|
FASTENING SCHEDULE
<br />REF: CBC TABLE 2304.9.1
<br />CONNECTION
<br />FASTENING
<br />LOCATION
<br />_
<br />1. JOIST OR RAFTER TO BEARING
<br />(2) 10d I S
<br />TOENAIL
<br />SUPPORT
<br />MSTC40
<br />(2) 2x CONT TOP PL LINO
<br />2. BRIDGING TO JOIST
<br />(2) 8d
<br />TOENAIL EA END
<br />13. SILL PLATE TO JOIST OR BLKG
<br />16d @a 12" OC
<br />TYPICAL FACE NAIL
<br />4, TOP PLATE TO STUD
<br />(2) 16d
<br />ENL} NAIL
<br />5, STUE TO SILL PLATE
<br />(2)1Od ES
<br />TOENAIL
<br />CMST14x5'-6"
<br />(3) 16d
<br />END NAIL j
<br />_
<br />6. DOUBLE STUDS16d
<br />a@ 16" OC
<br />-FACE-NAIL - - ---
<br />17. DOUBLE TOP PLATES
<br />6d @ 12" OC
<br />TYPICAL FACE NAIL
<br />THAN 6"OG
<br />(12) 16d
<br />LAP SPLICE
<br />8° BLKG i3T!/VN JOISTS OR
<br />(3) 10d
<br />TOENAIL
<br />RAFTERS TO TOP PLATE
<br />SEE OTHERWISE
<br />2x BLKG AT SHTG
<br />i 9. RIES JOIST TO TOP PLATE
<br />10d @ 6" OC
<br />TOENAIL ;
<br />10° TOP PLATES, LAPS &
<br />(3) 16d
<br />FACE NAIL
<br />INTERSECTIONS
<br />SCHEDULE
<br />SCHEDULE
<br />11. CONTENUOU S HEADER,
<br />16d
<br />12" OC ALONG EDGE
<br />TWO PIECES
<br />UNO ON PLAN
<br />UNO ON ELAN
<br />12. CEILING JOISTS TO FOLATE
<br />(3)1Od
<br />TOENAIL
<br />13° CONTINUOUS HDR TO STUD
<br />(4)1Od
<br />TOENAIL
<br />14. BUILT-UP CORNER STUDS
<br />16d
<br />16" OC
<br />15, BUILT-UP GIRDER & BEAMS
<br />20d @ 32" OC
<br />FACE NAIL @ T&B STAGGERED
<br />(2) 20d
<br />ON OPPOSITE SIDES
<br />FACE NAIL s 3 ENDS t@ EA
<br />-L
<br />SPLICE
<br />FASTENING SCHEDULE
<br />1/8" GAP - - 3/8" AT 2x FRAMING
<br />1/2" AT 3x FRAMING
<br />1 1y" ERIN PENETRATION AT 8d
<br />INN" MIN PENETRATION AT 10d
<br />INTO JOIST, STUD OR BLOCKING
<br />NOTE.,
<br />x SHEATHING SHEETS ARE TO BE AS LARGE AS
<br />POSSIBLE. STAGGER SHEETS. JOINTS ARE TO BE
<br />AT 4x CENTERED OVER BE=ARING. EDGE NAIL PER PLAN.
<br />MEMBER: FIELD
<br />1/2" FIELD NAIL @ 12"oG TYP. NAIL HEMS SHALL BE DRIVEN
<br />3x 3f8"-,112" -318" FLUSH WITH SHEATHING, MIN SHTG SIZE IS 24" WIDTH x
<br />AT
<br />AT 3x EES: 48" LENGTH AT FLOOR AND ROOF AND 12"x48" AT
<br />WALLS.
