Attachment__2_-_Drawings_dated_30_October_2013_-_Part_7.pdf

TYPICAL CMU, SEE

PLAN FOR SIZE

1" C

LE

AR

CONT. 8" BOND BEAM

AT TOP OF WALL UNO

EL=

TOM

SEE PLAN

TERMINATE TOP LIFT OF VERTICAL

BARS WITH 90° HOOK (ROTATE HOOKS

TO RUN PARALLEL WITH WALL)

BOND BEAM REINFORCING,

SEE SCHEDULE

TYPICAL WALL OR PIER

VERTICAL REINFORCING

PIER OR TYPICAL WALL VERTICAL REINFORCING,

SEE PLAN AND WALL SCHEDULE

NON-SHRINK GROUT AS

REQUIRED, SEE NOTES

W-SECTION BEAM/LINTEL,

SEE PLAN

BEARING PLATE,

SEE PLAN

3/16 4

3/16 4

MASONRY ABOVE

WHERE INDICATED IN

SPECIFIC SECTIONS

2" 6"

1'-0 1/2"

1/2"

5/16" FITTED STIFFENER

EACH SIDE UNO

#4 "U" BAR AROUND EMBED PLATE STUD

36"

36"

3/

4"3"

BOND BEAM EXTENDING 4'-

0" BACK INTO WALL

NOTES:

1. GROUT FILLED CUT BLOCK MAY BE USED IN PLACE OF NON-SHRINK GROUT

WHERE BLOCK HEIGHT WILL BE GREATER THAN 2"

2. RECESS PLATE INSIDE OF BOND BEAM WHERE OCCURS BELOW FINISHED

CEILING

STANDARD BOND BEAM UNITS

WITH KNOCK OUT BOTTOMS (2) - "L" BARS EACH BOND

BEAM INTERSECTION

30"

30"

TYPICAL CONT. BOND

BEAM REINFORCING, SEE

TYPICAL DETAILS

"U" BAR TO MATCH SIZE OF

BOND BEAM REINFORCING

TYPICAL VERTICAL REINFORCING

AT CONTROL JOINT

@ INTERSECTION

TYPICAL VERTICAL REINFORCING

AT CONTROL JOINT

1'-8 1/4"

STANDARD LAP

@ STRAIGHT RUN

"U" BAR TO MATCH SIZE OF BOND

BEAM REINFORCING

SPECIAL BOND BEAM UNITS WITH

KNOCK OUT BOTTOMS AND END TO

RECEIVE CONTROL JOINT INSERT

STANDARD BOND BEAM UNITS

WITH KNOCK OUT BOTTOMS

(2) - "L" BARS EACH BOND

BEAM INTERSECTION

30"

30"

TYPICAL CONT. BOND

BEAM REINFORCING

SQUARE EDGE CORNER UNIT

UNLESS NOTED OTHERWISE

STANDARD BOND BEAM UNITS

WITH KNOCK OUT BOTTOMS

(2) - "L" BARS EACH BOND

BEAM INTERSECTION

30"

30"

TYPICAL CONT. BOND

BEAM REINFORCING

1'-8 1/4"

STANDARD LAP

"U" BAR TO MATCH SIZE OF BOND

BEAM REINFORCING

STANDARD BOND BEAM UNITS

WITH KNOCK OUT BOTTOMS

TYPICAL VERTICAL

REINFORCING @ OPENING

@ WALL TERMINATION

REINFORCE (4)-CELLS @

INTERSECTIONS AS INDICATED

REINFORCE (3)-CELLS @

INTERSECTIONS AS INDICATED

REINFORCE (2)-CELLS

@ END OF WALL

EXTEND JOINT REINFORCEMENT

TO END OF WALL

@ INTERSECTIONS @ CORNERS

NOTES:

1. COORDINATE THESE TYPICAL DETAILS WITH SPECIFIC PIER DETAILS

2. SEE SCHEDULES AND SECTIONS FOR TYPICAL CMU WALL VERTICAL REINFORCING

3. SEE SPECIFICATIONS AND GENERAL NOTES FOR REBAR POSITIONER REQUIREMENTS

RIGID ANCHORS

@ 16" O.C.

8"X8" BOND BEAM EXTENDING

2'-0" EACH SIDE OF BEAM

BEARING WHERE CONTINUOUS

BOND BEAM IS NOT PRESENT

(2)-#4'S IN BOND BEAM PIER OR TYPICAL WALL VERTICAL REINFORCING,

SEE PLAN AND WALL SCHEDULE

NON-SHRINK GROUT AS

REQUIRED, SEE NOTES

3/16 4

3/16 4

5/16" FITTED STIFFENER

EACH SIDE UNO

W-SECTION BEAM/LINTEL,

SEE PLAN

BEARING PLATE,

SEE PLAN

GROUT POCKET SOLID

AFTER BEAM INSTALLATION

LINE OF WALL ABOVE

AS OCCURS

NOTES:

1. GROUT FILLED CUT BLOCK MAY BE USED IN PLACE OF NON-SHRINK GROUT WHERE BLOCK

HEIGHT WILL BE GREATER THAN 2"

2. LOCATE SPECIAL BOND BEAM AT FIRST FULL COURSE BELOW BEAM BEARING

3. SPECIAL BOND BEAM NOT REQUIRED WHERE TYPICAL WALL BOND BEAM OCCURS AT FIRST

FULL COURSE BELOW BEAM BEARING

4. BLOCK ABOVE (AND BLOCK BEAM INFILL AS REQUIRED) NOT SHOWN FOR CLARITY

1/2"

5/16" FITTED STIFFENER

EACH SIDE UNO

8"X8" BOND BEAM EXTENDING

2'-0" EACH SIDE OF BEAM

BEARING WHERE CONTINUOUS

BOND BEAM IS NOT PRESENT

(2)-#4'S IN BOND BEAM PIER OR TYPICAL WALL VERTICAL REINFORCING,

SEE PLAN AND WALL SCHEDULE

NON-SHRINK GROUT AS

REQUIRED, SEE NOTES

W-SECTION BEAM/LINTEL,

SEE PLAN

BEARING PLATE,

SEE SCHEDULE

GROUT POCKET SOLID

AFTER BEAM INSTALLATION

3/16 4

3/16 4

NOTES:

1. GROUT FILLED CUT BLOCK MAY BE USED IN PLACE OF NON-SHRINK GROUT WHERE BLOCK HEIGHT

WILL BE GREATER THAN 2"

2. LOCATE SPECIAL BOND BEAM AT FIRST FULL COURSE BELOW BEAM BEARING

3. SPECIAL BOND BEAM NOT REQUIRED WHERE TYPICAL WALL BOND BEAM OCCURS AT FIRST FULL

COURSE BELOW BEAM BEARING

4. BLOCK ABOVE (AND BLOCK BEAM INFILL AS REQUIRED) NOT SHOWN FOR CLARITY

3"1/2"

5 1/2"

1/2"

5/16" FITTED STIFFENER

EACH SIDE UNO

8"X8" BOND BEAM EXTENDING

2'-0" EACH SIDE OF BEAM

BEARING WHERE CONTINUOUS

BOND BEAM IS NOT PRESENT

(2)-#4'S IN BOND BEAM PIER OR TYPICAL WALL VERTICAL REINFORCING,

SEE PLAN AND WALL SCHEDULE

NON-SHRINK GROUT AS

REQUIRED, SEE NOTES

W-SECTION BEAM/LINTEL,

SEE PLAN

BEARING PLATE,

SEE SCHEDULE

GROUT POCKET SOLID

AFTER BEAM INSTALLATION

3/16 4

3/16 4

NOTES:

1. GROUT FILLED CUT BLOCK MAY BE USED IN PLACE OF NON-SHRINK GROUT WHERE BLOCK HEIGHT

WILL BE GREATER THAN 2"

2. LOCATE SPECIAL BOND BEAM AT FIRST FULL COURSE BELOW BEAM BEARING

3. SPECIAL BOND BEAM NOT REQUIRED WHERE TYPICAL WALL BOND BEAM OCCURS AT FIRST FULL

COURSE BELOW BEAM BEARING

4. BLOCK ABOVE (AND BLOCK BEAM INFILL AS REQUIRED) NOT SHOWN FOR CLARITY

3 3/4"1"

BEAM CANTILEVER WHERE

INDICATED ON PLAN

CMU WALL, SEE

PLAN/SCHED. FOR

SIZE, REINF.

SEE TYP. DETAIL OF BOND BM @

T/WALL, EXTEND VERT. REINF. INTO

GROUT

EXIST. MTL ROOF DECK, SEE PLAN,

ORIENTED PARALLEL OR PERP. TO

WALL

0' -2

PROVIDE L8x6x7/16 OR BENT PL 8"x6"x5/16" CONT. EA. SIDE OF WALL & ATTACH 3/4" DIA. x 6 1/2" EMBED EPOXY

BOLTS @ 32" O.C., STAGGER EA. SIDE OF

WALL; PROVIDE VERT. SLOTTED HOLES &

ADJUST BOLT LOCATIONS TO AVOID

CUTTING REBAR IN BOND BM

PROVIDE #12 SCREWS, 5/8" DIA.

PUDDLE WELDS, OR SIMPSON

XQ114S1224 (OR XQ112S1224) DECK

SCREWS @ 12" O.C. THRU ROOF DECK

TO NEW ANGLES

CMU WALL, SEE

PLAN/SCHED. FOR

SIZE, REINF.

SEE TYP. DETAIL OF BOND BM @

T/WALL, EXTEND VERT. REINF. INTO

GROUT

EXIST. MTL ROOF DECK, SEE PLAN,

ORIENTED PARALLEL OR PERP. TO

WALL

PROVIDE SPECIFIED DECK

ATTACHMENT TO EMBED PL

1/4" THK. x 6" SQ.

EMBED PLATE W/ 3/4"

DIA. x 6 1/2" HD. STUD

No. 22407

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DRAWING SIZE:

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1" = 1'-0"S511

TYP. TOP OF WALL BOND

BEAM

1" = 1'-0"S511

TYP. STEEL BEAM BEARING

PARALLEL TO CMU WALL

1" = 1'-0"S511

TYP. BOND BEAM

REINFORCING (CONTROL

JOINT)

1" = 1'-0"S511

TYP. BOND BEAM

REINFORCING (CORNER)

1" = 1'-0"S511

TYP. BOND BEAM

REINFORCING (WALL

INTERSECTION)

1" = 1'-0"S511

TYP. BOND BEAM

REINFORCING (WALL

OPENING)

1" = 1'-0"S511

TYP. CMU VERTICAL

REINFORCING

1" = 1'-0"S511

TYP. CONT. BEAM BEARING

PERP. TO 8" CMU WALL

0' 6" 1' 2' 4'

1" = 1'-0"S511

TYP. STEEL BEAM BEARING

PERP. TO 8" CMU WALL

(EXPOSED CONDITION)

1" = 1'-0"S511

TYP. STEEL BEAM BEARING

PERPENDICULAR TO 8" CMU

WALL (CONCEALED OR

CANTILEVERED CONDITION)

1" = 1'-0"S131 S511

TYPICAL TOP OF NEW WALL @

EXISTING ROOF DECK BRG

1" = 1'-0"S511

TYPICAL TOP OF NEW WALL @

NEW ROOF DECK BRG

EL=

JBE

SEE PLAN

4"

STEEL ROOF DECK

CONT. L2 1/2x1 1/2x1/4 (LLH)

TOP OF WALL BOND BEAM,

SEE TYPICAL DETAILS

1/4" THK. x 6" SQ.

