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<br /> ; APD .
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<br /> American Property Development,Inc.
<br /> 110 110th Avenue NE suite 550
<br /> WALL&SHTG PER PLANS Bellevue,WA 98004
<br /> ' SOLE PL. NAILING PER G.S.N.
<br /> WEATHER PROOF U.N.O. BY S.W. SCHED.
<br /> MEMBRANE BY OTHERS
<br /> FLOOR JOIST PER PLAN BOLT VERT. BOLT HORIZ. BOLT HEADED STUD NOTE: FLOOR SHTG PER PLANS (CONSULTANTS LOGO AND ADDRESS)
<br /> TWO LAYERS OF DIA. EMBED. EMBED. FILLET WELD 1. PROVIDE ANCHORS,ANCHOR BOLTS
<br /> PRESSURE TREATED FLOOR SHTG PER PLAN LENGTH LENGTH SIZE, "S" AND EXPANSION BOLTS PER THIS E.N. JOIST PER PLANS `��: .� ,��4. " � �
<br /> SCHEDULE U.N.O. ON PLANS OR
<br /> PLYWOOD. FASTEN TO 1/2" 6" 4" 1/4" DETAILS.
<br /> JOIST w/SDS SCREWS @ 6" BEAM PER PLAN 2.AT"ANCHORS"USE 3/16"FILLET WELD
<br /> O.C.@ ALL SUPPORTS 5/8" 6" 4" 5/16" ` 201 N. Maple Grove Ste. 100
<br /> 2x12xCONT. P.T.JOIST HANGER PER SCHEDULE � S � BOISE IDAHO 83704
<br /> 3/4" 7" 5" 5l16" 3.THICKNESS OF DRYPACK DOES NOT
<br /> SPACED @ 24"O.C. MAX JOIST, RE: PLAN FOR
<br /> 7/g�� 8" 6" 5/16" APPLY TOWARDS EMBEDMENT. ' � Phone(208)342-7168 •
<br /> JOIST DIRECTION 4. SEE G.S.N. FOR SPEC'S ON LE JOB#154191.00
<br /> L3x2x1/4x0'-3"L.L.V.w/(2)- ��� 9" 7" 3/8° EXPANSION BOLTS AND EPDXY n��sTaucTuan�oernll,�USEDONTHIS
<br /> SDS SCREWS TO JOIST ANCHORS. P�NaRecoPrRicHr(c) OFLOCHSA
<br /> 1 1�8�� 1��� 8" ENGINEERING OF IDAHO.fHE RE-USE OF
<br /> AND LVL(4 SCREWS PER ----- 5. HEADED STUD MAY BE SUBSTITUTED nr�v�erni�snNocoNcePrsisNOT
<br /> ANGLE). SPACE @ 36"O.C. 1 1/4" 11" 9" - .N.
<br /> ____ FOR J-BOLT AT CONTARCTOR�S ACCEPTABLEWITHOUTWRITTENCONSENT
<br /> MAX � OPTION
<br /> PROVIDE FLAT BLKG. OFLOCHSAENGINEERINGOFIDAHO.
<br /> TOP OF ROOFING FACE OF WALL, PROVIDE 1 3/4"LSL RIM.
<br /> PER ARCH
<br /> TOP OF WALL, 10d T.N. @8"O.C. U.N.O. PER P M� H FN
<br /> COLUMN, ETC. PLATE,ANGLE, SHEARWALL SCHEDULE '� `
<br /> ROOF JOIST PER CHANNEL, ETC. O�P�� °F ASH�Nc �
<br /> CLIP AS REQ'D BY S.W. SCHED.
<br /> PLAN NON-BRG.WALL, RE:ARCH. � ''�
<br /> 2"MIN.STANDARD �:s?,/ /
<br /> FILLER PER MFR � HOOD OR BOLT � � I� FOR EXACT LOCATION&S1.13 ��.
<br /> (2)ROWS OF 16d
<br /> m HEAD,TYP. m "S" m I) FOR FRAMING REQUIREMENTS �
<br /> @ 24"O.C.TO � � � � , ,
<br /> WEB FILLER � W w W I� � 9�, ,�� �;/ �?