<br />SPACING PER
<br />i-�SCHEDULEE TYP
<br />IM
<br />I I
<br />I PANEL JOINT
<br />z 1
<br />JST OR BM
<br />j" PER PLAN
<br />I I (3"oc OR LESS SPACING AT FLOOR OR ROOF)
<br />(4"ac OR LESS SPACING AT SHEARWALL)
<br />SHEATHING NAILING
<br />1 1/2'= V-0"
<br />MECHANICAL UNIT --- ---- �, 1
<br />PER PLAN
<br />I
<br />I
<br />- SEE S12 OTHERWISE
<br />(W/ A35 @ 32"OC
<br />12" FROM ENDS
<br />!FIN (2) ES)
<br />2x6 FLAT BLKG ---------r �' � i � ` -� - DBL IJ AS OCCURS
<br />AT CLIP W/ ROOF PEN
<br />IJ PER FLAN
<br />01 '\ CURB DETAIL ABOVE IJ
<br />1 1/2"= V-0"
<br />TOP PLATE SPLICE SCHEDULE
<br />MARK
<br />EAP SPLICE (CASE 1)
<br />STRAP SPLICE (CASE 2)
<br />AD
<br />(12) 16d PER 4'-0" EVAN EAP
<br />MSTC28
<br />1
<br />(22) 16d PER 4'-0" MIN LAP
<br />MSTC40
<br />(2) 2x CONT TOP PL LINO
<br />(26)16d PER V-0" MIN LAP
<br />MSTC52
<br />�I
<br />(32) 16d PER V-0- MIN LAP
<br />EVlSTC66
<br />��
<br />(44) 16d PER 8'-0" MIN LAP
<br />MSTC40 ES
<br />3
<br />(50) 16d PER 10'-0" MIN LAP
<br />MSTG52 Es
<br />NOTES:
<br />1. AT LAP SPLICES, SPACE NAILS @ Woo MIN (MAX 12"oc). STAGGER AT 2Y2"GAGE.
<br />2. USE STRAP SPLICE WHERE BM INTERSECTS TOP PL.
<br />3. NAILS TO MATCH LAP SPLICE= ES OF SPLICE (16d @ 12"Oc MIN)
<br />4, USE SPLICE TYPE A UNO. -SPLICE
<br />SEE SEE EQUAL # � PLATES
<br />NOTE 3 LAP NOTE 3 NAILS EE �� /-STRAP
<br />2x SB W/ PI=N
<br />&16dPEN
<br />CASE 1 SPACING TO PL's CASEE22
<br />TOP_PL SPLICE SCHEDULE AND DETAILS
<br />3/4'= V-0"
<br />LEDGER SPLICE SCHEDULE
<br />MARK
<br />CASE
<br />STRAP/PLATE
<br />CASE
<br />STRAP/PLATTE
<br />'A
<br />1
<br />MSTA24
<br />1
<br />(2) 2x CONT TOP PL LINO
<br />13
<br />1
<br />MSTA30
<br />1
<br />SHIM AS READ4.
<br />��
<br />2
<br />MSTI48
<br />3
<br />MST160
<br />D
<br />2
<br />CMST14x5'-6"
<br />3
<br />CIvEST14x6'-0"
<br />@ 24"oc AT WALL PEN LESSE
<br />2
<br />(2) M ST148
<br />4
<br />PL'/" WI 1" (6) MB
<br />D
<br />THAN 6"OG
<br />1
<br />SEE PLAN FOR SIZE
<br />ES OF SPLICE
<br />STRAP OVER -- BM As OCCURS
<br />SHTG OPTION �- SEE NOTE #3
<br />I
<br />AVE-
<br />-
<br />STR:AP
<br />CASE 1 (SEE NOTE 3) CASE 2
<br />-- 3'./2" MAX DEEPx'/" MAX
<br />WIDTH SLOT IN BEAM
<br />STRAP
<br />4" 7-
<br />71
<br />CASES 3
<br />CASE 4
<br />NOTE: PROVIDE WALL SHTG E5 AS OCCURS
<br />BOLTS 412" MIN &
<br />12" MAX FROM EE THRU BOLT MAY BE USED IN
<br />OF ALL NAILERS LIEU OF THREADED STUD BOLT
<br />HSS COLUMN EVER PLAN/
<br />Typ f f 2x ES W1 Va"o THREADED
<br />3116
<br />_EN
<br />4x ES W1 bla"o THREADED
<br />% / STUD BOLT @ 24"oc, TYP
<br />1 fr UNO - PROVIDE Ya'*o
<br />THREADED STUD BOLT @
<br />12"oc AT WALL PEN LESS
<br />THAN 4"no11
<br />AT EXT WALLS°-
<br />(3) 16d WITHIN 12" TYP AT
<br />DBL STUDS OR POST
<br />(3)16d EN AT 2x6 & 2x8 STUDS
<br />T&B --
<br />TOP PL BREAK 4'-0" MEN LAP SPLICE€
<br />(AT STUD) W1(14)16d TYP UN©
<br />BOT PL BREAK
<br />(AT STUD)
<br />CASE 1
<br />r
<br />� � STUD BOLT @ 32"oc, TYP
<br />PDP @24"oc
<br />(2) 2x CONT TOP PL LINO
<br />CS16
<br />(10) 10d
<br />'r
<br />'J
<br />LINO - PROVIDE 3x ES W/
<br />SHIM AS READ4.