EMBED PLATE W/ 3/4"

DIA. x 4 1/2" HD. STUD

8" CMU

VERTICAL REINFORCING, SEE SCHEDULE

(SEE TYPICAL DETAILS FOR OFFSET

SPLICE AS REQUIRED)

STEEL JOIST,

SEE PLAN

EL=

JBE

SEE PLAN

EMBED PLATE, TO MATCH

THAT AT EXTERIOR CMU

WALL

8" CMU, SEE PLAN

AND SCHEDULES

STEEL JOIST,

SEE PLAN

TYPICAL VERTICAL REINFORCING

METAL DECK, SEE PLAN

TYPICAL TOP OF WALL BOND

BEAM, SEE WALL SCHEDULE

CUT BLOCK AS REQUIRED FOR

JOIST BEARING ELEVATION

NOTES:

1. DESIGN JOIST SEATS THIS SECTION FOR 1500 LB ALLOWABLE ROLLOVER FORCE

No. 22407

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RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

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RECORD DRAWING DATE

ARCH30 E(30X42)DRAWING SIZE:

PROJECT NO.

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1" = 1'-0"S512

NEW JOIST BEARING @ 8IN

CMU EXTERIOR WALL

1" = 1'-0"S512

NEW JOISTS BEARING ON NEW

INTERIOR CMU WALL

SHOTCRETE WALL,

SEE PLAN/SCHEDULE

3/4" CLR.

EXISTING UNREINFORCED CMU

WALL, SEE PLAN

HELICAL RETROFIT WALL TIES W/

5" EMBED. AT JOINTS AT 16" O.C.

(VERTICALLY & HORIZONTALLY)

(TIES MAY BE 8mm BLOK-LOK

"SPIRA LOK" OR CTP "STITCH

TIES"); TIES SHOULD BE BENT 90

DEGREES W/ 4" ARM

4"

METAL STUD WALL,

SEE PLAN/SCHEDULE

EXISTING UNREINFORCED CMU

WALL, SEE PLAN

HELICAL RETROFIT WALL TIES W/

5" EMBED. AT JOINTS AT 16" O.C.

(VERTICALLY & HORIZONTALLY)

(TIES MAY BE 8mm BLOK-LOK

"SPIRA LOK" OR CTP "STITCH

TIES"); TIES SHOULD BE BENT 90

DEGREES W/ 4" ARM

ATTACH HELICAL WALL TIES

TO METAL STUD BACKUP

SHOWN ON STRUCTURAL

DRAWINGS W/ CTP FACADE-

TIE BRACKET (CTP S-1B)

CONT. 5/16" PLATE, TERMINATE 1/2"

SHORT OF OPENING EACH END

½"ø THREADED THRU RODS WITH EPOXY

AND SCREEN TUBE (PER GENERAL NOTES),

NUT AND STANDARD WASHER EACH END

5/16"x3"x3" PLATE WASHERS

W/ STANDARD HOLE

SECTION A-A

1'-5" @ 12" CMU

0'-11" @ 6" CMU

1'-1" @ 8" CMU

6"/8"/12" CMU

C8x11.5 @ SPANS 6'-8" OR LESS; W/ 1¼"ø OVERSIZED HOLES (1 9/16"ø)

3/16 3-12

4"

NEW OPENING

6"

4"4"

6"

4"

1'-4" MAX 1'-4" MAX

10'-0" MAX.

SEE PLAN

A

A

EXISTING

CMU WALL

3/16 2

TYP

2"

L5x3x5/16x4" SEAT, W/

THRU BOLT AND PLATE

WASHERS, MATCH TYP.

1' -4

1'

-6

/8

(1)-#4 BAR EACH JAMB;

DOWEL & EPOXY 9" INTO

FOUNDATION BELOW

MIN. 3"x3" WITNESS HOLE TO

ENSURE FULLY GROUTED CELLS

REMOVE FACE SHELL AS

REQUIRED TO INSTALL

RETROFIT BAR AND

GROUT

REMOVE FACE SHELL

AS REQUIRED TO

INSTALL RETROFIT

BAR AND GROUT

PROVIDE #4 BAR (W/

STND. HK @ BOTT.

AROUND BOLT) @ 4'-0"

O.C. ABOVE OPENING.

DOWEL & EPOXY 5"

INTO GROUTED BOND

BEAM @ TOP OF WALL

EL=

BOTT/ STEEL

SEE PLAN

3/16 2"

1/4

1/4

TYP

3/16

TYP

PL TO HSS

1/4

PL TO HSS

1/4

PL TO HSS

3/16

(3/16)

1/4

1/4

4' -0

" M

AX

4' -0

" M

AX

4' -0

" M

AX

2" 2"5" 5"

1_

2" THK BASE PLATE

(2) 1_ 2"Øx3" EMBED. EPOXY

BOLTS @ EA. JAMB POST

HSS3x3x1/8

JAMB POSTS EA. SIDE OF

WINDOW OPENING

L3x2x 5__ 16x4" W/ 1_

2"ØHILTI HLC

SLEEVE ANCHOR

WINDOW GLAZING, SEE ARCH

EXIST. CONCRETE SLAB

HSS3x3x1/8

3_

8" STEEL PLATE

3_

8" STEEL PLATE

C/L

EXP.

BOLT

C/L

EXP.

BOLT

3"

11_ 2"

EXIST. CONCRETE SLAB

2" 1"

EXIST. EXTERIOR

8" CMU WALL

1/2"Ø HILTI KWIK BOLT TZ

BOLTS @ 16" O.C. @ JAMBS,

HDR, AND SILL

(3/16)

3_

8" STEEL PLATE

1_

2" THK BASE PLATE

(2) 1_ 2"Øx3" EMBED. EPOXY

BOLTS @ EA. JAMB POST

3/16

1/4 (1/4) 1/4 (1/4)

INSIDE FACE OF EXTERIOR

CMU

WALL, BEYOND WINDOW GLAZING, SEE

ARCH

HSS3x3x1/8 JAMB POSTS

EA. SIDE OF WINDOW

OPENING

HSS3x3x1/8

B- B

B- B

WINDOW FRAME

(ELEVATION VIEW)

A-A

WINDOW FRAME

(SECTION VIEW)

B-B

A- A

A- A

(2) L3x3x5/16 x 0'-5"; WHERE NO DECK EDGE ANGLE

EXISTS, ATTACH EA. ANGLE TO DECK W/ (2)#10

SCREWS. ATTACH TO DECK EDGE ANGLE W/ 3/16"

FILLET WELDS (1 1/2" LONG) EA. SIDE

3/16

3/16

(3/16)

EXIST. ROOF DECK

COORD. W/ ARCH. FOR

STEEL PLATE OFFSET FROM

FACE OF CMU OR FACE OF

VENEER

EXIST. EXTERIOR

VENEER

WINDOW GLAZING,

SEE ARCH

3/8" STEEL PLATE

NEW OR EXIST. CONCRETE SLAB

EXIST. EXTERIOR

8" CMU WALL

1/2"Ø HILTI KWIK BOLT TZ

BOLTS @ 16" O.C. @ JAMBS,

HDR, AND SILL

COORD. W/ ARCH. FOR

STEEL PLATE OFFSET FROM

FACE OF CMU OR FACE OF

VENEER

INTERIOR (X-RAY)

VIEW OF SHOTCRETE

WALL

WINDOW GLAZING,

SEE ARCH

B- B

B- B

WINDOW FRAME

(ELEVATION VIEW)

A-A

WINDOW FRAME

(SECTION VIEW)

B-B

A- A

A- A

EXIST. ROOF DECK

3/8" THK. STEEL

PLATE

1/4 2-12

TYP

0'-1 1/2"

CONT. ANGLE @ TOP OF WALL,

SEE OTHER DETAILS

TYPICAL REINF., SEE SHOTCRETE

WALL SCHEDULE; PROVIDE 180 DEG.

HK. @ TOP & BOTT. OF WINDOW

FOR VERT. REINF. & @ EA. SIDE OF

WINDOW FOR HORIZ. REINF.

PROVIDE 3/4" DIA. x 6" HD. STUD, LOCATED AS SHOWN, @ 12" O.C.

AT EA. EDGE OF ANGLE @ EDGE

OF OPENING

L6x3 1/2x5/16 EMBEDDED ANGLE W/

HEADED STUDS (W/ VERT. LEG BTW/

CMU & SHOT-CRETE) @ PERIMETER

OF OPENING

3/8" STEEL PLATE

CONCR. SLAB ON GRADE

VERT. & HORIZ. REINF. AS

PER WALL SCHEDULE;

PROVIDE 180 DEG. HK.

AS SHOWN AROUND

PERIMETER OF OPENING

EMBEDDED ANGLE W/

HD. STUDS AROUND

PERIMETER OF

OPENING, SEE SECTION

B-B

EDGE ANGLE @ TOP OF

WALL, SEE OTHER SECTIONS

EXIST. ROOF DECK

RETROFIT WALL TIES, SEE TYP.

SHOTCRETE

1'-8 3/8" 3'-2 1/8" 1'-8 3/8"

2'-0" COORD. W/ ARCH'L DRWGS 2'-0"

6'-6 7/8"

W/IN THESE EXTENTS, PROVIDE TYP.

HD.STUD @ 12" O.C. (@ EDGE ANGLE @

T/WALL)

EXIST.

EXTERIOR

VENEER

PROVIDE NEW BENT PL 8"x6"x1/4", BTW. EA JOIST; ATTACH TO CMU

WALL W/ 1/2" DIA. x 4 1/2" EMBED.

EPOXY BOLT @ 24" O.C.; PROVIDE

3/4" DIA. x 5" (MIN.) HD. STUD @ 2'-0"

O.C. TO BE EMBEDDED INTO SHOT-

CRETE WALL BELOW

EXIST. BAR JOIST, SEE PLAN

EXIST. NARROW-RIB METAL DECK,

SEE PLAN

0'-6"

0' -8

(COPE THE BENT PL HORIZ LEG

AS REQ'D) & WELD TO BAR JOIST

AS SHOWN

1/8

(MIN) 1/2"

BENT PL TO JOIST

TC

NOTE THAT AT 4" SHOT-CRETE

WALLS, ANGLE @ TOP OF WALL

SHOULD HAVE 4" HORIZ. LEG

0'-1 1/2"

PROVIDE #10 SCREW @ 0'-4" O.C.

THRU EXIST. DECK TO NEW BENT PL

EXIST. EDGE ANGLE (EXACT

LOCATION UNKNOWN)

HSS2x2x1/4 CONT.

(1/8) 2-12

(1/8) 2-12

HSS TO L

ROOF DECK

12'-3 1/8"

D

REMOVE EXIST. BAR JOIST FOR

PLACEMENT OF NEW SHOT-CRETE

WALL & EDGE ANGLE & BACKUP AT

WALL OPENINGS, AS APPROPRIATE

PROVIDE NEW L6x6x3/8 EDGE

ANGLE, CONT.; ATTACH TO CMU

WALL W/ 1/2" DIA. x 4 1/2" EMBED.

EPOXY BOLT @ 32" O.C.; PROVIDE

3/4" DIA. x 5" (MIN.) HD. STUD @ 2'-0"

O.C. TO BE EMBEDDED INTO SHOT-

CRETE WALL BELOW

#10 SCREWS FROM DECK TO L6x6

@ EVERY OTHER LOW FLUTE

NEW SHOT-CRETE WALL; SEE

PLAN

EXIST. 1 1/2" DP. NARROW RIB

METAL DECK

EXIST. CMU WALL

PROVIDE NEW L6x6x3/8 EDGE

ANGLE, CONT.; ATTACH TO CMU

WALL W/ 1/2" DIA. x 4 1/2" EMBED.

