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NO. DATE ISSUE/REV. BY <br /> 1� 08.29.18 BLDG.DEPT.REV_ MRL <br /> � 10.05.18 BLDG.DEPT.REV. MRL <br /> LU210 (INVERTED) <br /> SHTG PER PLAN • <br /> EDGE NAILING PER PLAN WALL FRAMING PER PLAN INT FACED SHEAR WALL <br /> PER PLAN, TYP <br /> BLKG <br /> EDGE NAILING PER EDGE NAILING PER PLAN BOTT R CONN PER <br /> SHTG PER PLAN 4'-0" MIN SPLICE LAP 2 PLAN, TYP (E) SHTG PER PLAN SHEAR WALL SCHED <br /> 2„ Q2 MST48 STRAP W� T/SNTG EXT FINISH PER ARCH <br /> 2 (30) 16d SINKERS, �/2 EA END, (N) SHTG PER PLAN <br /> hT/SHTG <br /> 3��6 CENTERED, EA TOP & BOTT R BREAK _ _ _ _ A _ 2x6 BLKG <br /> DOUBLE TOP PLATE STITCHED <br /> i T/SHTG W/ (2) ROWS 1Od @ 12"OC A35 CLIP <br /> � - - - BEAM PER PLAN METAL HARDWARE PER • ■ • , • <br /> � - _ -'�,- -'_ <br /> Q i SHEAR WALL SCHED A R C H I T E C T U R E <br /> I � `� JOISTS PER PLAN RIM BOARD OR SOLID BKLG <br /> 980 South Hamey Sheet • Seattle,WA 98108 <br /> BREAK LOWER PLATE @ JOIST PER PLAN t:206.382.1900 • f:206.382.0450 <br /> I CANTILEVER <br /> STUD CENTERLINE <br /> BEAM CONT WHERE OCCURS I PER PLAN 2x4 BLKG W/ SHEAR <br /> � � BEAM PER PLAN <br /> KNIFE R 6"x4"x�/ " I I WALL PLA NAILIN <br /> 4 STUDS & SPACING PER PLAN EDGE NAILING PER PLAN DEI <br /> W/�/2"� THRU–BOLT ( I 3�16 � EocE NA,�,Nc PER P�aN DIBBLE ENGINEERS INC <br /> I I www.dibbleengmee s co <br /> CAP R 4"x4"x�/4" (R SIZE TO BE I I WALL FRAMING PER PLAN 9 , , 9 33 <br /> �oi Market Street Kirkland WA So <br /> ADJUSTED TO FACILITATE WELD) I I 425.828.4200 <br /> COLUMN PER PLAN � <br /> NOTE: <br /> FLOOR JOISTS NOT SHOWN FaR ��R�TY. EXTERIOR SHEAR WALL <br /> SECTION AT ROOF 1 TYPICAL PLATE SPLICE DETAIL 2 CANTILEVERED FLOOR JOIST CONNECTION 3 PERPENDICULAR TO FLOOR JOIST <br /> 6381x-MOD ■ , b 6331i-MOD � <br /> � <br /> SCAL.E: 1A = 1'-0" Q SCALE:N.T.S. ,�o,X SCALE: 1" = 1'-0" SCALE: 1 = 1 -0 <br /> (2) �/4"�x3" SDS SCREWS (2) �/4"�x3" SDS SCREWS <br /> T/GUARDRAIL INTO GUARDRAIL STANCHION T/GUARDRAIL ` ^ • <br /> INTO GUARDRAIL STANCHION v ! <br /> � <br /> 2x TOP RAIL 2x TOP RAIL Z C <br /> ^, � C <br /> FLOOR DIAPHRAGM EDGE R NAILING PER SHEAR VJ f <br /> � NOTCHED P.T. 4x6 DF#1 GUARDRAIL X NAILING PER PLAN WALL SCHEDULE � � <br /> NOTCHED P.T. 4x6 DF#1 GUARDRAIL = � STANCHION @ 4'-0"OC MAX � } � Z <br /> � a- _ EDGE NAILING PER PLAN O � O <br /> STANCHION @ 4'-0"OC MAX � _ <br /> Q i � � (E) SHTG PER PLAN � � <br /> I I w z Q � (N) SHTG PER PLAN L„� � <br /> � � (N) 4x BLKG W/ � Z <br /> I I (4� �/4"�bx4�/2" SDS SCREWS EA END d � �T/SHEATHING ADDITIONAL BLOCKING TO MATCH <br /> I I 2" 3��6 0 � N @ BUNDLE STUDS & AT JAMB O � <br /> I SHTG PER PLAN � � LOCATIONS IN BEARING WALLS � � j <br /> I I SHTG PER PLAN � o � � � <br /> I I SHTG PER PLAN � SPLICE SHEATHING @ h <br /> I I T/SHTG� T/SHTG � RIM BOARD WHEN ABLE ^ � <br /> COLUMN PER PLAN I I <br /> +- W LL <br /> � � � �� = T/SHTG JOIST PER PLAN d <br /> � JOIST N 2x RIMBOARD PER PLAN � V <br /> I I � � _ � (3) �/q"�x3" SDS EA BLKG � CLIP � � ` <br /> KNIFE R 6"x4"x�/4" I � (E) JOIST� + w � JOIST � 2x BLOCKING @ 18"OC SHEAR WALL SHEATHING & NAILING Q � <br /> W/ �/2"� THRU–BOLT � � CLIP PER SHEAR WALL SCHEDULE O� • <br /> I BEAM