<br /> �T
<br /> LVL x JOIST NOTE: RE: DETAIL g.1 FOR ADDITIONAL UPLIFT �"`F U��� EN �`'�
<br /> DEPTH W/(2) REQUIREMENTS @ UPPER FLR.AND ROOF
<br /> ROWS OF 16d @ ANCHOR BOLT ANCHOR EXPANSION BOLT , 03-29-� SS/�N A l �N
<br /> 24"O.C.TO WEB (HEADED STUD SIMILAR) (EPDXY ANCHOR SIMILAR) EXP.01/07/202
<br /> FILLER
<br /> , COPYRIGHT CO2011, ALL RIGHTS RESERVED
<br /> � SUBMITTAL/REVISIONS "
<br /> ' # DATE DESCRIPTION
<br /> 1 3/28/2018 ADDENDA#1
<br /> MECH . CURB DETAIL FLOOR JOIST TO BEAM TYP ANCHOR/EXP. BOLT SCHEDULE INTERIOR BEARING WALL �
<br /> SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 2 ' 3 SCALE: 1" = 1'-0"
<br /> NOT TO SCALE �
<br /> . ._ _. _ __ __ _ _
<br /> ' ' DOUBLE SIDED-DOUBLE SIDED INTERSECTION SINGLE SIDED-DOUBLE SIDED INTERSECTION
<br /> LONG SHEAR
<br /> WALL WALL&SHTG
<br /> PER PLANS ATS ROD
<br /> _ ATS ROD
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<br /> WALL&SHTG SHORT
<br /> PER PLANS SHEAR WALL - �
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<br /> END OF WALL
<br /> ' POST AS •
<br /> ' REQ'D BY WALL ABOVE WHERE
<br /> S4.13-S4.14 OCCURS,SHTG. PER PLANS
<br /> AND 4 1 4� ` 6x6 POST 3" SOLE PL NAILING PER G.S.N.
<br /> WALL&SHTG PER PLANS U.N.O. BY S.W.SCHED. .
<br /> SINGLE SIDED-SINGLE SIDED INTERSECTION SINGLE SIDED-SINGLE SIDED INTERSECTION FLOOR SHTG PER PLANS
<br /> SOLE PL. NAILING PER G.S.N. ', —WALL&SHTG PER PLANS (OUTSIDE CORNERI (INSIDE CORNER TO CORNER�
<br /> U.N.O. BY S.W. SCHED. E•N• JOIST PER PLANS
<br /> E.N. SOLE PL. NAILING PER G.S.N. WALL&SHTG WALL&SHTG
<br /> U.N.O. BY S.W.SCHED. PER PLANS ATS ROD PER PLANS �`�; ATS ROD
<br /> F�OOR SHTG PER PLANS
<br /> FLOOR SHTG PER PLANS i{ �
<br /> E.N. JOIST PER PLANS
<br /> FLOOR JOIST PER PLANS
<br /> M END OF WALL `
<br /> POST AS - �
<br /> REQ'D BY � � �
<br /> E.N. S4.13-S4.14
<br /> 6x6 POST �5
<br /> _�_.
<br /> 3��
<br /> 3,� AND 4.1 ■
<br /> E.N. PROVIDE FLAT BLKG. .�� �
<br /> ' DOUBLE-DOUBLE SIDED INTERSECTION DOUBLE/SINGLE SIDED-DOUBLE SIDED INTERSECTION I-JOIST BLKG. @ 48"O.C. �
<br /> ((c�2x8 WALL� (T WTERSECTIOM
<br /> ,
<br /> ATS ROD PROVIDE 1 3!4"LSL RIM. �
<br /> E.N. PROVIDE FLAT BLKG.WHERE 5 1/2" 5 1/2" END OF HANGER RE: PER SCHEDULE
<br /> DBL.SIDED SHEAR WALL DBL S�DED S.W.AS OCCURS WALL POST
<br /> 10d TOE NAIL @8"O.C. U.N.O. � � �
<br /> OCCURS ABOVE. WALL&SHTG WALL&SHTG AS REQ'D BY
<br /> PROVIDE 1 1/4"LSL RIM. PER PLANS ATS ROD PER PLANS NOTE:RE: DETAIL 2 PER SHEARWALL SCHEDULE ^ , �
<br /> S4.13-S4.14 g.1 FOR ADDITIONAL UPLIF ` V ♦,
<br /> -♦ CLIP AS REQ'D BY S.W.SCHED. }'
<br /> END OF WALL M 2x4 WALL @ 'c� 15 � � �
<br /> 10d EA.SIDE POST AS REQ'D �CORRIDOR AND 4 1 REQUIREMENTS @ UPPER FLR.AND ROOF ADD'L PLUMBING WALL WHERE