EPOXY BOLT @ 32" O.C.; PROVIDE

3/4" DIA. x 5" (MIN.) HD. STUD @ 2'-0"

O.C. TO BE EMBEDDED INTO SHOT-

CRETE WALL BELOW

EXIST. 1 1/2" DP. NARROW RIB

METAL DECK

16 GA. x 6" WIDE PLATE, CONT.;

ATTACH TO DECK FROM

UNDERSIDE W/ #10 SCREW @

EA. LOW FLUTE. ATTACH TO

TOP SIDE OF ANGLE W/ 5/8"

DIA. PUDDLE WELD @ 12" O.C.

SHOT-CRETE WALL PARALLEL

TO JOISTS, SEE PLAN

ALTERNATE DECK TO EDGE ANGLE

CONNECTION DETAIL

(SCALE = 3"=1'-0)

EXISTING CMU BOUNDING OPENING

(DOOR/WINDOW) TO BE INFILLED

NEW CMU INFILL OF EXISTING OPENING

SEE PLAN FOR VERT. REINF. OF

WALL W/IN INFILL

WHERE EXISTING GROUTED

CELLS EXIST, CONTRACTOR MAY

ELECT TO DOWEL & EPOXY

REINF. AN EMBEDMENT OF THE

MIN. REQ'D LAP SPLICE LENGTH

OR VERT. BAR MAY BE

EXTENDED MIN. SPLICE LENGTH

& CELLS GROUTED; NOTE THAT

ABOVE WINDOW, IT MAY BE

NECESSARY TO REMOVE FACE

SHELL & PROVIDE FORM FOR

GROUTING

HORIZONTAL BOND BEAM

REINF. SHALL BE PROVIDED &

HORIZ. REINF. SHALL EXTEND

INTO ADJACENT WALL A MIN.

OF 6" (DOWEL & EPOXY OR

GROUT)

WHERE EXISTING GROUTED

CELLS EXIST, CONTRACTOR MAY

ELECT TO DOWEL & EPOXY

REINF. AN EMBEDMENT OF THE

MIN. REQ'D LAP SPLICE LENGTH

OR VERT. BAR MAY BE

EXTENDED DOWN TO NEXT

GROUTED CELL (OR

FOUNDATION) OR THE MIN.

REQ'D SPLICE LENGTH,

WHICHEVER IS GREATER &

CELLS GROUTED

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1" = 1'-0"S111 S513

TYPICAL SHOT-CRETE TO CMU

WALL ATTACHMENT DETAIL

1" = 1'-0"S513

TYPICAL METAL STUD TO CMU

WALL ATTACHMENT DETAIL

0' 6" 1' 2' 4'

1" = 1'-0"S513

4 TYP. RETROFIT CMU LINTEL

1" = 1'-0"S111 S513

TYPICAL RETROFIT WINDOW

FRAME DETAIL

1" = 1'-0"S111 S513

TYPICAL RETROFIT WINDOW

FRAME DETAIL AT SHOTCRETE

WALL BACKUP

1" = 1'-0"S132 S513

TYPICAL EDGE ANGLE AT TOP

OF SHOT-CRETE WALL

PERPENDICULAR TO JOISTS

1" = 1'-0"S132 S513

TYPICAL EDGE ANGLE AT TOP

OF SHOT-CRETE WALL

PARALLEL TO JOISTS 1" = 1'-0"S111 S513

TYPICAL WINDOW/DOOR INFILL

W/ CMU

ANCHOR ROD

BOTTOM TRACK, SEE SCHEDULE

FOR SIZE AND GAUGE

3" MIN.

SLAB, SEE PLAN

STUDS, SEE SCHEDULE

FOR SIZE AND GAUGE

HEX NUT AND

WASHER

BOTTOM

TRACK

HILTI 3/8" DIA. x 2 1/2" EMBED

EPOXY BOLTS @ 16" O.C.

ANCHOR ROD

NOTES:

1. DETAIL IS TYPICAL AT ALL LOAD BEARING WALLS, WITH EXCEPTION OF

ADDITIONAL ANCHORAGE REQUIREMENTS AT BUILT UP POSTS, JAMBS, AND

SHEAR WALL HOLDOWNS (SEE ADDITIONAL DETAILS)

SEE TYPICAL METAL STUD

TO CMU WALL ATTACHMENT

DETAIL FOR ACCESSORIES

TO MTL STUDS

FASTEN T125 TRACKS W/ (1)-#10 SCREW

EACH FLANGE, FASTEN T250 TRACKS W/

(2)-#10 SCREWS EACH FLANGE

BOTTOM TRACK,

SEE SCHEDULE

STUDS, SEE SECTIONS

FOR SIZE AND GAGE

NOTES:

1. CONNECTION IS TYPICAL AT ALL LOAD BEARING TOP AND BOTTOM TRACKS UNO

SEE TYPICAL METAL STUD

TO CMU WALL ATTACHMENT

DETAIL FOR ACCESSORIES

TO MTL STUDS

PROVIDE (2) HILTI X-U'S @ 16" O.C. TO

STEEL L6x6 ABOVE WALL

CONT. TOP TRACK,

SEE SCHED.

SEE SCHEDULE FOR

TYP. STUD SIZE

SEE TYP. TRACK TO STUD ATTACHMENT

DETAIL

SEE TYPICAL METAL STUD

TO CMU WALL ATTACHMENT

DETAIL FOR ACCESSORIES

TO MTL STUDS

TYPICAL SPLICE

PC 1-1/2"x54MILx12"

ROLLED CHANNEL

(3)-#10 SCREWS EACH

SIDE OF SPLICE

NOTES:

1. PROVIDE BRIDGING AT 4'-0" O.C. MAX AT ALL EXTERIOR AND/OR LOAD BEARING

WALLS

2. PROVIDE ADDITIONAL TRACK BLOCKING AT ALL BRIDGING TERMINATIONS AND

SPLICES

3. FASTEN EACH END OF BRIDGING SPLICES WITH A MINIMUM OF (4)-#10 TEK SCREWS

TO TRACK BLOCKING

1-1/2"x54MIL COLD

ROLLED CHANNEL

L2x2x54MILxSTUD WIDTH

CLIP EACH STUD

JAMB POST

(2)-#10 SCREWS FROM BRIDGING

CHANNEL TO EACH CLIP

AT JAMB POST, EXTEND

CHANNEL INTO

PUNCHOUT, AND MAKE

TYPICAL CONNECTION

JAMB

POST

4'-2 3 /4 "

8'-0" O .C. M

AX

(2)-#10 SCREWS TURNED UP

TRACK TO STUD (EACH FLANGE)

INTERMEDIATE TRACK BLOCKING AS

REQUIRED BY OPENING SPACING

CONT. 2"x33MIL STRAP BRIDGING

(SPLICE AT SOLID BLOCKING ONLY)

(1)-#10 SCREW STRAP TO EACH STUD

TYPICAL WALL STUD

(6)-#10 SCREWS STRAP TO EACH

PIECE TRACK BLOCKING

T150-43 TRACK BLOCKING @ EACH

JAMB POST (CLIP FLANGES AND

TURN UP 2" @ STUD)

NOTES:

1. PROVIDE BRIDGING AT 4'-0" O.C. MAX AT ALL EXTERIOR AND/OR LOAD BEARING WALLS

2. PROVIDE ADDITIONAL TRACK BLOCKING AT ALL BRIDGING TERMINATIONS AND SPLICES

3. FASTEN EACH END OF BRIDGING SPLICES WITH A MINIMUM OF (4)-#10 TEK SCREWS TO TRACK BLOCKING

4. BRIDGING MAY BE OMITTED ON SHEATHED FACE OF WALLS TO RECEIVE PLYWOOD SHEATHING

No. 22407

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1" = 1'-0"S514

TYP. BOTTOM TRACK

ANCHORAGE TO SLAB

1" = 1'-0"S514

TYP. TRACK TO STUD

CONNECTION

1" = 1'-0"S514

TYP. TOP TRACK ATTACHMENT

DETAIL

1" = 1'-0"S514

TYP. BRIDGING (COLD ROLLED

CHANNEL OPTION)

1" = 1'-0"S514

TYP. BRIDGING (FLAT STRAP

OPTION)

1'-6" MIN. 1'-6" MIN.

L4x4x1/4 MIN. @ 12'-0" O.C. MAX OR

AS REQUIRED FOR PIPE SUPPORT,

LOCATE AT JOIST PANEL POINT

MECHANICAL, PLUMBING, OR

SPRINKLER MAIN PIPING LINE

TYP.

DECK, SEE PLAN

W-SECTION OR

STEEL JOIST,

SEE PLAN

NOTES:

1. SEE MECHANICAL, PLUMBING, AND FIRE PROTECTION SHOP DRAWINGS DRAWINGS FOR PIPING LOCATIONS.

2. DETAIL SHALL BE TYPICAL FOR ALL "MAJOR" LINES (LARGER THAN 2-1/2"ø)

3. ALL "MAJOR" LINES (LARGER THAN 2-1/2"ø) SHALL BE LOCATED BETWEEN TWO BAR JOISTS AND HUNG PER THIS DETAIL.

1' -0

6" MIN. 6" MIN.

1'-1"

6" MIN.

1'-1" MAX.

PERP. TO

DECK SPAN

6" M

IN

2' -0

" M

AX

#10 SCREWS @ 6" O.C.

@ PARALLEL EDGE

(2)-#10 SCREWS EACH RIB

DUCT, CONDUIT, OR

PIPING PENETRATION

OR CHASE

12 GA. SHEET STEEL (33KSI)

(EXTEND TO FIRST

ADJACENT TOP RIB)

NOTES:

1. SEE ROOF FRAME DETAILS FOR PENETRATIONS AT ROOF DRAINS

2. DETAIL APPLIES TO FLOOR PENETRATIONS THAT EXIST AT TIME OF CONCRETE POUR

3. DETAIL DOES NOT APPLY FOR SMALL FLOOR PENETRATIONS SAW CUT OR CORE DRILLED AFTER CONCRETE POUR

"R1" TCX

1/8 2

1/8 2

ROOF DECK, SEE PLAN

W-SECTION ROOF JOIST,

SEE PLAN

CEILING EXTENSION

BAR JOIST,

SEE PLAN SHEAR CONNECTION,

SEE GENERAL NOTES

W-SECTION GIRDER,

SEE PLAN

3 1/4"

EDGE OF GIRDER FLANGE

MATCH WELD

INDICATED

BEYOND

BOTTOM CHORD EXTENSION, TYP.

BAR JOIST,

SEE PLAN

5/8" CAP PLATE,

COORDINATE SIZE WITH

JOIST BOLT PATTERN

COLUMN, SEE PLAN

JOIST STABILIZER PLATE

1" MAX

ERECTION BOLTS PER OSHA,

COORDINATE WITH JOIST SUPPLIER

3/16

TYP

BAR JOIST,

SEE PLAN

ROOF FRAME BEARING SEAT,

SEE ROOF FRAME DETAILS

WELD DECK TO ROOF FRAME

L3x3x1/4 STRUT EACH SIDE, TYP. AT FRAME BEARING

POINTS

UNIT CURB, SEE

MECHANICAL DRAWINGS

ROOF DECK,

SEE PLAN

ROOF FRAME

BEYOND

ALIGN STRUT WITH

JOIST BOTTOM CHORD

PANEL POINT

NOTE:

1. DETAIL IS TYPICAL AT ALL MECHANICAL UNIT ROOF FRAME BEARING POINTS

2. DETAIL IS TYPICAL AT ALL CONCENTRATED LOADS EXCEEDING 200 LBS NOT OCCURRING AT PANEL POINTS

3. DETAIL IS SIMILAR WHERE CONCENTRATED LOAD IS APPLIED AT BOTTOM CHORD. LOCATE TOP OF STRUT TO

ALIGN WITH TOP CHORD PANEL POINT.