PER PLAN 2x BLKG @ 24"OC z METAL HARDWARE PER � <br /> � � � (4) 3�8„�x8" HDG LAG <br /> SHEAR WALL SCHEDULE L � W <br /> � � � (2) ML26 CLIPS BLKG TO BEAM = SCREWS @ JOIST & BLKG (E) JOIST� STUDS PER PLAN & GENERAL ._ � <br /> BEARING R 5 /2"x4"x /4" Q [(1) EA SIDE OF EA GUARDRAIL STANCHION] � � 3 STRUCTURAL NOTES � ` ^ Q <br /> � I 3 � (2) ML26 CLIPS TO JOISTS - (4) /g"�x8" HDG LAG SCREWS � , <br /> I I �16 W/ 1 /2° SDS SCREWS TO JOIST & FASCIA PER ARCH N Q �– <br /> � [(1) EA SIDE OF GUARDRAIL STANCHION] <br /> I I 4 /2" SDS SCREWS TO BEAM � � � O <br /> I I W/ 1 /2" SDS SCREWS TO JOIST & <br /> (N) 4x DF#1 BLKG @ GUARDRAIL JOIST PER PLAN 6" SDS SCREWS TO RIM � � U <br /> STANCHIONS W/ (4) �/4"�x4�/2" SDS RIM PER PLAN FASCIA PER ARCH � —' � <br /> SCREWS EA END O N <br /> DECK GUARDRAIL DECK GIJARDRAiL N <br /> SECTION AT STAIR LANDING AT END JOIST - PARALLEL TO DECK JOIST AT RIM JOIST - PERPENDICULAR TO JOIST EXTERIOR WALL PARALLEL TO JOISTS U <br /> sc,�.F: ,- _ ,�—o• 5 sc�: ,� _ ,'—o� 6 sca.E: ,� _ ,'—o� � 7 scn�E: ,„ _ ,'—o� 6322X Moo� 8 <br /> 0 � � 0 <br /> $� A. D18� <br /> 2x CONT BLKG W/ 'Q�� Og w�SB 1,�, <br /> (3) 10d TO DIAPHRAGM �,�' l��►a . <br /> T/SHTG <br /> 2'-0" 2'-0" MAX H1 CLIP EA TRUSS 37445 � <br /> 2x4 @ 24"OC � <br /> � '�'cis��°�s �'" <br /> EDGE NAIUNG PER PLAN @ BLKG IOIVAI, T'' <br /> W/ (3) G16d EAE ND8 0"OC EDGE NAILING PER (MIN 8d @ 4"OC) I O/��I Q <br /> O <br /> PLAN @ BLKG 2"� VENT HOLES PER ARCH @ �, <br /> NOTCHED GUARDRAIL NOTCHED MAX (3) PER FULL BLOCK <br /> STANCHION PER 4/S400 GUARDRAIL STANCHION 2x4 @ 48"OC W/ SHTG PER PLAN <br /> MAIN ROOF (2) 16d EA END � PANEL EDGE NAILING <br /> FRAMING PER PLAN T/SHTG — — — — — — — <br /> BOLTS PER 4/S400 Z CONT 2x4 TRIM FOR �A-�—R�ES -- � T/ROOF R DRAWN <br /> v _N 2" 2x BLKG � MAIN ROOF FIRM BRACING � — - - SAT/MRL <br /> SHTG PER PLAN W FASCIA PER ARCH <br /> \ JOIST W/ (3) 16d NAILS <br /> T/SHTG N � _ PER BLOCK TO JOIST BELOW INTERIOR BOTT CHORD FLAT @ SIM CHECKED <br /> __ � - - (2) 10d END NAILS 2x6 OUTRIGGER JAC/MPM <br /> � � � 2x4 @ 24"OC ROOF TRUSS PER PLAN FASCIA PER ARCH <br /> DATE <br /> � – – � A34 @ 48"OC RAFTER PER PLAN 2x FULL DEPTH BLKG METAL HARDWARE PER OVERHANG 06A4_2018 <br /> I SHEAR WALL SCHED PER ARCH <br /> 16d @ 8"OC SCALE <br /> � 3�2�� LUS24 HANGER <br /> � � -�DIAPHRAGM EDGE NAILING DBL TOP R DOUBLE TOP R AS NOTED <br /> RIM PER PLAN 1" � T/SHTG WALL FRAMING PER PLAN PLANR&WSCHED R JOB NO. <br /> �/�, SECTION <br /> MAIN ROOF J 17-637 <br /> FRAMING PER PLAN Q <br /> EDGE DETAIL � � � �� �V��"��= � �' <br /> w <br /> 0 <br /> NOTE: <br /> TYPICAL VENTILATION MAY BE REQUIRED AT BLOCKING. VERIFY METHOD WITH ENGWEER PRIOR TO CONSTRUCTION. E/� 1 ERIOR SHEAR WALL � <br /> GUARDRAIL STANCHION FACE MOUNT AT RIM TYPICAL ROOF OVERFRAMING DETAIL TYPICAL OUTRIGGER AT GABLE END OF DORMERS PERPENDICULAR TO ROOF TRUSS o <br /> SCi�: �T = ��—�M � SC+�:N.T.S. 6581 x-MOD � O SCi�: �» _ ��'0� 6504x-MOD 11 S�E: �� = ��r'�n � � ��t� '..� ' .., ... �� h�lsF t t"_w� � ~,��i 6501 x-MOD � � � <br /> � ` .�, ,ti. V <br /> x�� � � ; <br /> ' ' W <br /> � �� � � � . <br /> ; OC� �J 5 �0�� �_.. <br /> � , <br /> CiT�`r� �f� �����ET�1 <br /> �'�rmit ��ro������ <br />