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<br /> • CORRIGHT NOTICE
<br /> THIS DOCUMENT AND THE INFORMATION
<br /> HEREIN RELATING TO THE PROJECT ARE
<br /> AN INSTRUMENT OF SERVICE AND THE
<br /> OCOPYRIGHTED PROPERTY OF BOTESCH,4
<br /> _ NASH AND HALL ARCHITECTS, P.S. NO
<br /> PART HEREOF SHALL DE COPIED,
<br /> W DUPLICATED, DISTRIBUTED, DISCLOSED OR
<br /> V) MADE AVAILABLE TO OTHERS OR USED TO
<br /> 1» 1 ANY EXTENT WHATSOEVER, EXCEPT AS
<br /> EXPRESSLY AUTHORIZED IN WRITING BY
<br /> CLR BOTESCH, NASH AND HALL ARCHITECTS,
<br /> MIN P.S. •
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<br /> STUD WALL & SHTHG PER PLAN n n
<br /> SHEAR WALL SHTHG
<br /> STUD WALL & SHTHG PER PLAN Q
<br /> WHERE APPLIES m m
<br /> '4 HORIZ @ 12"OC EF / BRICK VENEER & WATERPROOFING 1
<br /> ,a PER ARCH gyp CONT SIDE IL
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<br /> PT PLATE W/ AB'S PER PLAN 1/4 I2-6 � 3/8 EA SIDE /
<br /> SOG & REINF �1 _
<br /> PER PLAN PT PLATE W/ AB'S PER PLAN N GO
<br /> P SOG & REINF PER PLAN 1/ o
<br /> = ECCO 5 4 AT NEW , _
<br /> T SLAB '�' T SLAB ROOF BEAM LINTEL ANGLE (/)
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<br /> PER PLAN s ° ., ••
<br /> .7 46 MI TYP 2 I N '_FIN GRADE ;;
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<br /> T/FTG -) a REINF PER PLAN REINF PER PLAN ' PER ARCH z r
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<br /> PER PLAN — ° - 11/4 w
<br /> iSC_ 5,_ i — PER PLAN (E) WF COL o w
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<br /> NOTE: PER PLAN NOTE:
<br /> �,� -r cV
<br /> CONTRACTOR TO COORDINATE SHEARHORIZONTAL COLD JOINT BETWEEN FOOTING AND SLAB NOT PERMITTED. l'
<br /> 4Lc 2.1!':II'I .
<br /> WALL INSPECTION REQUIREMENTS. a)
<br /> , _ ._.._-,, ,.::-4 law:":
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<br /> el 0
<br /> EXTERIOR FOOTING AND STEMWALL AT BRICK VENEER INTERIOR THICKENED SLAB FOOTING AT STUD WALL EXISTING COLUMN STRENGTHENING 0
<br /> 030.31 B (BRICK WAINSCOT) SCALE: 3/4"=1'-0" 03020 SCALE: 3/4"=1'-0" SCALE: 1"=1'-0" o
<br /> ROUGH OPENING WIDTH
<br /> 5 "0 WELDED THRD PER ARCH Q N
<br /> " HSS COL PER PLAN
<br /> STUD @ 16"OC & 6
<br /> FROM T&B, TYP EA LINTEL SIZE SCHEDULE o �
<br /> SIDE OF COL BOT PLATE
<br /> MAXIMUM DEPTH OF ROUGH OPENING WIDTH
<br /> ---\/`—,- VENEER OVER ANGLE 3'-0" 4'-0" 6'-0" 8'-0"
<br /> -_-�—�I 2'-O" c4x4x1/4 c4x4x5/16 c4x4x7/16 c4x4x1/2 __, , _ ..
