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<br /> � STRUCTURAL
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<br /> � Q❑ BASE � �j2»x9„x9" W/
<br /> — O O �4�5�8��� EXP. BOLTS AS 2124 Third Avenue-Suite 100-Seattle,WA 98121
<br /> INV. LUS HANGER SHOWN �4 �on�. embed) p: 206.443.6212 ssfengineers.�orri
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<br /> �2�DTT2Z EA. GUARDRAIL 2x CONT. FLANGE-WIDTH ��`V 934 Broadway- Tacoma, w�. 98402
<br /> PROPRIETARY GUARDRAIL POST 3��g TOP NAILER PLANE W� � �ol. & ftg, p: 253.284.9470 ssfengineers.com
<br /> SYSTEM BY OTHERS 5/s"0 W.T.S. � 32"oc
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<br /> DECK JOISTS PER PLAN � (E) JOISTS & SHEATHING ; '
<br /> DECKING PER ARCH.
<br /> �$ ; ; HSS COLUMN PER PLAN
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<br /> (2) �/2"� H.D.G. '�' � � 1" SNIM & NON-SHRINK ���
<br /> BOLTS EA. � � BEAM PER PLAN 3/16 ; ' ; GROUT FOR FULL BRG. � � `' v'
<br /> GUARDRAIL POST `�' BASE � �/2" � ; � � �' x�
<br /> �,� TAP ���/4"x5�/2»x4" W/ ; � � GROUT POCKET AFTER 3»2$
<br /> (2)SDS/4x3 SCREWS (E) SLAB ON GRADE—� � � ; COLUMN INSTALL '�o
<br /> 2x FULL-DEPTH BLKG. TO POST (� 3 GAGE FULL-DEPTH BLKG. EA. ' ; �ssIO N
<br /> C O N T. 4x R I M W/ (3)16d TOENAILS SIDE OF (N) BEAM C� 24"oc - '� o�/�s/2ots
<br /> ° EA. BLOCK POST PER PLAN '�' �
<br /> (N) FLUSH BEAM PER PLAN � . p DESICN:
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<br /> BEAM PER PLAN �`�'�"� �� �� A�` ��a��'��,����`� GFJ
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<br /> W/ CONT. SOLID WEB INFILL '�`�`�.`' �, � �, ��¢�� P � . e�„
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<br /> EA. SIDE OF WEB. CONN. W� � � �� � ���� � �RAwN:
<br /> POST & POST CAP 5/s"0 THRU BOLTS (� 32"oc ,;��,�,����; � r� �� �z � NHD �
<br /> � � �' ' �� �' �� � �' CHECKED:
<br /> PER PLAN (countersink) ��`�°.��`�=� � � :
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<br /> � � ��� � GFJ
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<br /> FOOTING SIZE AND APPR�vED: ABB
<br /> 1 n REINF. PER FOOTING
<br /> 1 G 3 SCHEDULE L�
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<br /> REVISIONS:
<br /> --�-
<br /> PROVIDE 2x FULL-DEPTH
<br /> BLKG. � 8"oc, ALT. SIDES
<br /> EA. BAY
<br /> (E) WALL (E) JOISTS & SHEATHING
<br /> � (2)3/4"� BOLTS
<br /> ' AT BEAM GAGE I tl
<br /> � (E) RIM i11
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<br /> , ��" DPD:
<br /> 2
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<br /> DROPPED BEAM PER PRE-DRILL TOP F�ANGE W/
<br /> PLAN HOLES � 8"oc STAGGERED
<br /> ; ; EA. SIDE OF WEB. PROVIDE
<br /> , � �r�-��� SDS�/4x4" SCREWS � 8"oc
<br /> BEAM SIZE PER PLAN I I TO FULL-DEPTH BLKG.