<br />12"
<br />161-0"
<br />GS14
<br />(13) 10d
<br />%"a1 THREADED STUD BOLT -
<br />RLL HOLES NAIL
<br />lad @ 4'oc STGR
<br />16"
<br />W1 (5)
<br />166dd @ 16"oG
<br />CMSTC 16
<br />@ 24"oc AT WALL PEN LESSE
<br />� EN
<br />2x STUDS @ 16"oc LINO
<br />10d @ aroc STGR
<br />24"
<br />D
<br />THAN 6"OG
<br />1
<br />SEE PLAN FOR SIZE
<br />RLL ALL MIL
<br />HOLES
<br />1ad031"oc=32-
<br />STGR
<br />1"
<br />WALL PEN
<br />SEE OTHERWISE
<br />2x BLKG AT SHTG
<br />AB & WASHER PER SCHEDULE.
<br />HDR PER
<br />HDRPER
<br />I L
<br />JOINTS UNO
<br />SCHEDULE
<br />SCHEDULE
<br />COLUMN WITHIN WALL.
<br />HSS COLUMN AT COMER
<br />AT INT;
<br />UNO ON PLAN
<br />UNO ON ELAN
<br />&nR-
<br />ATELL HT sTura AT OPNrG 9 4'.O°
<br />zx F€FLL HT STUD AT oPNG s.o�
<br />TYPICAL D3OR
<br />TYPICAL
<br />tz�
<br />INTERIOR
<br />THICKNESS TYP
<br />W INEX3W r
<br />3x W1 Va"o THREADED
<br />4x FULL HT POST ATOPNG 6-w
<br />6x rULL HT POST AT OPM Is e oR
<br />AT I"
<br />-L
<br />112"
<br />STUD BOLT, CSK (1" MAX)
<br />OPNG -, USE POST PER PLAN
<br />AT FEA A P \
<br />F'TDF SILL PL AP.
<br />AX
<br />MAX@
<br />32"0c, TYP UNO
<br />2x OR 3x ES
<br />10\ BLOCKS WHERE
<br />CONDITION WHERE
<br />CURB WHERE
<br />OCCURS
<br />lac TRIM STUD, SAO
<br />REQUIRED ALIGN W/
<br />NAILER ABV
<br />BOLT OCCURS AT STUD
<br />/ TREAT END
<br />- FOR END OF WALL
<br />2x BLKG
<br />PRESERVATIVE
<br />LOCATION
<br />2x UNO, GSK NOT
<br />AT CURB
<br />f PERMITTED AT 2x
<br />A35 --
<br />A
<br />UL II 0�9 AIR
<br />1§11L
<br />SEES I $OTHEEWISE
<br />SE=ES OTHERWISE
<br />HSS COLUMN AT END OF WALL
<br />WIDE FLANGE NAILER
<br />Is*
<br />#4xi CURB �----J
<br />END OF SILL PUS OR
<br />i AT sx SELL:
<br />,
<br />�
<br />(EDGE OF OPNG SEMS)
<br />(CHANNEL $ HSS SIM)
<br />�l"o HOLE --�
<br />CSK 1" MAX
<br />BAR AT DOOR
<br />NOTCH OR HOLE WIDER
<br />THAN 113 PL WIDTH � �
<br />(4) 1 Od TN AT 2x6
<br />(6) 1 O TN AT 2x.8
<br />FOR NUT &
<br />5/8"0 AB @
<br />V♦
<br />12" MAXIMUM
<br />WASHER
<br />4'-0"oc TYP UNO 4'%MINIMUM
<br />®
<br />TYPICAL STEEL BEAM/COLUMN NAILER
<br />� TYPICAL STUD
<br />1y��q� �
<br />WALL AND OPENING FRAMING
<br />TNG
<br />SPLICE NOTES.
<br />1. PROVIDE 3X OR (2) 2X
<br />STUDS AT SPLICE
<br />2. ALL NAILS TO BE 1Od
<br />NAIL ALL HOLES
<br />3. FOR CASE 1, SPLICE W/
<br />MSTA36 AT BEAM
<br />4. USE SPLICE TYPE 'A"
<br />UNO
<br />DRILL STRAPS FOR
<br />- HANGER NAILS
<br />DBL STRAP AS
<br />OCCURS
<br />CL
<br />STRAP
<br />" MIN
<br />3/4"= V-0"
<br />SLOT BEAM NEAR END
<br />ONLY PER CASE 3
<br />1 NV
<br />HUS HGR TO FIT
<br />BLW STRAP
<br />NOTCH TOP OF
<br />JST AS REOiD
<br />TIE STRAP SCHEDULE
<br />MARK
<br />STRAP
<br />MIN,
<br />NAILING
<br />ES OF +
<br />MAX. NAIL SPACING
<br />MIN, END
<br />LENGTH
<br />(EL)
<br />CASE 1
<br />CASES 2
<br />EL
<br />RG.
