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COPYRIGHT NOTICE
<br /> 41/2" (MIN) 6'-0" MAX \ T STUD WALL PER PLAN WALL END THIS DOCUMENT AND THE INFORMATION
<br /> r 1 -0n (MAX) I t I I 1_ _„,_ _,,,_ ,4-
<br /> 1 1 I I I WHERE OCCURS HEREIN RELATING TO THE PROJECT ARE
<br /> I I I I I I I I I I I TRIMMER FOR HD BOLT ANC INSTRUMENT OF SERVICE AND THE
<br /> CH,
<br /> STUD WALL I I I I I I I I I I I NAOSHR AND
<br /> TED PRORCH ECPERTY OTS,F BPTS.SNO
<br /> BOT PLATE
<br /> PER PLAN I I I I I I I� HEADS AT WALL END PART HEREOF SHALL BE COPIED,
<br /> I I I I I I I I I __ I WHERE OCCURS DUPLICATED, DISTRIBUTED, DISCLOSED OR
<br /> J I L L_—_L 1 1____1 1 J_I_ MADE AVAILABLE TO OTHERS OR USED TO
<br /> T/SHTHG - FLR OR ROOF FRAMING ANY EXTENT WHATSOEVER, EXCEPT AS
<br /> PT SILL PLATE 4'-O" MIN SPLICE LAP ? A, " r '' r PER PLANS & DETAILS 1IIilin EXPRESSLY ITHORIZED IN WRITING BY
<br /> PER PLAN PLATE NAILING PER PLAN BOTESCH, N AND HALL ARCHITECTS,
<br /> CONC SLAB I I DBL TOP PLATE II rl II it I I I it rl II r1 I
<br /> nn III
<br /> I I I nn In FULL DEPTH VEST I P.S.
<br /> PER PLAN S ini iei i i iV1 1n1 T SHTHG
<br /> BLKG TO MATCH STUDS
<br /> il
<br /> (2) ROWS 0.148"�x31/4" II ul1 I I I uu uu ABOVE CONT THRU TO PER PLAN I JOISTS, RIM JOISTS OR
<br /> NAILS ( 16) TOTAL) u ° II 11 I I II II II I1 FDN WHERE OCCURS BLKG PER DETAILS Q
<br /> T/SLAB I 'I STAGG WITHIN AREA r r I I I r
<br /> PER PLAN a a OF SPLICE) @ 6"OC ADDL STUD(S) HD ANCHOR TYPE PER PLAN- ,l \\I-___
<br /> ..- STRAP TYPE HD PER PLAN 'h
<br /> a s TO MATCH I 1 a . a d d -. ° d d. e ee° a . a J J STUDS ABOVE STUDS PER PLAN (2) MIN Mk,• BLKG PER PLAN
<br /> a a.. a M STUPER PLANL DBL TOP PLATE, SPLICE7i Plir
<br /> u M
<br /> a ° ° ° a BLKG AT HORIZ PANEL EDGE M DBL TOP PLATE N z
<br /> a PLATE SPLICE TO Z
<br /> A B a a PER 2/S5.1 LII M
<br /> OCCUR OVER STUD WALL & SHTHG PER PLAN M . —STUDS PER PLAN (2) MIN 0
<br /> STUDS, TYP FRAMING PER PLAN ui N M g
<br /> ANCHOR BOLT, TYP u I
<br /> BOT PLATE STUD WALL PER PLAN EDGE NAILING PER PLAN, TYP u I N CC
<br /> NOTES: STUD WALL PER PLAN N '�
<br /> N N FIELD NAILING PER PLAN
<br /> 1. USE 5/8"O ANCHOR BOLTS WITH 7" MINIMUM EMBEDMENT INTO CONCRETE SLAB. (TYP EA END
<br /> NAILS PT SILL PLATE W/ AB'S PER PLAN ;ul
<br /> HDR PER PLAN
<br /> lkIIIIIIIII 2. EACH SILL PLATE PIECE SHALL HAVE (2) BOLTS MINIMUM. HOLD-DOWN ANCHORS ARE NOT TO BE -0- - V\-- ÷ HD ANCHOR TYPE PER PLAN 11 y1 1 STRAP TYPE HD PER PLAN
<br /> CONSIDERED AN ANCHOR BOLT. BUNDLED TRIMMER STUDS I.� d I Q `..I
<br /> 01.11
<br /> INDICATED AS THUS: 2) T/SLAB 4 z ��, r �� �_
<br /> SILL AT WINDOWSIl ON PLAN (1) MIN, TYP $ �'�' r
<br /> 3. LOCATE BOLTS WITHIN 1'-0" OF SILL PLATE PIECE ENDS AND AT 6'-0"OC MAXIMUM. PER PLAN
<br /> li
<br /> 4. USE PLATE WASHER PER SHEAR WALL SCHEDULE AT EACH BOLT. STANDARD CUT WASHERS ARE ACCEPTABLE KING STUDS PER PLAN THKND SLAB WALL FIG �- = �u CONC SLAB BEYOND PER PLAN
<br /> AT NON-SHEAR WALLS. (1) MIN AT INT WALLS BEYOND, 'i a
<br /> TRIMMER & KING DEEPEN INT FTG AS T = o ��
<br /> 5. DO NOT DRILL OVERSIZE HOLES THRU SILL PLATE. USE 11/16"0 DRILL BIT. STUDS CONT READ TO ACCOMMODATE N
<br /> NOTE: TO BOT PLATE HD ANCHOR EMBED —I I �� 1