NOTES:

1. DECK SHALL BE INSTALLED IN SUCH A MANNER THAT HEAD OF FASTENERS HAS FULL BEARING ON DECK WITHOUT BEING OVER-DRIVEN (SEE FASTENER MANUFACTURER INSTRUCTIONS), & DECK SHALL BE INSTALLED SO THAT UNDER-SIDE OF DECK IS FLUSH-BEARING AGAINST FRAMING SUPPORTS. SEE SPECS FOR OTHER SIDELAP & BEARING REQUIREMENTS.

2. SUPPORT ATTACHMENT PATTERN IS TYPICAL AT EACH JOIST OR BEAM (INTERIOR AND END SUPPORTS) U.N.O. (SEE PLAN

FOR LOCATIONS WITH UNIQUE ATTACHMENT PATTERN.)

3. ATTACH SIDELAPS W/ (HILTI) S-SLC 01 M HWH SIDELAP CONNECTORS @ 12" O.C. MAX., U.N.O. (SEE PLAN FOR LOCATIONS

WITH UNIQUE ATTACHMENT PATTERN.)

4. AT DIAPHRAGM BOUNDARY (PERIMETER), WHERE DECK IS PERPENDICULAR TO BOUNDARY, DECK SHALL BE ATTACHED TO STEEL W/ THE TYP. SUPPORT FASTENERS (SEE PLAN), AT SAME ATTACHMENT PATTERN AS TYPICAL SUPPORT ATTACHMENT

PATTERN.

5. AT DIAPHRAGM BOUNDARY (PERIMETER) AND AT OTHER STRUCTURAL FASTENER LOCATIONS SHOWN ON PLAN), WHERE DECK IS PARALLEL, DECK SHALL BE ATTACHED TO STEEL W/ THE TYP. SUPPORT FASTENERS, AT 12" O.C. MAX.

6. COORDINATE FASTENER SEQUENCE WITH DECK LAYOUT AT CORNERS. MULTIPLE FASTENINGS MAY BE REQUIRED.

7. PROVIDE LT. GA. (WITH GA. TO BE THICKER THAN OR EQUAL TO GA. OF DECK) HIP, RIDGE, AND VALLEY PLATES AT ALL CHANGES IN SLOPES. FASTEN PLATES TO DECK W/ SIDELAP FASTENERS AT PATTERN FOR SIDELAPS.

8. WHERE SUPPORTING MEMBER IS GREATER THAN OR EQUAL TO 1/4" IN THICKNESS, PROVIDE HILTI X-ENP19-L15 FASTENERS @ PATTERN SPECIFIED ABOVE; WHERE SUPPORTING MEMBER IS LESS THAN 1/4" AND GREATER THAN OR EQUAL TO 1/8" IN THICKNESS, PROVIDE HILTI HILTI X-EDNK22-THQ12 @ PATTERN SPECIFIED ABOVE; OTHERWISE, PROVIDE #12 SELF-DRILLING

SCREWS AT FASTENING PATTERN SPECIFIED ABOVE

SIDELAP CONNECTORS (OR STRUCTURAL

CONNECTORS), SEE NOTES

5/16" MIN. 5/16" MIN.

TYPICAL SUPPORT FASTENER PATTERN

TYPICAL SIDELAP & PERIMETER (PARALLEL DECK)

FASTENER LOCATIONS (SEE PLAN FOR ADDITIONAL

STRUCTURAL FASTENER LOCATIONS)

STRUCTURAL CONNECTORS, WHERE

APPLICABLE, SEE NOTES & PLAN

SUPPORT FASTENERS, SEE NOTES

36/7 PATTERN W/ HILTI X-EDNK22-THQ12 AND

W/ #12 SELF-DRILLING SCREWS

5/16" MIN. 5/16" MIN.

36/7 PATTERN W/ HILTI X-ENP-19-L15

1/4

TYP

3/8" x 4" x 1'-2" EA. LEG OF L6x6

L6x6 COLLECTOR, SEE

PLAN

NOTE: AS AN ALTERNATE TO ONE OR

BOTH OF THESE PLATES, CONTRACTOR

MAY SELECT TO PROVIDE A (MIN.) 1/4"

EFFECTIVE THICKNESS PARTIAL

PENETRATION GROOVE WELDS BTW.

ENDS OF L6x6 LEGS

L6x6 COLLECTOR, SEE

PLAN

GAP

0'-0 1/2" MAX.

6 3/4" 1/2" 6 3/4"EQ EQ

SPLICE LOCATION

1'-10"

CLEAR OPENING G.C. TO

COORDINATE

? ? 3' -6

/2

C

LE

AR

O

PE

N

IN

G

G .C

. T O

C O

O R

D

IN

AT

E

(5 '-0

" M

AX

A

A

BB

L6x6x3/8x9" SEATS, TYP. (OMIT @

RETROFIT CONDITION)

JOIST/BEAM,

SEE PLAN

3/16

TYP.

JOIST/BEAM,

SEE PLAN

3/16

TYP.

5'-0"

SEE PLAN

(6'-0" MAX)

3/16

TYP.

NOTES:

1. PROVIDE ANGLE FRAMES AT ALL ROOF OPENINGS GREATER THAN 16" IN ANY DIRECTION

2. PROVIDE ANGLE FRAMES AT ALL ROOF DRAINS, SEE ARCH. AND PLUMBING DRAWINGS FOR NUMBER AND LOCATION

3. PROVIDE ROOF FRAMES AT ALL MECHANICAL UNIT CURBS.

4. REMOVE ROOF DECK AS REQUIRED AT PENETRATION. ENSURE ALL EDGES ARE SUPPORTED. WELD ROOF DECK EDGES TO FRAME.

5. ROOF FRAME LAYOUT IS SCHEMATIC. PROVIDE MULTIPLE AND/OR PARTIAL FRAMES AS REQUIRED TO ENSURE ALL MECHANICAL CURBS BEAR ON ROOF FRAME, AND ALL DECK EDGES AT BOTH SIDES OF CURBS AND AT PENETRATIONS ARE SUPPORTED. PROVIDE DOUBLE ANGLES AS NECESSARY

FOR LARGER CURBS TO ENSURE CURB AND DECK EDGES ARE FULLY SUPPORTED.

6. L4x4x5/16 ANGLES MAY BE USED FOR FRAMES AT ROOF DRAINS, AND MISCELLANEOUS PENETRATIONS WITHOUT CURBS.

7. PROVIDE JOIST STRUTS PER TYPICAL JOIST STRUT DETAIL AT ALL FRAME BEARING POINTS (NOT REQUIRED AT ROOF DRAINS OR ROOF HATCHES)

SECTION A-A SECTION B-B

ROOF FRAME

20 GA. REINFORCING

CHANNEL BY DECK

SUPPLIER

ROOF HATCH UNIT

HATCH UNIT CURB

ROOF FRAME

ROOF HATCH/UNIT

HATCH/UNIT CURB

CC

SECTION C-C

(RETROFIT CONDITION ONLY)

VERTICAL JOIST STRUT TO

BE INSTALLED AT JOIST OR

BEAM, SEE 4/S-230

L6x6 CURB

SUPPORT

3/16

TYP.

GRIDLINE

@ BM CL

3/8" THK. BENT PL, CONT.

1/4 2-12

SEE SECTIONS

FOR DIMENSION, "X"

SEE PLAN FOR BEAM

SIZE

METAL ROOF DECK,

SEE PLAN

0' -4

1/4 2-12

X<1'-4"

GRIDLINE

@ BM CL

3/8" THK. BENT PL, CONT.

1/4 2-12

SEE SECTIONS

FOR DIMENSION, "X"

SEE PLAN FOR BEAM

SIZE

METAL ROOF DECK,

SEE PLAN

0' -4

1/4 2-12

1'-4"<X<3'-0"

L2x2x1/4 @ 4'-0" O.C. MAX.; ATTACH @

EA. END W/ 3/16" FILLET WELDS 1"

LONG EA. SIDE

3/8"x4" SQ. TAB PL'S EA. END OF

KICKERS; ATTACH W/ 1/4" FILLET ALL

AROUND

0'-3"

No. 22407

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DRAWING SIZE:

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1" = 1'-0"S521

TYP. "MAJOR" PIPING

SUPPORT DETAIL

1" = 1'-0"S521

TYP. "SMALL" FLOOR/ROOF

PENETRATION

1" = 1'-0"S521

TYP. JOIST BEARING @

GIRDER (ADJACENT BAY

W-SECTION)

1" = 1'-0"S521

TYP. JOIST BEARING @ HSS

COLUMN TOP

1" = 1'-0"S521

TYP. JOIST STRUT

(CONCENTRATED LOAD)

1" = 1'-0"S521

TYPE "RD1" ROOF DECK

ATTACHMENT

0' 6" 1' 2' 4'

1" = 1'-0"S521

7 L6x6 COLLECTOR SPLICE

1" = 1'-0"S521

TYP. ROOF FRAME (WITH

RETROFIT CONDITION)

1" = 1'-0"S521

TYP. BENT PLATE @ NEW

ROOF DECK EDGE

D

PROVIDE 1/2" THK. PL TO FRAME OPENING,

SEE TYP. WINDOW RETROFIT DETAIL

(REPLACE PL THK. SPECIFIED IN DTL)

(1/8) 2-12

(1/8) 2-12 PL TO CONT.

HSS

TYP. HSS HEADER FROM WINDOW

RETROFIT DETAIL

HSS5x4x1/4 CONT. @ OPENING; ATTACH TO CMU WALL @ END W/ 1/2"x 16" (TALL)x6" WIDE PLATE W/ (4) 3/4" DIA. x 6 1/2" EMBED EPOXY

BOLTS; WELD HSS TO PL W/ 3/16" FILLET (3)

SIDES MIN.

EXIST. CHANNEL,

CONT.

EXIST. CMU WALL

EXIST. CONCR. BM

FOR THE SUPPORT

OF THE CONCR.

CANOPY THAT IS TO

BE PARTIALLY

DEMO'D

EXTEND PL FOR BRICK

SUPPORT (WHERE REQ'D)

& FOR BLAST-RESISTANT

FRAME ATTACHMENT

(REFER TO ARCH.)

VENEER, SEE

ARCH.

PL TO CONT.

HSS PER TYP.

DETL

EX

IS

T C

M U

T O

BE

R

EM

O

VE

D

PROVIDE L3x3x1/4 CONT. W/ 1/2" DIA. x

4" EMBED. EPOXY BOLTS @ 2'-0" O.C.;

WELD TO HSS W/ 3/16" FILLET EA.SIDE

PROVIDE MTL STUD FILLER FOR

NEW EXT. SURFACE OF WALL

EL= 9'-4 3/8"

TYP. BOS

@ EXT. HDR

ROOF DECK

12'-3 1/8"

M

BOTT/CONCRETE

SLAB @

FLIGHTLINE

10'-9 3/4"

M

AX

0' -3

NEW STEEL BEAM, SEE PLAN, LOCATE

AS SHOWN; ATTACH TOP FLANGE W/

1/2" DIA. x 7" EMBED. EPOXY BOLT @ 2'-

0" O.C.; STAGGERED EA. SIDE OF BM

WEB

PORTION OF EXISTING CONCR. BM

REQ'D TO BE DEMO'D IN ORDER TO

INSTALL

CEILING, SEE ARCH.