<br />(:4�>
<br />CS16
<br />(10) 10d
<br />lad Q 4�oc.STGR
<br />ML AA L UL
<br />HOLES
<br />lad 4•oc STGR
<br />12"
<br />161-0"
<br />GS14
<br />(13) 10d
<br />lad @ 4 -ac STGR
<br />RLL HOLES NAIL
<br />lad @ 4'oc STGR
<br />16"
<br />W1 (5)
<br />166dd @ 16"oG
<br />CMSTC 16
<br />(25) 10d
<br />10d tot 3'. STGR
<br />FqL A SQ'''L
<br />10d @ aroc STGR
<br />24"
<br />D
<br />CMST14(
<br />33) 10d
<br />10dOSWoe
<br />STGR
<br />RLL ALL MIL
<br />HOLES
<br />1ad031"oc=32-
<br />STGR
<br />1"
<br />1. CASE 1 APPLIES UNLE=SS END LENGTH (EL) Is NOTED ON PLANS. WHERE END
<br />LENGTH (EL) IS NOTED, SE=E CASTE 2.
<br />CUT LENGTH CUT LENGTH
<br />ECS EQ END LENGTH (EL) REMAINDER LENGTH (RL)
<br />CASE 1 CASTE 2
<br />2. AS REQUIRED, PROVIDE CLOSER NAIL SPACING TO MEET MINIMUM NAILING EACH
<br />SIDE OF*.
<br />3. LOCATE STRAPS OVER PLYWOOD AND BLOCK UNDER STRAP W/ FLAT 2X6 WHERE
<br />NO FRAMING OCCURS, UNO.
<br />4. SEE PLATES FOR STRAP LENGTHS, LOCATIONS AND DETAILS, UNO,
<br />I TIE STRAP SCHEDULE - -
<br />3f4"= V-0"
<br />CEILING JOIST SCHEDULE
<br />MAX SPAN
<br />JOIST SIZE
<br />HANGER IF
<br />REQUIRED
<br />LEDGER #F
<br />REQUIRED
<br />61-0"
<br />2x4 @ 16"oc
<br />LU24
<br />2c4 W/ (2)
<br />16d @ 16"oc
<br />12'-0"
<br />2x6 €@ 16"oc
<br />LU26
<br />2X6 W/ (3)
<br />(3) %"o CARRIAGE
<br />BOLTS AT POST UNO
<br />I
<br />JA
<br />16d r@ 16"oc
<br />161-0"
<br />2x8 @ 16Toe
<br />LU28
<br />2x8 16 o
<br />16d @ 16"c
<br />20'-0"
<br />2x1€1 a@ 16"oc
<br />LU21 fi
<br />W1 (5)
<br />166dd @ 16"oG
<br />NOTES:
<br />1, CEILING JOIST SCHEDULE IS BASED ON LL = 10 psf.
<br />2. WHERE LEDGERS ARE NAILED THROUGH WALL SHTG,
<br />USE 16d COMMON NAILS.
<br />3. PROVIDE MIDSPAN BLOCKING AT 2x10 JOISTS.
<br />CEILING JOIST SCHEDULE
<br />314"= V-0"
<br />314"= V-0"
<br />POST PER PLAN
<br />MB OR
<br />THRID ROD
<br />WASHER
<br />AT AB
<br />-WALL PEN PER SW SCHED
<br />I
<br />MIN POST SIZE
<br />UNO ON PLANS
<br />OR TRIM STUD PER j `,`
<br />812 1
<br />16d @ 12 -OC AT -
<br />TRIM STUD
<br />TO POST W/ FIE;.E3
<br />,HE=ARWALL SHTG
<br />NOT SHOWN
<br />10d @ 12"Oc
<br />12"
<br />12"
<br />SIMPSON HOLDOWN
<br />HDU4
<br />(3) %"o CARRIAGE
<br />BOLTS AT POST UNO
<br />I
<br />JA
<br />PER PLAN & TABLE BELOW
<br />4x
<br />HDU5
<br />ON PLAN'
<br />f:'1 ABOVE HD, MID HT,
<br />FULL HEIGHT POST
<br />12"
<br />4x
<br />& 12" FROM TOP OF POST
<br />PER SCHED (4x MIN)
<br />1A2x21/2" SQ
<br />-
<br />' SILL PL & ANCHORAGE
<br />SDS SCREWS TO
<br />POST PER MFR
<br />A35 ES T&B
<br />HDU 11
<br />`3"
<br />r EVER SW SCHEDULE
<br />; WALL PEN TO SILL
<br />PL
<br />FF OR TOP
<br />16"
<br />18"
<br />1 1- -PIPES THRU FTGOF
<br />CURB
<br />1"
<br />MIN E E 12" MIN FROM HD
<br />TO FOOTING
<br />DEPTH PER, ``P
<br />SCHEDULE#'
<br />AB & WASHER PER SCHEDULE.