<br /> (E) OMU WALL------,, I DECKING PER PLAN (E) WOOD BcAM------.,,„\ STUDS PER
<br /> ,, ,, � NAILER SIZE TO MATCH
<br /> WALL STUD SIZE, TYP 3 -0 c4x4x /16 c4x4x /g c4x4x /16 c4x4x /g
<br /> I.......................... PLAN 5 3 7 5
<br /> i
<br /> 1Y" SHEAR TAB 3/8x41/2x6 W/ I OPTIONAL 1" MAX
<br /> i 3" (2)3/4"0 A325N BOLTS _._.,,_ \ RE W/
<br /> 6'-0" c4x4x3/g c4x4xVI6 c4x4x5/g c4x4x3/4
<br /> ��_.�..._,.�..._��...._ �'_._._...., 3x NAILER - `
<br /> COUNTERBO
<br /> ?_...,•_ •,____,.___! � . _— 9 0 c4x4x�EL c4x4x1/2 c4x4x5/g c6x4x3 4 (LLV)
<br /> ' HiprAwinial PLAN - AT NON-SHEAR WALLS ELEVATION
<br /> 31/2" MIN PER ARCH
<br /> ;-• � 4" MAX r 11/2» 41/2" MAX
<br /> 11E1 �' r 5/8"o WELDED THRD HSS COL PER PLAN
<br /> I I r- STUD @ 16"OC & 6" MI�
<br /> L. �_,I_�_ I --REMOVE (E) BOLT
<br /> c•J -1 FROM T&B, TYP EA NAILER SIZE TO MATCH , GWB SHTHG
<br /> j
<br /> ! 1 I » �.,' SIDE OF COL WALL STUD SIZE (NO BRICK VENEER PER ARCH / WHERE OCCURS
<br /> I : '' ;....':: ':: 2 » r; 91 _._._w.._.._.... (E) BEAM SUPPORT l ANCHORS NOT SHOWN FOR
<br /> I , 3x NAILER W/ 5/g 0 A307 BOLTS .. COUNTERBORE ALLOWED
<br /> @ 24"OC EA SIDE OF WEB \ i BOT PLATE AT SHEAR WALLS), TYP CLARITY, VENEER ANCHORAGE
<br /> _ REQUIREMENTS PER [08000]) STRUCTURAL WALL
<br /> 1 ! BEAM PER PLAN _ ? 1111.111/71117I _ 1 PER PLAN
<br /> e
<br /> LINTEL ANGLE
<br /> 3/16I LTT20B 1/2"0x3" TITEN HD SHTHG PER SHEAR STUDS PER T/ROUGH OPNG/ PER SCHED
<br /> >...�.,....� �,.........,u... ; WALL SCHED PLAN B/LINTEL I I I I
<br /> �L3/gx12x12 W/ (4) 3/4"0 A36 1 »
<br /> (6) 0.148 0x1 NAILS w_`•......__._(E C LJ WALL 1 I 1 1
<br /> THREADED ROD W/ 5" EMBED /2 ) SHEAR WALLSCHED BRICK VENEER BEYOND 1 i i STRUCTURAL WALL 9
<br /> & HILTI HIT-HY270 ADHESIVE v" 1 tiL J_ ti_L BEYOND
<br /> PLAN - AT SHEAR WALLS " MIN
<br /> BRG7 1Y"
<br /> NOTE: `I ®MAX
<br /> SECTION
<br /> ALL WELDED THREAD STUDS SHALL HAVE NUTS AND WASHERS. CC "maSTEEL BEAM CONNECTION TO EXISTING CMU WALL0 MODIFIED EXISTING BEAM TO CMU WALL CONNECTION TYPICAL NAILER DETAILS AT STEEL COLUMN TYPICAL LOOSE BRICK VENEER LINTEL
<br /> 8
<br /> SCALE: 1 =1 -0 SCALE: 1 =1 -0" 06909A SCALE: 1 =1 -0 04801A SCALE: 1 =1 -0
<br /> _.___Ic_ 0 3... _ ;_I..
<br /> JOISTS PER PLAN LSSU28 HGR
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<br /> ° 3/4 SHTHG 6�5
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<br /> 3 --- ------ :%� �:'� JOB NUMBER
<br /> TYP SIDES & BOT PLATES -- —
<br /> I 1 3/16 r
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<br /> j ..r._._____....._._.._. ...._ ` + DATE
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<br /> § i _
<br /> ! I I L�I" (2) ROWS �\ DRAWN BY
<br /> 7
<br /> a " 0.148"0x3" - 1
<br /> ___.._.._,..._.... HSS12x6x
<br /> .....,.._._..__..., _... NAILS @ 6 OC `) - .
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<br /> �` I 1-..._.._ I i CHECKED BY
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<br /> CN, — I---i r BEAM PER PLAN A23 N y
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<br /> i I i 2' ;' C,, ANGLED BASE E3/4x7 W/
<br /> ,,,.. �� w l 3 (2) 4"0 ANCHOR BOLTS SHEET TITLE
<br /> I BEAM PER PLAN POST PER PLAN STRINGERS /
<br /> PER PLAN , ADD NAILERS ON \EACH FACE OF J J'
<br /> ECCO OR FABRICATE SIM 3
<br /> ( THE STEEL MEMBER IN THE PLANE < " �' s\ E
<br /> _m OF THE WALL PER 7/S3.1, TYP
<br /> E3/8x12x12 W/ (4) 3/4"0 A36 .,__. a
<br /> THREADED ROD W/ 5" EMBED \ . v\ � � z \
<br /> & HILTI HIT-HY270 ADHESIVE ' i
<br /> \--JOISTS PER PLAN
<br /> SHEET NUMBER
<br /> WOOD BEAM CONNECTION TO EXISTING CMU WALL STAIR DETAIL STEEL FRAME ELEVATION 4 ANGLED BASE PLATE DETAILal
<br /> g --�_ 10 11 ' 12
<br /> SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: NONE SCALE: 1 =1 -0
<br />
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