EXIST. CMU WALL ABOVE

EXIST. METAL DECK

EXIST. BAR JOIST

EXIST. CONCR. SLAB

ROOF STRUCTURE AT

FLIGHTLINE

0' -6

N

HSS CONT. @ UNDERSIDE

OF CANOPY RAFTERS; SEE

ELEVATION

HSS CANOPY RAFTER

BEYOND

ROOF DECK, SEE PLAN

5/16" x 3" HORIZ. LEG x

(COORD. VERT. LEG

LENGTH) x 0'-8" BENT PL

EA. SIDE OF HSS POST

HSS POST, SEE

ELEVATION VIEW

(2) 3/4" DIA. THRU-BOLT W/ 2

1/2" LONG VERTICALLY

SLOTTED HOLE (FINGER-TIGHT)

G

AP

0' -1

L3x3x3/8 x 0'-6"; WELD TO

POST W/ 1/4" FILLET ALL

AROUND

HSS8x3 @ TOP OF

STOREFRONT, SEE

ELEVATION VIEW; ATTACH

TO CLIP ANGLE W/ (2)3/4"

DIA. A325 BOLTS (FINGER-

TIGHT)

WALL STUDS (ABOVE

HSS8x3) &

STOREFRONT (BELOW

HSS8x3) SHOWN AS

HIDDEN LINES CLARITY

0' - 3 13/16"

0' - 6"

0' - 0 1/2"

(3/16) 4"

(3/16) 4" CONT. HSS8x2

TO RAFTERS

FACE OF EXIST. CMU

WALL

APPROX. CENTERLINE

OF EXIST. CMU WALL

N

1/4

PLATE TO HSS

3/4" x 9" x 18" CAP PLATE W/ (4) 5/8" DIA. x 6"

EMBED. EPOXY BOLTS

EXIST. CONCR. ROOF

STRUCTURE

EL=± 11'-3 3/4"

TOP/ CONCR. ROOF

1'

-6

± 0'-8"

C8 @ TOP/STOREFRONT; SEE

ELEVATION VIEW

HSS POST IN PLANE W/ CMU

WALL; SEE ELEVATION VIEW;

NOTE THAT CMU WALL IS NOT

SHOWN FOR CLARITY

0'-3"

B/STL

EL=± 9'-4 3/8"

L3x3x3/8 x 0'-8"

1/4

TYP

0'-9"

0'-1"

ALIGN TUBES W/ FACE

OF EXIST. CMU WALL

0' - 3 13/16"

APPROX. CENTERLINE OF

EXIST. CMU WALL

1/4

TYP

L4x4x3/8 CONT. EA. SIDE OF

NEW CMU WALL @ BOTT.

CHORD OF EXIST. JOISTS; TO

ATTACH TO EXIST. JOISTS AS

SHOWN

NEW CMU WALL, SEE PLAN,

SCHED.

EL= 10'-8"

T/WALL

EXIST. BAR JOISTS

EL= 2'-2"

T/WALL

CAP PER ARCH.

VENEER PER ARCH.

PROVIDE BOND BM PER

SCHED. @ T/WALL

0' -8

VERT. REINF. PER

SCHEDULE SHALL HAVE 90

DEG. HK W/IN FOUNDATION

DRY-PACK GROUT OR

CUT BLOCK @ T/WALL

AS REQ’D

COMPACTED SUBGRADE

SEE SCHEDULE FOR FND.

SIZE & REINF.; CENTER

FND. ON WALL

GROUT VOID BELOW

GRADE

NOTE THAT CONTRACTOR

MAY SUBSTITUTE 4” CMU

FOR VENEER 8” MIN.

BELOW GRADE EL=

BOTT/STEEL

COORD. W/ OPERABLE

PARTITION REQM'TS

W6 BEAM FOR OPERABLE

PARTITION SUPPORT

3” STANDARD PIPE TO

SERVE AS HANGER

1/2” THK x 9” SQ. PLATE EA.

END OF PIPE HANGER W/ (4)

3/4” DIA. A325 BOLTS TO BEAM

FLANGES ABOVE & BELOW

STEEL BEAM ABOVE, SEE PLAN

OPERABLE

PARTITION, SEE

ARCH.

EXIST. ROOF DECK

1/4

TYP

N

PROVIDE BOND BEAMS PER

SCHEDULE; TOP BOND BM

MUST BE LOCATED @ A MIN. OF

8" BELOW BOTT. OF EXIST.

STRUCTURE

NEW CMU WALL; SEE SCHED.

FOR REINF.; NOTE THAT CMU

MUST BE BUILT AROUND

EXISTING 3 1/2" DIA. PIPE

COLUMNS, OR COLUMNS MAY

BE REMOVED WHILE

STRUCTURE ABOVE IS SHORED

PROVIDE BOND BEAMS PER

SCHEDULE; TOP BOND BM

MUST BE LOCATED @ A MIN. OF

8" BELOW BOTT. OF EXIST.

STRUCTURE

EXIST. CONCR. ROOF

STRUCTURE± 0'-8"

DEMO'D EDGE OF EXIST.

CONCR. ROOF STRUCTURE;

SEE DEMO PLANS

REFER TO ARCH. FOR VENEER

DOWEL & EPOXY #5 BAR 6" INTO CONCR.

BM ABOVE & EXTEND 10" MIN. INTO CMU

BELOW @ EA. REINFORCED CELL

AS

R

EQ

'D

C U

T

BL

O C

K

1' -0

0' -6

"EL=± 11'-3 3/4"

T/EXIST SLAB

CONTRACTOR MAY SELECT TO

DRY-PACK GROUT (4" MAX HT)

BTW. EXIST CONCR & T/CMU

L6x4 COLLECTOR, SEE PLAN

N

0' - 3 13/16"

0'-0 1/2" 0'-6" HSS8x3, @ HEAD OF

STOREFRONT; SEE

ELEVATION

L3x3x3/8 x 0'-6" EA. SIDE OF

HEADER W/ TYPICAL

BOLTS

1/4

TYP

HSS7x5 BRACE FOR

STOREFRONT, @ END OF

CMU WALL & @ END OF

STOREFRONT, IN PLANE

W/ CMU

5/16" x 3" HORIZ. LEG x

(COORD. VERT. LEG LENGTH)

x 0'-8" BENT PL EA. SIDE OF

HSS POST; SEE OTHER

SECTIONS FOR

ATTACHMENTS

G

AP

0' -1

0' - 3 13/16"

HSS8x2; SEE OTHER

SECTIONS FOR ATTACHMENT

TO RAFTERS

EL= 9'-4 3/8"

BOS

APPROX. CENTERLINE OF

EXISTING (8" NOMINAL)

FACE OF EXIST. CMU

WALL N

3/4" x 9" x 18" CAP PLATE W/ (4) 5/8" DIA. x 6"

EMBED. EPOXY BOLTS

EXIST. CONCR. ROOF

STRUCTURE

TOP/ CONCR. ROOF

1'

-6

C8 @ TOP/STOREFRONT; SEE

ELEVATION VIEW; ATTACH TO

ANGLE W/ (2) 3/4" DIA. BOLTS

HSS POST IN PLANE W/ CMU

WALL; SEE ELEVATION VIEW;

NOTE THAT CMU WALL IS NOT

SHOWN FOR CLARITY

0'-3"

B/STL

L3x3x3/8 x 0'-6" BELOW

HEADER

EL= 9'-4 3/8"

EL=± 11'-3 3/4"

0' - 3 13/16"

1/4

PL TO HSS

1/4 L3x3 TO HSS

FACE OF EXIST. CMU

WALL

0' - 3 13/16"

APPROX. CENTERLINE

OF EXIST. CMU WALL

N

HSS POST, SEE

ELEVATION VIEW

TYPICAL CLIP; SEE

OTHER SECTIONS

HSS8x3 @ TOP OF

STOREFRONT, SEE

ELEVATION VIEW; ATTACH

TO CLIP ANGLE W/ (2)3/4"

DIA. A325 BOLTS (FINGER-

TIGHT)

0'-6" 0'-1 7/8"

0'-3"

CAP PLATE, SEE OTHER

SECTIONS

EXIST. CONCR. ROOF STRUCTURE,

SEE OTHER SECTIONS

EL= 9'-4 3/8"

BOS

No. 22407

SO

UTH CAROL INA

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E

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P

RO F E S S I ONA

L E

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IN

E

ER

R O

B

ERT

C . ST I L L ,

JR

G

E W

BAIR AS

I N62 8T H

IR

A D

MAN

COM

MO

IT Y

B I L

SEAL AREA

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

D A

TE

P R E P

B Y

A P P R 'D

RECORD DRAWING DATE

ARCH30 E(30X42)DRAWING SIZE:

PROJECT NO.

OFSHEET

DE

PA

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OF

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A

IR

F

OR

C E

AI

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AN

D

R E V

D A

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D E S C R

IP

TI

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IN

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R E V

IS

IO

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C H K

B Y

D R A W N

B Y

D S G N

B Y

S U P V

C H

E N G R

DKFX: 11-1122 A1/A2/B

GL

IC

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BO

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M

AS

SO

CI

AT

ES

, IN

C

3 K

IN

G

ST

RE

ET

, S

UI

TE

CH

AR

LE

ST

ON

, S

C

JO

IN

T B A S E

C H A R

LE

S

TO

N

A B

C H A R

LE

S

TO

N S C

S611

W

AL

L

SE

C

TI

ON

S

RC

S

RG

H

JM

D

/3 0/

AD

D/

RE

PA

IR

P

AS

SE

NG

ER

T

ER

M

IN

AL

B

UI

LD

IN

G

1" = 1'-0"S111 S611

SECTION @ FRONT WALL

HEADER

1" = 1'-0"S131 S611

SECTION @ NEW BEAM

SUPPORTING FLIGHTLINE

SLAB

1" = 1'-0"S132 S611

1 SECTION @ TOP/STOREFRONT

1" = 1'-0"S304 S611

SECTION @ TOP OF

STOREFRONT AT CONCR.

ROOF STRUCTURE

1" = 1'-0"S132 S611

CONNECTION @ TOP OF

DIVIDER WALL

1" = 1'-0"S102 S611

TYPICAL SECTION @ LOW

WALL (BID OPTION #3)

1" = 1'-0"S131 S611

HANGER FOR SUPPORT OF

LOW W6 BEAM SUPPORTING

OPERABLE PARTITION

1" = 1'-0"S132 S611

SECTION @ TOP OF NEW CMU

WALL ATTACHMENT TO

EXISTING CONCR. ROOF

STRUCTURE

1" = 1'-0"S132 S611

SECTION @ TOP/STOREFRONT

@ END OF STOREFRONT

ADJACENT TO CMU

1" = 1'-0"S304 S611

SECTION 1 @ TOP & END OF

STOREFRONT AT CONCR.

ROOF STRUCTURE

1" = 1'-0"S304 S611

SECTION 2 @ TOP & END OF

STOREFRONT AT CONCR.

ROOF STRUCTURE

1/4

TYP

L4x4x3/8 CONT. EA. SIDE OF

NEW CMU WALL @ BOTT.

CHORD OF EXIST. JOISTS; TO

ATTACH TO EXIST. JOISTS AS

SHOWN

NEW CMU WALL, SEE PLAN,

SCHED.