<br />3" CLR MIN PROVIDE NUT ES WASHER.
<br />i " , - DE=EPEN FTG AS READ
<br />12 4 ,I TO MA NTAI N 3" CLR
<br />HOLDOWN
<br />MB OR
<br />THRID ROD
<br />WASHER
<br />AT AB
<br />DEPTH
<br />MIN FTG
<br />WIDTH
<br />MIN POST SIZE
<br />UNO ON PLANS
<br />HDU2
<br />lya"o
<br />Y. -x2" SQ
<br />12"
<br />12"
<br />4x
<br />HDU4
<br />5z5"_0
<br />%- 2" SQ
<br />12"
<br />12"
<br />4x
<br />HDU5
<br />va"o
<br />ya"x2" Std
<br />12"
<br />12"
<br />4x
<br />HDU8
<br />ys'o
<br />1A2x21/2" SQ
<br />15"
<br />183
<br />+6x6
<br />HDU 11
<br />1"
<br />1!"x2', 2" SQ
<br />16"
<br />18"
<br />6x6
<br />FEDU1 1*
<br />1"
<br />Ya"x3" SCS
<br />21"
<br />24"
<br />6x6
<br />*NUTS AT ANCHOR. ROD TO BE HEAVY HEX
<br />TYPICAL HOLDOWN
<br />314"= V-0"
<br />16d @ 12"ocT117 -16d @ 12"oc
<br />PEN
<br />SHTG
<br />10d @ 1 O @
<br />12"oc 12"oc
<br />16d @ 12 -ac POST & HD
<br />PER PLAN
<br />SHTG STUD WALL °° STUD WALE.
<br />STUDS AT INTERSECTION HD AT INTERSECTION
<br />A�»"...�...,»".Y.....R--
<br />SHTG B
<br />---16d a@ 12"Oo WHERE 16d COMMON @
<br />10d @ 12"oc OCCURS PEN SPACING
<br />16d COMMON I �- E'EN
<br />@ 12"oc STUD WALL SHTG
<br />PEN WHERE10d @ 12"oc OCCURS \ - POST & HD
<br />16d @ 12"oc 16d @ PEN i PER PLAN
<br />SHTG SPACING PEON
<br />STUDS AT INTERSECTION HD AT INTERSECTION
<br />PEN WAL
<br />WALL' W ' i�,. SPAC16dCIING N PEN L , 1� PEN SPACING
<br />- WALL PEN
<br />F `
<br />SHTG 16d COMMON @ POST & HD � SHTG AS
<br />PEN SPACING PER PLAN OCCURS
<br />STl.ID6 AT INTERSECTIC3N F HD AT CORNER
<br />10d @ 12'oc -
<br />WALL PEN
<br />PEN PER '�/f _ _ _W SCHE FROST & HD
<br />/� PER PLAN
<br />.// 1 r-- SHTG \ i 1 i SHTG
<br />16d @ 12"Oc
<br />-- STUD WALE_
<br />* �`~..•-...-•. _.- SHTG
<br />STUDS AT CORNER
<br />TRIMMER PER
<br />PIAN
<br />TYPICAL PLAN VIEW OF -STUD WALL INTERSECTIONS
<br />V4"= V-0"
<br />318"= V-0"
<br />NAILS TO MATCH LAP SPLICE, ES
<br />OF SPLICE (16d @ 12"Tac MIN)
<br />A35 ONE SIDE T&B AT EXT OPNGS 4"-0",
<br />A35 ES T&B AT OPNGS >,V-0"
<br />(4) 16d TYP
<br />A35 T&B TYP AT EXT OPNG
<br />(1) 2x TRIMMER TYP
<br />(2) 2x TRIMMER AT OPNG > 8'-0" UNO ON PLANS
<br />NOTCHING OF STUDS NOT PERMITTED.