<br /> CLIP AS REQ'D BY S.W.SCHED. BY S4.13-S4.14 REQ'D BY ARCH. RE: PLAN FOR � �
<br /> FRMG. REQUIREMENTS. � � fn
<br /> AND 15 - (� �
<br /> 4.1 �
<br /> ' 2x4 STUDS 4�� � m � �
<br /> � �
<br /> I I PERP. S.W. � �
<br /> ' NOTE:THIS DETAIL ONLY APPLIES @ LEVEL 3.ALL OTHERS SIMILAR. � � j
<br /> � Q W
<br /> JOIST TO WALL PERP. JOIST TO WALL PARALLEL SHEARWALL INTERSECTION CONN . CORRIDOR JOIST TO LEDGER �
<br /> O
<br /> SCALE: 1" = 1'-0" 5 SCALE: 1" = 1'-0" 6 SCALE: 1" = 1'-0" � SCALE: 1° = 1'-0" 8 L
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<br /> N , WALL ABOVE WHERE
<br /> M ', OCCURS,SHTG. PER PLANS CONNECTION NAILING
<br /> � ', SOLE PL. NAILING PER G.S.N. 101ST TO ALL SILL OR GIRDER,TIE NAIL 3-8d
<br /> � ' U.N.O. BY S.W. SCHED. BRIDGING TO JOIST,TOE NAIL EACH END 2 -8d
<br /> 0
<br /> �.N�,, ', FLOOR SHTG PER P�ANS PLATE TO JOIST OR BLOCKING, FACE NAIL 16d @ 16" O.C. `
<br /> � ROOF SHTG PER PLAN ' E.N. JOIST PER PLANS TOP PLATE TO STUD, END NAIL 2 - 16d � �n �
<br /> � E.N. ', 4-8d,TOE NAIL OR �" V �
<br /> T STUD TO PLATE END NAIL W z �
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<br /> 2 - 16d, — �
<br /> � E.N. DOUBLED STUDS, FACE NAIL 16d @ 24" O.C. � �
<br /> m SINGLE VERTICAL 2x TO DOUBLED TOP PLATES, FACE NA1L 16d @ 16" O.C. O �
<br /> � 'o° MATCH WALL FRMG WALL NOT SPECIFIED , TOP PLATE, LAPS AND INTERSECTIONS, FACE NAIL 2- 16d p Q W
<br /> � E.N. AS BEARING PER PLAN PROVIDE FLAT BLKG. Q
<br /> w ' , CONTINUOUS HEADER,TWO PIECES 16d @ 16" O.C. ZO �
<br /> � ROOF.10tST PER PLAN ALONG EACH EDGE — �
<br /> v SOLID SAWN OR I-JOIST ' � - -- E.N. �' �
<br /> c' OPENING BELOW CEILING JOISTS TO PLATE,TOE NAIL 3-8d U Q
<br /> a� SIMPSON H2.5 EA. SOLID SAWN JOIST CONTINUOUS HEADER TO STUDS,TOE NAIL 4-8d � Q �
<br /> a� SIMPSON H8 EA. I-JOIST FLAT 2x TO MATCH WALL PROVIDE 1 3/4"LSL BLKG. �
<br /> > 16d @ 12"O.C. MAX. CEILING JOISTS, LAPS OVER PARITIONS, FACE NAIL 3 - 16d E' O �
<br /> W FRAMING 10d T.N.@8"O.C. U.N.O. PER (n �
<br /> 0 WALL STUDS AND SHTG. PER PLAN SHEARWALL SCHEDULE CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 3- 16d Z �
<br /> Q ', 1 RAFTER TO PLATE,TOE NAIL 3-8d � O �
<br /> � NOTE: RE: 6 1 FOR ADDITIONAL UPLIFT REQUIREMENTS AT UPPER FLOORS AND ROOF. BUILT-UP CORNER STUDS 16d @ 24° O.C. � �
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<br /> � ROOF JOIST DETAIL TYP. NON BEARING HEADER DETAIL INTERIOR BEARING WALL NAILING SCHEDULE U . N .O. ON PLANS
<br /> _ ,._o.. 11 12
<br /> � SCALE: 1" = 1'-0" g ', SCALE: 1" = 1'-0" 1 O SCALE: 1" -
<br /> m , NOT TO SCALE
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