREWS 4x6xCONT. IF(1)-STRAP REQ'D, � � <br /> � 2x BLKG EA. BAY @(2)-PER FLOOR 4x8xCONT. IF(2)-STRAPS REQ'D <br /> � w/(2)-SDS1/4x6" JOIST BAY � � <br /> w 3x6 LEDGER SCREWS EA. BAY <br /> , ~ O � <br /> a E.N. � � <br /> Z <br /> Q U � W <br /> � o � � o <br /> � � NOTE: RE: 5 3 FOR ALL INFORMATION NOT SHOWN HERE. � W <br /> w � _ <br /> a�i I ( SIMPSON SDWH 0.195x6 � � � <br /> � , <br /> � 1 � � ' <br /> m <br /> �, . I � DRAWN BV <br /> > � (\r1 <br /> � PROVIDE WEB FILLER � <br /> V AT LEDGER LOCATION � SHEET NUMBER <br /> �� SIMPSON DTT1Z w/ ' <br /> ' <br /> � SIMPSONSDWH0.195x6 PARAPET FRAM I NG DETAI L ELEVATOR WALL TO STAI R WALL T - S G . � � <br /> � S T E E L B E A M T O W O O D C O L. S R A P � S H E A R W A L L <br /> � _ " = 1'-0" 1 O ' = 1'-0" 1 1 SCALE: 1" = 1'-0" 1 2 <br /> � <br /> � SCALE: 1" — 1'-0" SCALE: 1 SCALE: 1 ' <br /> m <br />