<br />FOR HOLES IN STUDS SEE
<br />DBL PL's, NO SPLICES
<br />ALLOWED
<br />HEADER SCHEDULE
<br />SPAN
<br />MAXBRG
<br />NOMINAL
<br />HEADER
<br />NON-BRG
<br />61-0"
<br />6X6 OR 8x8
<br />6x6
<br />81-0"
<br />6x6 OR 8x8
<br />6x6
<br />101-0"
<br />6x10 OR 8x10
<br />6x8
<br />12'-0"
<br />6X12 OR 8x12
<br />6x8
<br />U3 MIN
<br />1. HEADERS TO MATcx W UrH OF WALL STUDS.
<br />Z FOR LARGER OPEN€NQS, SEE PLANS.
<br />S. AT2x6WALLS. USE 6xHEAaER+2x+SHNOR63%*GL8+SHIM.
<br />') U2 MAX
<br />L D/4-- 3D MA
<br />�f
<br />4'-0" MAX I � _ DMI N
<br />DBL FRMG MEMBERS
<br />ES OF OPNG WHERE '�-
<br />r�
<br />EDGE OF OPENING
<br />FOR 3 TIMES LENGTH
<br />OF OPENING CS16 x "2W" LENGTH STRAP AT ES OF OPNG
<br />GREATER THAN 24"x24" ON TOP OF PLY
<br />/7N OPENING TO 4C-0" SQUARE
<br />ROOF PE
<br />AROUN
<br />OPN
<br />2x6 W/ A35 EE (U4
<br />4x W/ HGRS AT MEC
<br />EQUIP ATTACHMENT
<br />PEN TO CONT
<br />FRMG FOR 2
<br />TIMES 'L'
<br />ER
<br />CLOSELY SPACED OPENINGS BETWEEN FRAMING �
<br />2x6 W/ A35 EE (USE 4x W/
<br />HGRS AT MECH EQUIP
<br />ATTACHMENT)
<br />ROOF OR FLOOR
<br />JSTS DO NOT CUT
<br />2x6 W/ A35 EE (USE 4x W1
<br />CGRS AT MECH EQUIPMENT
<br />ATTACHMENT)
<br />LOCATE OPNG BETWEEN
<br />FRMG, NO ADUL OPNGS
<br />WITH€ 41-0" ALL AROUN®
<br />PLAN SEE B WEEEN CLOSER
<br />OPNGS OGGUR
<br />ISOLATED OPENING BETWEEN FRAMING UP TO 24"
<br />314"= V-0"
<br />BILK EDGES OF OPNG
<br />•� - CS16 x °3W " T&E3
<br />�
<br />_t
<br />FRMG ISI
<br />9
<br />INTERRUPTED UNO
<br />r
<br />2x F=LAT BLOCKING
<br />\
<br />.f
<br />UNO ON FLAN
<br />HGR TYP
<br />(4)16d TO BM -
<br />4x HEADER TO --
<br />LAP STUDS TO BM
<br />.e
<br />f
<br />MATCH JOIST
<br />-J
<br />.
<br />DEPTH UNO ON
<br />TYP STUDS
<br />PLANS
<br />r
<br />�
<br />PEN TO MEMBER AT --
<br />POST TO MATCH BM
<br />r�
<br />EDGE OF OPENING
<br />FOR 3 TIMES LENGTH
<br />OF OPENING CS16 x "2W" LENGTH STRAP AT ES OF OPNG
<br />GREATER THAN 24"x24" ON TOP OF PLY
<br />/7N OPENING TO 4C-0" SQUARE
<br />ROOF PE
<br />AROUN
<br />OPN
<br />2x6 W/ A35 EE (U4
<br />4x W/ HGRS AT MEC
<br />EQUIP ATTACHMENT
<br />PEN TO CONT
<br />FRMG FOR 2
<br />TIMES 'L'
<br />ER
<br />CLOSELY SPACED OPENINGS BETWEEN FRAMING �
<br />2x6 W/ A35 EE (USE 4x W/
<br />HGRS AT MECH EQUIP
<br />ATTACHMENT)
<br />ROOF OR FLOOR
<br />JSTS DO NOT CUT
<br />2x6 W/ A35 EE (USE 4x W1
<br />CGRS AT MECH EQUIPMENT
<br />ATTACHMENT)
<br />LOCATE OPNG BETWEEN
<br />FRMG, NO ADUL OPNGS
<br />WITH€ 41-0" ALL AROUN®
<br />PLAN SEE B WEEEN CLOSER
<br />OPNGS OGGUR
<br />ISOLATED OPENING BETWEEN FRAMING UP TO 24"