<br /> 6. SILL PLATE THICKNESS AND FASTENING AT SHEAR WALLS PER SHEAR WALL SCHEDULE. FLOOR/ROOF JOISTS NOT SHOWN FOR CLARITY. CONC STEMWALL & FTG I N
<br /> PER PLAN N I
<br /> 7. CONTACT THE ENGINEER-OF-RECORD FOR POST INSTALLED ANCHOR OPTIONS. -V -0- Z ae 'n- W x
<br /> TYPICAL SILL PLATE ANCHORAGE TO CONCRETE TYPICAL PLATE SPLICE DETAIL 2 TYPICAL HEADER 3 TYPICAL SHEAR WALL ELEVATION 4 r�' ,
<br /> •
<br /> 06910 SCALE: 1"=1'-0" 06904 SCALE: 1"=1'-0" 06210 SCALE: 1"=1'-0" 06090 SCALE: NONE 0 += o
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<br /> Y" GAP ' y" GAP AQ ao
<br /> T i� ? CLIP A @ 4'-0"OC EA ICI, ` al `)N
<br /> 0 �_ _� I , SIDE OF STRONGBACK 1''' a, 1
<br /> III1= <LNIL(
<br /> _ PLAN ' ' m illSTRONGBACK PER PLAN
<br /> Y GAP (E) SHTHG I = o O
<br /> 5 3 1
<br /> <.__...,))��::(4,�:::::::::::, �:.,,---a,.::::::.:::.::. :::.:.4;::::: 1 t HSS6x6x /t6 @ 4 OC 1 - ,r O 5x /4'BM @ 10 -8 OC 0.148 0x2 /2 NAILS @ 4 OC -
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<br /> 8 , I ��� ?. ill L4x4x3/ 6x4 LG E 9 (NI--
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<br /> -- � _ i (E) CMU WALL _ .._.., I I�III, c><- 4 «��4X ,< X�
<br /> (E) CMU WALL 11 1 i HSS6x6x5/16 @ 4"OC �� 1 I ? I i:::: � _
<br /> i 1 I 3 I 11 I.._._.. BENT E 12GA x L
<br /> — BENT R /gx j 8x16 LG 1 ' I , 1 II��� 3"
<br /> 1 I I (E) CMU WALL - . I 1 IIII 1 T i
<br /> 3
<br /> H EADED RO R D ")
<br /> 1 CLIP A @ 4 -0"OC EA -- _J I , /4 1 - mm 1 W/ HILTI HIT-SC & I , I HILTI X-U @ 6 OC
<br /> 1 SIDE OF STRONGBACK I I I HILTI HIT HY-270 i 3 1
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<br /> 1 I I L_�p � (E) 2x12 @ I 1 I 1 _._....___........____.. __. . a _.... _. _.. _11.7.7v, HSS6x6x1/4 (SLOPE TO
<br /> 1 I 16 OC (VERIFY) I 1
<br /> BASE fL't/2x7x12 W/ (2) of 11 '_ _ CLIP A I MATCH ROOF LINE)
<br /> x 1 1 i i 5/8"0 THREADED ROD W/ LU210 HANGER I CLIP B I ' I I
<br /> 5 EMBED & ADHESIVE 1 NON-SHRINK 2-1-1 J
<br /> � ' II
<br /> - ( I1 7 GROUT ,1 _ I I
<br /> TOP TRACK 600T150-43
<br /> (E) CONC SLAB C i I 1 I I CONC SLAB ON (E) CONC SLAB III BASE IF /2x10x12 W/ 1 1 W/ HILTI X-U @ 6 OC
<br /> ( ON GRADE GRADE PER PLAN ON GRADE )I, II (4) 1/2"0 EXP BOLT ° . i I }
<br /> °
<br /> , [ 3 I =a t r W/ 2" EMBED °. ° I1 3/16
<br /> 2 METAL STUD INFILL
<br /> i
<br /> . I a o:. ° ° a i I r I _ c� -- STRONGBACK PER PLAN (E) CMU WALL I -SHTHG
<br /> .a I a 1. ° J, L J a — — Sri j Q
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<br /> 1..1...� rT1 _.. ..._..._......_....___ ._._. r , a 4' ° L-i I—I I I F i_T..�.._.. T..r.1�.....__ ° a: ° 1-4
<br /> L
<br /> I 1 III I ° -II � � �= 1I III I > 3 „ i /
<br /> I a 14 . 4 BENT R illl L4x4x /16x12 LG i I �_
<br /> III, V
<br /> 1 a ° 4x12 HSS STRONGBACK 1 7(E) CONC STEM WALL „ ; TURNED DOWN SLAB EDGE (E) CONC WALL _I. w >' •��`_
<br /> I a ° d d <P I d a. .................�.::'...\ a� \�
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<br /> (E) CONC FOOTING I '. (E) CONC FOOTING -- `�
<br /> I I i (E) CONC WALL °, 4 I (2) 1/2"0 THREADED Q CD
<br /> .Jul
<br /> I 4 ° ° 3° I 1 i 1 4" EMBED
<br /> ,..�, ROD W/ 0 W
<br /> °. ° ° 1 & ADHESIVE
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<br /> " a • "°.. a' — NOTE:
<br /> I °a I CLIP B
<br /> .,I 3/16 r METAL STUD INFILL WALL IS LOCATED ON THE INSIDE FACE OF WALL AT SIM.