T/WALL @ BAR

JOISTS TO

HAVE 2" GAP

TO BOTT. OF

BAR JOIST

EXIST. BAR JOISTS

EXTEND TOP OF WALL

TO BOTT. OF ROOF

DECK BTW. JOISTS &

PROVIDE TYPICAL

EMBED PLATE &

ATTACHMENT TO ROOF

DECK PER TYP. DETAIL

NEW OR EXIST. CMU

WALL

STEEL BEAM LINTEL,

SEE PLAN

3/8" THK. PLATE,

CONT. TO BE H.D.G.,

FOR SUPPORT OF

VENEER

1/4 2-12

PROVIDE #4 D.B.A.'S x 16"

LONG @ 48" O.C. (SHOT TO

LINTEL TOP FLANGE) & GROUT

CELLS

0'-1"

0'-1 1/2"

EL=

BOTT. OF STL.

SEE PLAN

CENTERLINE OF WALL

= CENTERLINE OF

STEEL BEAM LINTEL

ROOF DECK

12'-3 1/8"

D

PL @ TOP & SIDE OF GLAZED OPENING; SEE

TYP. RETROFIT WINDOW FRAME DETAIL

HSS3x3 HDR; SEE TYP. RETROFIT

WINDOW FRAME DETAIL

HSS6x6 INTERMEDIATE POST

BEYOND; SEE WALL PLAN

PROVIDE (2)L6x6x1/4 W/ 3" VERT.

SLOTTED HOLE FOR 3/4" DIA.

BOLT (FINGER-TIGHT) @ TOP OF

HSS6x6

0' -1

/2

" G

AP

31/6

3/16

TYP

MTL STUD INFILL, PER MTL

STUD DESIGNER (SHOWN

AS HIDDEN LINE BELOW BM

FOR CLARITY OF POST

CONNECTION, BEYOND)

NEW STEEL BEAM, SEE PLAN

EXIST. BAR JOISTS, SEE PLAN

EXIST. 1 1/2" NR ROOF DECK

L2 1/2 x 1 1/2x1/4 (LLH) CONT.;

ATTACH TO EA. JOIST W/ 3/16"

FILLET EA. SIDE

GLAZED OPENING; SEE ARCH.

EL= 7'-8 5/8"

BOTT./STL.

No. 22407

SO

UTH CAROL INA

L

IC

E

N S

E D

P

RO F E S S I ONA

L E

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IN

E

ER

R O

B

ERT

C . ST I L L ,

JR

G

E W

BAIR AS

I N62 8T H

IR

A D

MAN

COM

MO

IT Y

B I L

SEAL AREA

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

D A

TE

P R E P

B Y

A P P R 'D

RECORD DRAWING DATE

ARCH30 E(30X42)DRAWING SIZE:

PROJECT NO.

OFSHEET

DE

PA

RT

M

EN

T

OF

T

HE

A

IR

F

OR

C E

AI

R M

OB

IL

IT

Y C

OM

M

AN

D

R E V

D A

TE

D E S C R

IP

TI

O N

D R A W

IN

G

R E V

IS

IO

N S

C H K

B Y

D R A W N

B Y

D S G N

B Y

S U P V

C H

E N G R

DKFX: 11-1122 A1/A2/B

GL

IC

K/

BO

EH

M

AS

SO

CI

AT

ES

, IN

C

3 K

IN

G

ST

RE

ET

, S

UI

TE

CH

AR

LE

ST

ON

, S

C

JO

IN

T B A S E

C H A R

LE

S

TO

N

A B

C H A R

LE

S

TO

N S C

S612

W

AL

L

SE

C

TI

ON

S

RC

S

RG

H

JM

D

/3 0/

AD

D/

RE

PA

IR

P

AS

SE

NG

ER

T

ER

M

IN

AL

B

UI

LD

IN

G

1" = 1'-0"S132 S612

SECTION AT NEW SHEAR WALL

PERPENDICULAR TO BAR

JOISTS W/IN BAR JOIST SPAN

1" = 1'-0"S131 S612

TYPICAL SECTION AT NEW

STEEL BEAM LINTEL AT

EXTERIOR WALL

1" = 1'-0"S102 S612

SECTION @ FRONT ENTRY

HEADER

ROOF DECK

12'-3 1/8"

NEW STEEL BEAM, SEE PLAN

EXIST. CMU PARAPET WALL ABOVE

DECK TO BE REMOVED

1'-4" W x 14 GA. PLATE CONT. TO BE ATTACHED TO

HIGH FLUTES OF EXIST. MTL DECK W/ #10 SCREWS

@ 12" O.C.

G.C. SHALL REMOVE BLOCK & EMBED PLATE, IF

IT EXISTS, & LOCATE NEW STEEL BEAM AT BRG.

ELEV. OF EXIST. JOISTS. (IN THAT CASE, EXIST.

BAR JOISTS SHALL BE WELDED TO BEAM W/

3/16" FILLET WELD 2" LONG EA. SIDE

EXIST. BAR JOIST

EXIST. MTL. ROOF DECK

ROOF DECK OVER

GARAGE

14'-8 1/4"

ROOF DECK

12'-3 1/8"

M NM.2

EL=

BOTT./STEEL

SEE PLAN

STEEL BEAM W/ 3/8" THK. WEB

STIFFENER AS SHOWN @ 8'-0" O.C.

MAX. & W/IN 1'-6" OF EA. END, SEE

PLAN FOR SIZE

L3x3x1/4 KICKER W/ 3/16"

FILLET WELD 1 1/2" MIN. EA.

SIDE @ EA. END; LOCATE @

EA. WEB STIFFENER

L3x3x1/4 HORIZ. @ EA. KICKER; ATTACH DECK TO L3x3 W/ #10 SCREWS @ 12" O.C.

EXIST. MTL ROOF DECK

EXIST. STL. BAR JOIST

CANOPY FRAMING, SEE CANOPY

PLANS, ELEVATIONS

0'

-1

5/ 8"

EXIST. BAR JOIST TO BE REMOVED FOR

PLACEMENT OF STEEL ANGLE, SEE DEMO

& ROOF FRG PLANS

REMOVE EXIST. CMU WALL & BRICK

PROVIDE NEW CMU GROUTED

SOLID ABOVE STEEL BEAM

PROVIDE 3/4" DIA. x

8" (MIN.) HD. STUDS

@ 24" O.C. @ TOP OF

BM.

PROVIDE NEW CMU GROUTED

SOLID ABOVE STEEL BEAM

L6x6 EDGE ANGLE, CONT., SEE PLAN, SEE OTHER

DETAIL(S) FOR EPOXY BOLT

SEE PLAN/OTHER DETAILS FOR

EXIST. DECK-TO-L6x6 ATTACHMENT

1/4 2-12

3/8" THK STEEL PLATE,

CONT.

REFER TO ARCH.

ROOF DECK

12'-3 1/8"

EL=

BOTT. OF STEEL

SEE PLAN

EXIST. CMU WALL

STEEL BEAM LINTEL, SEE PLAN.

ATTACH TO CMU ABOVE W/ 1/2"

DIA. x 4 1/2" EMBED. EPOXY

BOLTS @ 24" O.C. STAGGERED

EITHER SIDE OF BEAM WEB;

INFILL BTW. FLANGES W/ CMU

FACE SHELL

WHERE BEAM FLANGE WIDTH IS LESS

THAN 6 1/2", PROVIDE 1/4" THK x 7" WIDE

STEEL PLATE, CONT. AT BOTT. FLANGE

FOR SUPPORT OF CMU FACE SHELL

EXIST. MTL ROOF DECK

EXIST. BAR JOISTS

ROOF DECK OVER

GARAGE

14'-8 1/4"

HI COLLECTOR, SEE PLAN

NK.9

EXIST. MTL. ROOF DECK

ATTACH DECK TO BEAM W/ #10

SCREWS @ EVERY OTHER LOW

FLUTE; NOTE THAT INSULATION

MUST BE REMOVED FROM NARROW

RIBS OF ROOF DECK ABOVE IN

ORDER TO MAKE ATTACHMENT

EXIST. BAR JOIST

STEEL BEAM, SEE PLAN

EXIST. BAR JOIST

ROOF DECK

12'-3 1/8"

N NN.1

EL=

BOTT./STEEL

SEE PLAN

STEEL BEAM W/ 3/8" THK. WEB STIFFENER AS

SHOWN @ 8'-0" O.C. MAX. & W/IN 1'-6" OF EA.

END, SEE PLAN FOR SIZE

L3x3x1/4 KICKER W/ 3/16" FILLET WELD 1 1/2"

MIN. EA. SIDE @ EA. END; LOCATE @ EA. WEB

STIFFENER

L6x6x5/16 HORIZ. @ EA.

KICKER; ATTACH DECK TO

L6x6 W/ #10 SCREWS @

12" O.C.; ATTACH TO EA.

JOIST W/ 1/4" FILLET WELD

EXIST. NR MTL ROOF DECK

EXIST. STL. BAR JOIST

CANOPY FRAMING, SEE CANOPY

PLANS, ELEVATIONS

REMOVE EXIST. CMU WALL & BRICK

0'

-1

1/ 4"

PROVIDE NEW CMU

GROUTED SOLID

ABOVE STEEL BEAM

PROVIDE 3/4" DIA. x 4

1/2" HD. STUDS @ 24"

O.C. @ TOP OF BM.

PROVIDE 1/4" THK. x

6" SQ. BRG. PLATE W/

3/4" DIA. x 4 1/2" HD.

STUD FOR EA. JOIST

3/16 1 1/2"

3/16 1 1/2" TYP @ EA.

JOIST SEAT

1/4 2-12

3/8" THK STEEL PLATE,

CONT.

ARCH.

REFER TO

STEEL COLLECTOR, SEE PLAN

ROOF DECK

12'-3 1/8"

NEW STEEL BEAM, SEE PLAN

G.C. SHALL REMOVE BLOCK & EMBED PLATE, IF IT

EXISTS, & LOCATE NEW STEEL BEAM AT BRG.

ELEV. OF EXIST. JOISTS. (IN THAT CASE, EXIST.

BAR JOISTS SHALL BE WELDED TO BEAM W/ 3/16"

FILLET WELD 2" LONG EA. SIDE

EXIST. BAR JOIST

EXIST. NR MTL. ROOF DECK

EE

16 GA. x 12" WIDE LT. GA. STL.

PL., CONT., TO ATTACH TO

EXIST. MTL. DECK W/ #10

SCREW @ 12" O.C. EA. SIDE

HILTI X-U PIN OR #10 SCREW @

EA. DECK FLUTE TO HSS

BELOW

HSS2 1/2x 2 1/2 x 1/4, CONT. FOR

DECK BRG.

EXIST. NARROW-RIB DECK

3/16 2-12

(1/8) 2-12

EXIST. WIDE RIB MTL DECK

EXIST. BAR JOIST

PROVIDE L2x2x1/4 HANGER @ 4'-

0" O.C. BTW. JAMBS; ATTACH TO

L3x3 W/ 3/16" FILLET (3) SIDES

EXIST. BAR JOIST

NEW STL. BM, SEE PLAN

STOREFRONT BELOW, SEE

ARCH.

CEILING, SEE ARCH.

(3/16) 2-12

3/8" THK STEEL PLATE,

CONT.

HSS3x3x1/4 CONT. BTW.

JAMBS.

ARCH.

REFER TO

PROVIDE L3x3x1/4 x 0'-6"

@ EA. HANGER

3/16

TYP, EA.

HANGER

EL= 8'-0 3/8"

BOTT./STL.