<br />314"= V-0"
<br />BILK EDGES OF OPNG
<br />•� - CS16 x °3W " T&E3
<br />�
<br />'S
<br />STRAP PER
<br />9
<br />Q
<br />r
<br />L
<br />\
<br />.f
<br />r�
<br />EDGE OF OPENING
<br />FOR 3 TIMES LENGTH
<br />OF OPENING CS16 x "2W" LENGTH STRAP AT ES OF OPNG
<br />GREATER THAN 24"x24" ON TOP OF PLY
<br />/7N OPENING TO 4C-0" SQUARE
<br />ROOF PE
<br />AROUN
<br />OPN
<br />2x6 W/ A35 EE (U4
<br />4x W/ HGRS AT MEC
<br />EQUIP ATTACHMENT
<br />PEN TO CONT
<br />FRMG FOR 2
<br />TIMES 'L'
<br />ER
<br />CLOSELY SPACED OPENINGS BETWEEN FRAMING �
<br />2x6 W/ A35 EE (USE 4x W/
<br />HGRS AT MECH EQUIP
<br />ATTACHMENT)
<br />ROOF OR FLOOR
<br />JSTS DO NOT CUT
<br />2x6 W/ A35 EE (USE 4x W1
<br />CGRS AT MECH EQUIPMENT
<br />ATTACHMENT)
<br />LOCATE OPNG BETWEEN
<br />FRMG, NO ADUL OPNGS
<br />WITH€ 41-0" ALL AROUN®
<br />PLAN SEE B WEEEN CLOSER
<br />OPNGS OGGUR
<br />ISOLATED OPENING BETWEEN FRAMING UP TO 24"
<br />314"= V-0"
<br />BILK EDGES OF OPNG
<br />•� - CS16 x °3W " T&E3
<br />WALL PEEN TO
<br />STUD EES OF OPNG
<br />FOR DISTANCE 'H
<br />ABOVE AND
<br />BELOW OPNG
<br />1W' WALL STUD
<br />IT14 112- MA )
<br />LINO SPECIFICALLY ON
<br />STRUCTURAL. PE ANS
<br />NOTES: 1. OPENINGS < 6" SO DO NOT REQUIRE BLKG & STRAPPING,
<br />2. NO ADDITIONAL OPENINGS WITHIN 4'-0" ALL AROUND.
<br />3. NO OPENINGS PERMITTED IN SW 3 OR HIGHER OR IN
<br />SHEAR WALLS LESS THAN 101-0" LOIG UNLESS SPECIFICALLY
<br />DETAILED ON STRUCTURAL PLANS. SEE SCHEDULE ON S2,1.1
<br />4, FRAME OPENINGS PER 1 WHERE STUDS ARE
<br />INTERRUPTED.
<br />51.2
<br />SMALL OPENINGS IN SHEARWALLS
<br />3/4"= V-0"
<br />U
<br />Z
<br />2
<br />b
<br />U/3
<br />MIN
<br />z
<br />I i C14
<br />-- C
<br />ST2122 - CENTE=R
<br />ON HOLES AND ON
<br />DOUBLE PL's
<br />4'-ia" MIN FROM
<br />HOLE TO TOES PL /
<br />SPLICE
<br />CL MEMBER
<br />AND HOLE
<br />JOIST OR BEAM -
<br />D = DEPTH OF JOIST OR BEAM
<br />D' = STUD OR PLATE WIDTH
<br />L = CLEAR SPAN
<br />NOTE: DO NOT NOTCH OR DRILL
<br />STUDS AND JOISTS WITHIN
<br />--�" D' OR D OF KNOTS IN WOOD
<br />HOLES AND NOTCHES IN WOOD STUDS,
<br />JOISTS, SETS AND PLATES
<br />3/4" = V-0"
<br />TOP PL CE
<br />SPLI
<br />�
<br />t
<br />l pi /
<br />STRAP PER
<br />9
<br />Q
<br />DBL TOP PL
<br />1
<br />\
<br />.f
<br />WALL PEEN TO
<br />STUD EES OF OPNG
<br />FOR DISTANCE 'H
<br />ABOVE AND
<br />BELOW OPNG
<br />1W' WALL STUD
<br />IT14 112- MA )
<br />LINO SPECIFICALLY ON
<br />STRUCTURAL. PE ANS
<br />NOTES: 1. OPENINGS < 6" SO DO NOT REQUIRE BLKG & STRAPPING,
<br />2. NO ADDITIONAL OPENINGS WITHIN 4'-0" ALL AROUND.