<br /> l
<br /> ITT11 i 11i1 �T�T
<br /> PLAN \ N.
<br /> STRONGBACK BASE CONNECTION 0 STRONGBACK BASE CONNECTION 6 CLIP DETAILS 0 INFILL WALL AT STRONGBACKS ti W
<br /> SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" 8 N. CC
<br /> I ea la
<br /> ) SHTHG PER PLAN SHTHG PER PLAN - SHTHG PER PLAN co co w
<br /> (E) DECKING (E) DECKING (E) DECKING si
<br /> (E) 5x93/4"BM @ 10'-8"OC (VERIFY) (E) 5x93/4"BM @ 10'-8"OC (VERIFY)
<br /> (E) ROOF BEAM
<br /> r
<br /> BENT R PER 8/S5.1 BENT R PER 8/S5.1 = 1 (E) NAILER
<br /> 1y" 3 TYP 4 , I. II
<br /> S / W
<br /> 2
<br /> I I 5/8"0 A307 BOLT lIL BENT R PER 8 S5.1
<br /> a 1 1 I p 1 ; E �,,
<br /> _ _ I
<br /> MATCH ROOF LINE �_
<br /> ` _ HSS6x6x1/4 (SLOPE TO " HSS PER 9/S5.1 I. HSS PER 9/S5i JOB NUMBER
<br /> I 110f f'OOOS
<br /> BENT I x4x23.5 I I
<br /> I 1
<br /> I I 6 6@ 8 O OG DATE
<br /> 1/4 ;-.____ i i' HILTI X-U © 6"OC BENT (L' i I ._ .__.._w._, N x ,- I I 1 =_:
<br /> W/ (2) ROWS I I fill PER 9/S5.1 I II I I ¢ I I ;;;;. o MUMS
<br /> 0.148"0x21/2" a ! I ? i ilh! 1/4 I I € 1 BENT PER 1 1 I I DRAWN BY
<br /> NAILS @ 3"OC i 1 1 1 1' 1 / i i ' I 0 10/S5.1 i �_ 1 i I ..... DMA
<br /> ` 11 1 I 4 I I 1 I —]I 1 1
<br /> 21 GAGE I'' I I,`:rr-._ tea- CHECKED BY
<br /> I
<br /> � l I STRONGBACK PER PLAN STRONGBACK �'I r+—� �I i
<br /> STRONGBACK Q
<br /> ( I ? its PER PLAN 1 1-=-J 1 PER PLAN 1 1 3 II } I
<br /> E CMU WALL 1 y (-� 11 +� ; � I
<br /> O I 1: SHTHG PER PLAN (E) CMU WALL CLIP A @ 4'-0"OC EA I 1 1 O CMU WALL i b � SHEErTITLE
<br /> r 1 § SIDE OF STRONGBACK
<br /> _ 1:: CLIP A @ 4 -0 OC EA CLIP A PER 9/S5.1- I I t �=- �" MAC 9 ��
<br /> Lr '1 I SIDE OF STRONGBACK I 1 I I I I(4 I ,,,
<br /> I -- I 1 1 1 I I
<br /> _— —I ' -' __ 1 '' s` CITY OF EVE TT WOOD
<br /> I I €AT T I gym ,
<br /> �r mm "� Permit Safi'
<br /> Y" GAP 1-- Y" GAP DETAILS
<br /> rr
<br /> rt SHEET NUMBER
<br /> WEST WALL EAST WALL
<br /> ,.-
<br /> re
<br /> STRONGBACK CONNECTION AT ROOF0 STRONGBACK S5 .1
<br /> 0 S 0 GBACK CONNECTION AT ROOF STRONGBACK CONNECTION AT ROOF 0 ;uH..`
<br /> SCALE: 1"=1'-0" SCALE: 1"=1'-0" 1 O SCALE: 1"=1'-0"
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