H

(2)#4 x 2'-4" DBA'S @ BM

BRG ABOVE

FOR SUPPORT OF LOW

BEAM, (2)L4x4x1/4 x 0'-8" W/ (2)3/4" DIA. x 6 3/4"

EMBED. EPOXY BOLTS

(EA.)0'

-4

0' -1

/4

EXISTING 8" CMU WALL

(W/ DIAG. HATCH)

NEW STEEL BEAM, LOW,

SEE PLAN

NEW STEEL BEAM, HIGH,

SEE PLAN ; SEE TYP.

DETAIL FOR BM BRG

EXIST. BAR JOIST, HIGH,

SEE PLAN

NEW 8" CMU WALL

(W/OUT DIAG. HATCH)

NEW STEEL BEAM

HEADER OVER OPENING,

SEE PLAN

SEE TYP. DETAIL FOR

STEEL BEAM BEARING

CONT. JAMB REINF., SEE

PLAN, TYP. DETAIL(S)

PROVIDE (2)#4'S @ BEAM

BEARING ALONG "H"

H

EXISTING ROOF DECK; SEE PLAN

EXISTING ROOF JOIST; SEE PLAN

NEW STEEL BEAM; SEE PLAN

ATTACH EXIST. DECK TO STEEL

BEAM W/ #10 SCREWS @ 12" O.C.

MAX.

1/4 2-12

ANGLE TO BM

L2x2x1/4 BRACES, SEE ELEVATION

VIEW

3/8" THK. BENT PL (DECK EDGE

ANGLE), CONT.

0' -4

AS REQ'D

NEW STEEL BEAM; SEE PLAN

METAL ROOF DECK; SEE PLAN;

ATTACH TO BM PER NOTES ON PLAN

EL=

DECK BRG

MATCH EXIST.

EL=

DECK BRG

FIELD VERIFY

ROOF DECK OVER

GARAGE

14'-8 1/4"

EL=

LOW L6x6 COLLECTOR T/ STL

MAIN ROOF DECK BRG

EL=

HIGH L6x6 COLLECTOR T/ STL

GARAGE ROOF DECK BRG

3/8" THK. PL CONT

3/16 2-12

3/16 2-12

LOW L6x6 COLLECTOR;

PROVIDE TYP. COLLECTOR

SPLICE TO ATTACH TO L6x6

BEYOND & IN LINE WITH

THIS L6x6

HIGH L6x6 COLLECTOR;

ATTACH TO ROOF DECK AS

PER NOTES ON PLAN

ROOF DECK

12'-3 1/8"

(1/8) 6"

EXIST. CMU WALL

BREAK OUT HOLE IN CMU WALL

SO AS TO ALLOW HSS2x2 TO

PASS THROUGH

L8x4 ANGLE BTW. EXIST. BAR

JOIST TOP CHORDS; SEE PLAN

L6x6 PARALLEL TO JOISTS, SEE

PLAN

HSS2x2 CONT., SEE PLAN & TYP.

DETAIL @ TOP OF SHOTCRETE

WALL PERPENDICULAR TO

JOISTS

COPE ANY PERPENDICULAR

COLLECTOR AROUND HSS2x2

DD

3/8" THK. PL, SEE

RETROFIT WINDOW

OPENING DETAIL

L2x2x1/4 KICKER @ 4'-

0" O.C. MAX.; WELD W/

1" LONG

NEW C12, CONT.; SEE

PLAN

3/8" FULL-DEPTH 4" WIDE STIFF.

PL (FILLET WELD TO CHANNEL

W/ 3/16" FILLET EA. SIDE)

L6x6x1/4 CONT. BTW.

JOISTS, W/ 3/8" THK.

STIFFENER PL. @ EA.

KICKER

#10 SCREW OR HILTI

X-U PIN @ 12" O.C. MAX.

THRU DECK TO L6x6

COPE L6x6 @ EA. END &

ATTACH TO JOIST TOP

CHORD W/ 3/16" FILLET x

1" LONG EA. SIDE

REMOVE EXIST.

CMU W/IN THESE

EXTENTS

CEILING, SEE ARCH.

EXIST. NARROW-RIB

METAL DECK

PROVIDE C12 CONT. W/ 3/4"

DIA. THRU-BOLT (& GROUT)

@ 2'-0" O.C. MAX. & (2) @

PILASTER EA. END

EXIST. CMU WALL

EXIST. BAR JOISTS

EXIST. CONCR.

BM FOR THE

SUPPORT OF THE

CONCR. CANOPY

THAT IS TO BE

DEMO'D

PROVIDE 3/4" DIA. THRU-

BOLT W/ EPOXY @ 4'-0"

O.C. & (2) AT PILASTER

@ EA. END

HSS4x4x3/8 CONT. @

OPENING; ATTACH TO

PILASTER @ EA. END

W/ (4) 1/2" DIA. x 3"

EMBED EPOXY BOLTS

SEE ARCH. FOR

VENEER TO BE

REMOVED

(1/8)

MIN 2-12

HSS3x3, SEE

RETROFIT WINDOW

OPENING DETAIL

EL= 7'-8 5/8"

BOTT./STL

No. 22407

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RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

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ARCH30 E(30X42)DRAWING SIZE:

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1" = 1'-0"S131 S631

SECTION AT NEW GIRDER AT

EXIST. PARAPET

1" = 1'-0"S131 S631

SECTION AT DEPARTURE

GATE 1

1" = 1'-0"S131 S631

4 SECTION @ NEW HEADER

1" = 1'-0"S132 S631

SECTION AT ROOF BEAM

PARALLEL TO JOISTS

1" = 1'-0"S132 S631

SECTION AT DEPARTURE

GATE 3

1" = 1'-0"S131 S631

10 SECTION AT NEW GIRDER

0' 6" 1' 2' 4' 1" = 1'-0"S131 S631

SECTION @ INSET

STOREFRONT @ FRONT

ENTRANCE

1" = 1'-0"S131 S631

SECTION @ BM BEARING @

TRANSITION IN MAIN ROOF

1" = 1'-0"S131 S631

SECTION @ TRANSITION IN

MAIN ROOF

1" = 1'-0"S131 S631

SECTION @ TRANSITION IN

ELEVATION OF L6x6

COLLECTORS (PARALLEL TO

JOISTS) 1" = 1'-0"S132 S631

TYPICAL SPLICE OF

COLLECTORS

PERPENDICULAR TO JOIST &

PARALLEL TO JOISTS

1" = 1'-0"S132 S631

SECTION @ 2ND FRONT ENTRY

HEADER

ROOF DECK

12'-3 1/8"

H

ROOF DECK OVER

GARAGE

14'-8 1/4"

EXISTING ROOF DECK; SEE PLAN

EXISTING ROOF JOIST; SEE PLAN

NEW STEEL BEAM; SEE PLAN

L2x2x1/4 BRACES, SEE ELEVATION

VIEW

BENT PL (DECK EDGE ANGLE),

CONT.

NEW STEEL BEAM; SEE PLAN

METAL ROOF DECK; SEE PLAN;

ATTACH TO BM PER NOTES ON PLAN

L6x6x3/8, ALIGNED W/ LOW ROOF

COLLECTOR, BUT VERT. LEG TURNED UP;

ATTACH TO STEEL BEAM W/ 1/4" FILLET

ALL AROUND

± 9'-0"

12"x6"x3/8 PL; FILLET WELD TO VERT.

LEG OF COLLECTOR W/ 1/4" FILLET (3)

SIDES

12"x6"x3/8 PL; FILLET WELD TO VERT.

LEG OF COLLECTOR W/ 1/4" FILLET (3)

SIDES

HIGH COLLECTOR W/ ANGLES

DISCONT. BTW. JOISTS & W/ CONT.

HSS; SEE PLAN

12"x6"x3/8 PL; FILLET WELD TO VERT.

LEG OF COLLECTOR W/ 1/4" FILLET (3)

SIDES

L3X3x3/8; ATTACH @

EA. END W/ 1/4"

FILLET WELD (2)

SIDES 2" LONG (MIN.)

MIXTURE OF NEW & EXIST. CMU

WALLS

ROOF DECK

12'-3 1/8"

EXIST. NARROW-RIB DECK

EXIST. BAR JOIST

PROVIDE L2x2x1/4 @ 4'-0" O.C.

BTW. JAMBS; ATTACH TO L3x3

CONT. W/ 3/16" FILLET (2) SIDES

STOREFRONT BELOW, SEE

ARCH.

CEILING, SEE ARCH.

(3/16) 2-12

3/8" THK STEEL PLATE,

CONT.

HSS3x3x1/4 CONT. BTW.

JAMBS.

PROVIDE L3x3x1/4 CONT. @

BOTT. CHORD OF EXIST.

JOISTS FOR SUPPORT OF

HANGERS

3/16

3/16

3/16

TYP

EL= 8'-0 3/8"

BOTT./STL

L6x4 COLLECTOR @ BOTT. OF CONCR.

ROOF DECK; ATTACH TO CMU WALL W/

TYP. ATTACHMENT @ 16" O.C. W/IN

48" OF TRANSITION IN COLLECTOR

ELEVATIONS

L8x4+HSS2x2 COLLECTOR @ BOTT. OF

MAIN ROOF DECK; ATTACH TO CMU

WALL W/ TYP. ATTACHMENT @ 16" O.C.

W/IN 48" OF TRANSITION IN COLLECTOR

ELEVATIONS

PROVIDE 10" WIDE x 6'-8" LONG x 3/8"

THK. PLATE FOR TRANSITION; WELD TO

COLLECTORS AS SHOWN

1/4

PL TO ANGLES

NEW STL COL BEYOND, SEE PLAN

EXIST. CMU WALL BEYOND, SEE PLANNEW CMU WALL BEYOND, SEE PLAN

EXIST. BAR JOISTS, SEE PLAN

NEW SHOTCRETE WALL

CONT., SEE PLAN

EXIST. CMU WALL

CONT., SEE PLAN

NEW STL BM BEYOND, SEE PLAN

NEW STL KICKERS BEYOND, SEE

SECTIONS @ STL BM BEYOND

6'-8"

9 EXIST. BAR JOISTS, SEE PLAN

EXIST. STL. GIRDER, SEE PLAN

PROVIDE 3/8"x1'-0"x3'-8" STL

PLATE

1' -0

2'-0"

EXIST. CONCR.

ROOF DECK

NEW STL BM,

SEE PLAN

NEW SHOTCRETE WALL

CONT., SEE PLAN

EXIST. CMU WALL

CONT., SEE PLAN

PROVIDE L6x4x3/8 x 8'-0" AT

TRANSITION IN ELEVATION

PROVIDE L3x3x1/4 KICKERS (@

45 DEG. ANGLES) EA. SIDE OF

LOW L6x4

1/4

KICKER TO

BAR JOIST

1/4

KICKER TO

BAR JOIST

1/4

PL TO ANGLE &

PL TO STL BM

1/4

PL TO STL BM (3)

SIDES

ROOF DECK

12'-3 1/8"

NEW SHOTCRETE WALL

CONT., SEE PLAN

EXIST. CMU WALL

CONT., SEE PLAN

STL BM, SEE PLAN

L8x4 + HSS2x2

COLLECTOR, SEE

PLAN

(1/8)

MIN 1'-0"

HSS2x2 TO BM

ROOF DECK

12'-3 1/8"

EXIST. CMU WALL

CONT., SEE PLAN

STL BM, SEE PLAN

L6x6

COLLECTOR,

SEE PLAN

1/4 L6x6 TO BM

L6x6x3/8 x 2'-0"

CONTRACTOR MAY ELECT TO EXTEND

L6x6 COLLECTOR TO ATTACH TO L6x6 x 2'-0" OR MAY ELECT TO ADD L6x6, TURNED W/ HORIZ. LEG TOWARDS

COLLECTOR, WELDED AS SHOWN

1/4 12"

L6x6 x 2'-0" TO

COLLECTOR (OR

REVERSED L6x6)

1/4 12"

COLLECTOR

TO REVERSED

L6x6

No. 22407

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JR

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BAIR AS

I N62 8T H

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A D

MAN

COM

MO

IT Y

B I L

SEAL AREA

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

OFSHEET

D A

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P R E P

B Y

A P P R 'D

RECORD DRAWING DATE

ARCH30 E(30X42)DRAWING SIZE:

PROJECT NO.