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<br /> 3j�s � �
<br /> ; ; BEARING � �/2" SUPPORT COLUMN - I I
<br /> ; � BEYOND PER PLAN � �
<br /> ; ; COLUMN PER PLAN �� +
<br /> 5 6 � 8
<br /> �
<br /> PROJEC"I'TITLE:
<br /> ; (E) WALL ABOVE
<br /> 8d (� 2"oc LVL 13 4x11� 4 LEDGER W E SHEARWALL ABOVE (E) NAILING Wa I d e n Po n d
<br /> / / � � )
<br /> (4) ROWS SDS�/4x4�/2" (E) NAILING INV. A35 � 12"oc W/ #6 9900 12th Avenue West
<br /> (N) JOISTS & SHEATHING SCREWS C� 16"oc TO MATCH (E) JOISTS & SHEATHING � x�/2" SPAX SCREWS TO Everett, WA 98204
<br /> PER PLAN (E) STUDS
<br /> ROOF SHEATHING
<br /> 4x BLKG. TO RECEIVE (E) PRE-MANUF. TRUSS RUN SHEATNING UP TO
<br /> NAILING (E) FLOOR BLOCKING UNDERSIDE OF (E) ROOF �
<br /> (E) BLOCKING FRAMING ARCHITECT:
<br /> HOLDOWN POST PER PLAN -HOLDOWN POST PER PLAN Innovative Design Works
<br /> HU11 EA. JOIST TO REMOVE (E) BLKG. & PANEL EDGE NAILING PER
<br /> LEDGER (E) 2x BLOCKING PROVIDE A35 PER (E) 2x BLOCKING SHEARWALL SCHEDULE 19101 36th Ave West, Suite 202
<br /> SHEARWALL SCHEDULE Lynnwood, WA 98036
<br /> 16d (� 2"oc, LEDGER TO 4x VERT. GRAIN BLKG. 4x VERT. GRAIN BLKG. (E) TRUSSES & SHEATHING PH 425.361.1901
<br /> TOP & BOT. PER PLAN 16d (� 3"oc
<br /> BLOCKING TO MATCH HOLDOWN TO MATCH HOLDOWN
<br /> END POST PANEL EDGE NAILING PER END POST
<br /> PANEL EDGE NAILING PER �
<br /> SHEARWALL SCHEDULE (E) JOISTS & SHEATHING SHEARWALL SCHEDULE � (E) CEILING JOISTS .
<br /> (E) JOISTS & SHEATHING ISSUE:
<br /> (E) WALL UPGRADED TO (E) WALL UPGRADED TO (E) NAILING & BLKG.
<br /> SHEARWALL PER PLAN ,�; SHEARWALL PER PLAN ;; PANEL EDGE NAILING PERMIT
<br /> , , ' (E) SHEATHING VERIFY (E) BLOCKING
<br /> (E) WALL UPGRADED TO
<br /> CONT. FULL-HEIGHT '� ; CONT. FULL-HEIGHT �� ; SHEARWALL PER PLAN 5 TITLE:
<br /> SHEATHING C� SHEARWALL � � SHEATHING C� SHEARWALL � � (N) HOLDOWN PER PLAN PANEL EDGE NAILING Framin Details
<br /> UPGRADES UPGRADES (where occurs), REFER g
<br /> HOLDOWN PER PLAN (E) PONY WALL HOLDOWN PER PLAN (E) PONY WALL HOLDOWN SCHEDULE OVER HOLDOWN POSTS
<br /> VERIFY OR PROVIDE 2x
<br /> (where occurs), REFER (E) 2x SILL PLATE W/ (where occurs), REFER (E) 2x SILL PLATE W/ BLKG. BTWN. TRUSSES �E) 2x SILL PLATE W/ PANEL EDGE NAILING PER
<br /> HOLDOWN SCHEDULE �_� 5 HOLDOWN SCHEDULE �-, 5 OVER N BEAM /$"� EXP. BOLTS FOR -, SHEARWALL SCHEDULE
<br /> ; � ADD'L. /s"� EXP. BOLTS � � ADD'L. /s"� EXP. BOLTS � � NET A.B. SPACING PER � � sc .
<br /> ; FOR NET SPACING PER ; FOR NET SPACING PER � � 3/4" = 1'-0" U.N.O.
<br /> PANEL EDGE NAILING ; ; SHEARWALL SCHEDULE PANEL EDGE NAILING ; ; SHEARWALL SCHEDULE , - (N) HEADER/BEAM SHEARWALL SCHEDULE ; ; (E) SLAB ON GRADE DATE:
<br /> 4 concrete embed Janua
<br /> � ti (4" concrete embed) a ti (4" concrete embed) H1 CLIP EA. TRUSS TO � � PER PLAN � ) , , ry 18, 2019
<br /> (E) SLAB ON GRADE ;� �; (E) SLAB ON GRADE �� �� BEAM �T_�� � - � PROJECT N0: 12O74-ZO1H-01
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<br /> ;I I; (E) FOUNDATION & a ,��, (E) FOUNDATIQN & �� J� ° a a I I
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<br /> � �I I; . . q � � STEM WALL sHEEr No.
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<br /> EPDXY GROUT THRD. ROD � - ` �� r EPDXY GROUT THRD. ROD � � � � � PER HOLDOWN SCHEDULE ��� Q
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