<br />3. NO OPENINGS PERMITTED IN SW 3 OR HIGHER OR IN
<br />SHEAR WALLS LESS THAN 101-0" LOIG UNLESS SPECIFICALLY
<br />DETAILED ON STRUCTURAL PLANS. SEE SCHEDULE ON S2,1.1
<br />4, FRAME OPENINGS PER 1 WHERE STUDS ARE
<br />INTERRUPTED.
<br />51.2
<br />SMALL OPENINGS IN SHEARWALLS
<br />3/4"= V-0"
<br />U
<br />Z
<br />2
<br />b
<br />U/3
<br />MIN
<br />z
<br />I i C14
<br />-- C
<br />ST2122 - CENTE=R
<br />ON HOLES AND ON
<br />DOUBLE PL's
<br />4'-ia" MIN FROM
<br />HOLE TO TOES PL /
<br />SPLICE
<br />CL MEMBER
<br />AND HOLE
<br />JOIST OR BEAM -
<br />D = DEPTH OF JOIST OR BEAM
<br />D' = STUD OR PLATE WIDTH
<br />L = CLEAR SPAN
<br />NOTE: DO NOT NOTCH OR DRILL
<br />STUDS AND JOISTS WITHIN
<br />--�" D' OR D OF KNOTS IN WOOD
<br />HOLES AND NOTCHES IN WOOD STUDS,
<br />JOISTS, SETS AND PLATES
<br />3/4" = V-0"
<br />TOP PL CE
<br />SPLI
<br />LTP4
<br />STRAP PER
<br />SCHEDULE
<br />DBL TOP PL
<br />A35 _ __ ✓
<br />A35
<br />(4)16d TO BM -
<br />LAP STUDS TO BM
<br />- BEAM
<br />TYP STUDS
<br />EPC
<br />16d @ 12"oc ES -
<br />POST TO MATCH BM
<br />WIDTH AND WALL
<br />INTERIOR
<br />THICKNESS TYP
<br />END
<br />F02111.1I18160129
<br />A35 ES TYP STUD ES
<br />(4) 16d TO BM
<br />BM PER PLAN 2x SB EES BM
<br />--� ----- POST TO MATCH #3M WIDTH
<br />AND WALL THICKNESS TYP
<br />CUT TO BEAR -
<br />16d 12"oc E5
<br />TYPICAL BEAM IN AND THRU STUD WALL
<br />314" = 1'-0"
<br />SHTG
<br />STRUCTURAL
<br />FRAMING
<br />DTC AT EA --- t-FRMG MEMBER
<br />DBL TOP PL. PROVIDE ---
<br />SHAPED
<br />-_-SHAPED UPPER TOP PL
<br />TO MAINTAIN Y2" GAP AT
<br />SLOPED RAFTERS
<br />FULL HT -,.- -�
<br />PERPENDICULAR STUD WALL PERPENDICULAR
<br />ROOF PEN TO BLK - -
<br />SHTG
<br />BLKG @ 48"oc
<br />BY IJ MFR j
<br />STRUCTURAL
<br />F=RAMING
<br />04
<br />2x BLKG @ 4Woc s" a
<br />DTC ES AT BILK
<br />STGR DTC
<br />FULL HT
<br />PARALLEL STUD WALL PARALLEL
<br />NOTE: INSTALL SLOT NAILS AT CL OF SLOT W/
<br />1/16" GAF' BTWN NAIL HEAD & CLIP
<br />TYPICAL NON-STRUCTURAL STUD WALL DETAILS
<br />Jf 4if � AI-}�fl
<br />Alndellwor%on
<br />650 University Ave., Suite 110
<br />S
<br />tructu
<br />Sacramento, CA 95825
<br />1 Phone: (915) 514-9109
<br />Gi
<br />roup
<br />ASC Project No. 15018
<br />Copyright d 2015 Rainforth Grau Architects. All rights reserved. Reproduction of these plans, either in whole or in pari, including any form
<br />of copying andlor preparatEcn of derivative works tE�reof, for are}+ reason vui�out prFar wrFii�1 perFssion, � strictly prohibited.
<br />DSA SE
<br />File No. 39-53
<br />Hs
<br />IDENTIFICATION STAMP
<br />DIV. OF THE STATE" ARCHITECT
<br />02 -114490
<br />AC FLS
<br />DATE
<br />innsz
<br />co, AN
<br />ti
<br />01- NO. SE -2910
<br />EXP. 12/31/16
<br />OF` GAl
<br />DRAWN
<br />Revision Tis
<br />CHECKED
<br />TGK
<br />SCALE
<br />As indicated
<br />PROJECT NO.
<br />15-1207
<br />DATE
<br />6-26-15
<br />SHEET
<br />S1.2
<br />
|