OFSHEET

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DKFX: 11-1122 A1/A2/B

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1" = 1'-0"S131 S632

SECTION @ TRANSITION IN

ELEVATION OF L6x6

COLLECTORS (PERP. TO

JOISTS)

1" = 1'-0"S132 S632

SECTION @ INSET

STOREFRONT @ 2ND FRONT

ENTRANCE

1" = 1'-0"S132 S632

ELEVATION VIEW OF

TRANSITION IN ELEVATION OF

COLLECTORS @ CONCR.

ROOF DECK

1" = 1'-0"S132 S632

ELEVATION VIEW OF

TRANSITION IN ELEVATION OF

STL BM'S @ CONCR. ROOF

DECK1

1" = 1'-0"S132 S632

SECTION @ SPLICE BTW.

COLLECTOR (PERP. TO

JOISTS) & STL BM

1" = 1'-0"S132 S632

SECTION @ SPLICE BTW.

COLLECTOR (PAR. TO JOISTS)

& STL BM1

N7.8

TOP OF TRUSS AT

N7.8

21'-2 5/8"

3/8" THK. 4"x4" BENT PLATE. ATTACH

TO EA. W10 HIGH ROOF RAFTER W/

3/16" FILLET WELD & 5/8" DIA. PLUG

WELD. ATTACH TO EXISTING STR.

STANDING SEAM ROOFING W/ #10

SCREWS @ 12" O.C.

1 1/2" DP. MTL ROOF DECK AT

HIGH ROOF, SEE PLAN, TYP.

DETAILS

W10 (CURVED) HIGH ROOF

RAFTERS, SEE PLAN

2 1/2"

1/4" x 0'-7" (LONG) BENT

PL. @ EA. RAFTER

3/16

(TYP)

L4x4 (14 GA.) @ EA. EXIST. ROOF PURLIN.

ATTACH TO SUPPORTING & SUPPORTED

ELEMENTS W/ (4) #10 SCREWS

TRUSS TOP CHORD, SEE TRUSS

ELEVATION

PER ARCH.

EXIST. Z-PURLINS

N7.8

TOP OF TRUSS AT

N7.8

21'-2 5/8"

L7x4x3/8 @ EA. EXIST. TRUSS

TOP CHORD OR PURLIN

EXIST. ROOF Z-PURLINS

TO BE CUT AS SHOWN

W8 HIGH ROOF

RAFTERS, SEE PLAN

TOP CHORD / MEMBERS OF

TRUSS ALONG N7.8; SEE

ELEVATION

3/16

(TYP) (3) SIDES

14 GA. 4"x4" BENT

PLATE. SEE ADJACENT

SECTIONS FOR

ATTACHMENTS

0' -6

1/4 L6x6 TO END PL

L6x4x1/2 x 0'-4"

LINDAPTER HOLLO-BOLT LHBM20

TRUSS TOP CHORD, SEE

ELEVATION VIEW

TRUSS WEB, SEE TRUSS

ELEVATION

HSS BEAM, TO MATCH BOTT.

OF STEEL ELEVATION OF

TRUSS TOP CHORD; SEE

ELEVATION & PLAN FOR SIZE

1/2" END PLATE TO HAVE T-SHAPE IF PRE-

QUAL. PARTIAL PEN WELDS CANNOT BE

ACCOMPLISHED (SEE SECTION A-A);

OTHERWISE, PLATE MAY MATCH SHAPE

OF HSS BEAM & WELDS SHOWN IN

ELEVATION MAY BE PROVIDED

0' -9

0'

-3

0'-1"0'-6"0'-1"

A- A

A- A

SECTION A-A (IF

PARTIAL PEN WELDS

NOT PREQUAL)

(1/8)

MIN

HSS TO END

PL

SEAL CONX AS

SHOWN @ END

OF TRUSS TOP

CHORD

5/16

(2) SIDES

ALL OTHER

EDGES

NK.9

EXIST. Z-PURLINS

L6x4x7/16 ALONG

RADIUS, CONT., FOR

HSS RAFTER BEARING

HSS RAFTERS, SEE

PLAN

5/16 3"

TYP @ EA. VERT

(1/4) 3"

(1/4) 3" TYP @ EA.

VERT

(3/16) 2.5"

(3/16) 2.5"TYP. @ EA. HSS

RAFTER

HSS4x4 VERT IN "TRUSS"

FOR RAFTER SUPPORT

HSS "TRUSS" FOR RAFTER

SUPPORT

NEW 6" LT. GA. FRG. FOR

SUPPORT OF EXIST. PURLINS,

SEE PLAN

14 GA. L3x3 x 0'-4"; ATTACH

TO STEEL BM W/ (4) HILTI

X-U'S; ATTACH TO LT. GA.

FRG. W/ (4) #10 SCREWS

0' -0

/2

0'

-0

/2

EXISTING 2" DEEP MTL ROOFING

(REFER TO ARCHITECT FOR

PURLINS & ROOFING TO BE

PLACED ON TOP OF THIS)

EXIST. TRUSS TOP

CHORD

L6x6x3/8 BTW. BLOCKING FOR DECK

EDGE SUPPORT; ATTACH @ EA. END

W/ L4x4x1/4 x 0'-5" WELDED TO SUPPORTS & W/ (2) 1/2" BOLTS TO L6x6

RADIUSED (CRIMPED)

STEEL DECK, SEE PLAN

#10 SCREWS @ 12" O.C. MAX. TO

DECK EDGE SUPPORT

EXIST. 6" DP Z-PURLINS; CUT @

CONFLICT W/ RAFTER & ATTACH

W/ 16 GA. L4x4x0'-4" (ATTACH TO

STL W/ (4) HILTI X-U'S & ATTACH

TO PURLIN W/ (4)#10 SCREWS

EXIST. MTL ROOFING; ATTACH

TO LT. GA. FRAMING @ DECK

EDGE AS SHOWN

400S125-33 FRAMING @ 24" O.C.

WHERE EXIST. Z-PURLINS MUST

BE CUT, BUT EXIST. ROOFING

MUST BE SUPPORTED

16 GA. L3x3 x 0'-4"; ATTACH TO STL

W/ (2) HILTI X-U'S; ATTACH TO

BLOCKING W/ (2)#10 SCREWS

HSS RAFTERS, SEE PLAN

LT. GA. TRUSS TOP CHORD

N7.8

TOP OF TRUSS AT

N7.8

21'-2 5/8"

PER ARCH.

1/4" BENT PL

BLOCKING BTW. EA

RAFTER

0'-2 1/4"

0'-2 3/4"

ATTACH DECK TO BLOCKING

W/ TYP. PERIMETER DECK

ATTACHMENT PATTERN

3/16 2-12

N7.05

L6x4x5/16 @ EA. EXIST. Z-

PURLIN

3/16

3/16

(TYP)

ATTACH EA. EXIST. Z-PURLIN

TO STL ANGLE W/ (4) HILTI X-

U'S

SEE PLAN

STEEL BENT PLATE,

SEE TYP. DETAIL FOR

BENT PLATE @ ROOF

ATTACH EA. EXIST. Z-PURLIN TO

L3x3x1/4 W/ (2) HILTI X-U'S

L3x3x1/4 CONT.

8" MTL STUDS (PER STUD DESIGNER)

@ 16" O.C., SUPPORTED & T/STL BM &

BRACED BY L3x3'S CONT. SO AS TO

CANTILEVER UPWARD TO WINDOW

SILL

STEEL BEAM @ HIGH ROOF (@

CLERESTORY, SEE PLAN

STEEL RAFTERS @ HIGH ROOF (@

CLERESTORY, SEE PLAN

CUT EA. EXIST. Z-PURLIN

EXTENDING INTO

CLERESTORY AREA

0'-6 1/2"

MTL STUDS SHOWN W/

HIDDEN LINES FOR

CLARITY IN SHOWING

ATTACHMENT

0' -5

@ EA. BM, PROVIDE HSS3x3 POSTS W/ 3/4" THK x6" x 0'-

11" BASE PLATE W/ (4) 3/4"

DIA. BOLTS TO TOP FLANGE

OF BM BELOW; WELD TO

BASE PL W/ 1/4" FILLET ALL

AROUND

362S162-33 BRACE DIAG. @

EA. POST (FROM TOP OF

ONE POST TO BOTT. OF ADJ.

POST); ATTACH @ EA. END

W/ (3) HILTI X-U'S

W-SECTION STEEL BEAM, SEE

MAIN ROOF FRAMING PLAN

400162-43 HORIZ. @ EA.

GROUP OF POSTS; ATTACH

TO EA. POST W/ (4) HILTI X-

U'S

H

SS

3X 3X

1/

H

SS

3X 3X

1/

H

SS

3X 3X

1/

EXIST. PURLINS; SEE

OTHER SECTIONS

1'-4 3/8"6'-10"6'-10"

F.V.

G.C.SEE ARCH.

NEW PURLINS; SEE OTHER

SECTIONS

EXIST. PURLINS &

ROOFING

NEW PURLINS,

ROOF DECK, &

ROOFING

± 10'-5 1/4"

PROVIDE 600S162-33

BLOCKING BTW. EVERY OTHER

PURLIN; ATTACH TO PURLIN W/

18 GA. L4x4 x 0'-4" W/ (2)#10

SCREWS EA. LEG & ATTACH

TO LT. GA. FRG. BELOW W/ #10

SCREWS @ 12" O.C.

600162-43 VERT. FOR

SUPPORT OF EAVE PANEL

FRAMING (REFER TO ARCH);

ATTACH TO LT. GA. FRG @

TOP & BOTT. W/ (4)#12

SCREWS

PROVIDE DECK TYPE RD1 (1 1/2"

DP. WR MTL ROOF DECK) (SEE

SPECS & TYP. DETAILS) W/ #12

SCREWS AS SUPPORT FASTENERS

600S162-33 BLOCKING BTW. EVERY OTHER PURLIN;

ATTACH TO PURLIN W/ L4x4 CLIP EA. END & (2) # 10

SCREWS EA. LEG & ATTACH TO PURLIN SUPPORT W/ #12

SCREWS @ 12" O.C.; ATTACH DECK TO BLOCKING PER

PARALLEL STRUCTURAL FASTENING PATTERN

PROVIDE DECK TYPE RD1 (1 1/2" DP. WR MTL ROOF

DECK) (SEE SPECS & TYP. DETAILS) W/ #12

SCREWS AS SUPPORT FASTENERS

3 4600S250-68 FOR PURLIN SUPPORT @ EA.

STEEL BM BELOW; ATTACH TO EA. HSS3x3

POST W/ (4) HILTI X-U'S

1.5

600S162-33 PURLINS @ 24" O.C.;

ATTACH TO PURLIN SUPPORT W/ 16

GA. L6x4 CLIP W/ (2)#12…