HomeMy WebLinkAboutEngineer Drawings 3RECEIVING CHANNEL WITH
#12 S.M.S. @ 8" O.C.TOP & BOTTOM
3" OR 4" ALUM.
INSULATED PANEL
14"X 2 14" TAPCONS@ 16" O.C. (MAX.)
14"x3" LAGS 12" O.C.
ALONG HEADER STAGGER
2" NOMINAL FASCIA /(2)1" NOM. FASCIA / 1" NOM.FASCIA + 2" SUB FASCIA
RECEIVING CHANNEL WITH#12 S.M.S. @ 8" O.C.TOP & BOTTOM
3" OR 4" ALUM.
INSULATED PANEL
2X3X18" ANGLE W/#12 S.M.S. @ 8" O.C.TOP & BOTTOM
6" ALUMINUM
INSULATED PANEL
14"X 2 14" TAPCONS
@ 24" O.C. MAX.
RECEIVING CHANNEL WITH#12 S.M.S. (2 PER PANEL)TOP & BOTTOM
3"x12" ALUM.
RISER PANEL
ALUM. RISER PANEL TO CBS WALL
14"X 2 14" TAPCONS
@ 16" O.C. MAX.
CBS WALL
RECEIVING CHANNEL WITH#14 S.M.S. @ 10" O.C.TOP & BOTTOM
3" INS. PANEL
INSULATED PANEL INTO FRAME WALL
38"X 4" LAGS@ 12" O.C. INTO
WOOD STUDS
VARIESVARIES
SEE COLUMN
ATTACHMENT DETAIL
3X3X.090 OR
4X4X0.90 COL.
NOTE:
FOR ISOLATED FOOTING SIZE & REINFORCEMENT
SEE SITE SPECIFIC DRAWING
EXISTING
CONC. SLAB
ISOLATED FTG. DETAIL A L U M I N U M R O O F S 3/3SHEET :REVISIONSBYDATE:APPROVED BY: M.H.1-1-2021P.E.# 62565MYOUNG - HO KIM P.E.2653 BACCARAT DRCOOPER CITY, FL. 33026TEL: (954) 559-7247C O L U M N A N C H O R I N G T O F O U N D A T I O NA L U M. R O O F T O B E A M A T T A C H M E N TFOOTING DETAIL 24"4" CONC. SLAB W/ 6x6x10/10 W.W.M.(OR FIBERMESH) WITH 8"x8" CONTINUOUSFOOTING OVER WELL COMPACT FILL.
8"8" 1 #5 CONTINUOUS
FOOTING DETAIL 1
PAVERS OVER WELL
COMPACT FILL
VARIESVARIES
* FOR DIFFERENT FOUNDATION
CONDITIONS PLEASE SEE SITE
SPECIFIC DRAWING
3" / 4" INSULATED PANEL TO CBS WALL
EXISTING
CBS WALL
6" INSULATED PANEL TO CBS WALL
3" / 4" INS. PANEL TO FASCIA ATTACHMENT
3" / 4" INS. PANEL TO SUPERGUTTER ATTACHMENT
14"x3" LAGS 16" O.C.
ALONG HEADER
2" NOMINAL FASCIA,(2) 1" EXIST NOM. FASCIA+1" NEW FASCIA,1" NOM. FASCIA + 2" SUB FASCIA
2x3x18" CLIP ANGLE W/#12 S.M.S. @ 8" O.C.TOP & BOTTOM
6" ALUMINUM
INSULATED PANEL
INSULATED PANEL TO FASCIA ATTACHMENT
14"x3" LAGS 12" O.C.
ALONG HEADER.
2" NOMINAL FASCIA /(2)1" NOM. FASCIA / 1" NOM.FASCIA + 2" SUB FASCIA
ALUM. RISER PANEL TO FASCIA ATTACHMENT
RECEIVING CHANNEL WITH#12 S.M.S. (2 PER PANEL)TOP & BOTTOM
3"x12" ALUM.
RISER PANEL
EXISTING
WOOD TRUSS
WHEN ISOLATED FTG. IS PLACED IN AN EXIST. CONC.SLAB USE #3 REBAR @ 24" O.C. DOWELLED INTOEXIST. SLAB MIN 4" SET IN EPOXY
NOTE:
FOR CONTINUOUS FOOTING SIZE &
REINFORCEMENT SEE SITE SPECIFIC
DRAWINGA L U M I N U M R O O F T O H O S T S T R U C T U R EF O U N D A T I O N D E T A I LCBS WALL
CBS WALL
HOUSE ROOF
HOUSE ROOF
ALUMINUM LAP BEAM DIMENSIONS
RISER PAN DETAIL
COMPOSITE PANEL DETAIL
RECEIVING CHANNEL WITH#12 S.M.S. @ 8" O.C.TOP & BOTTOM
3"ALUM. OR 4"ALUM.
INSULATED PANEL
14"x3" LAGS 12" O.C.
ALONG HEADER STAGGER2" NOMINAL FASCIA /(2)1" NOM. FASCIA / 1" NOM.FASCIA + 2" SUB FASCIA
CONT. SHIM ANGLE(FOR SLOPED FASCIA)
(4) #10 S.M.S. FROMINSIDE FACE OF COLUMN
INTO SCREW SPLINES OF2x2 (1-12: EMBEDMENT MIN.)
CHAIR RAIL CONNECTION
2X2 CHAIR RAIL
COLUMN
2X2
1X2
1X2
2X2X18 CLIP ANGLESW/ (1) 38"X 4" TAPCON& (3) #10 TEK SCREWS
CORNER COLUMN
KICK PALTE CHANNELW/#10 TEK SCREWS@18"O.C. MAX.
1X2
.024" THICK
ALUM. KICKPLATE
ENGINEER SEAL:T Y P I C A L D E T A I L S<VARIES>2X2
COLUMN
KICK PLATE DETAIL
#8 X1" LONG SMS3 PER INS. ALUM. PANEL OR
1 PER ALUM. RISER PANEL
"E" GUTTER DETAIL
INS. ALUM. PANEL OR
ALUM. RISER PANEL(OVERHANG)
"E" GUTTER
BOX COLUMN ATTACHMENT 1
3" (MIN.)
3X3 OR
4X4 COL.
3X3X2X18" CLIP ANGLE
OR
4X4X2X18" CLIP ANGLEW/(3) #14 SMSEACH SIDE OR(2) 14" THRUBOLTS VARIESVARIES
#5 BAR 12" LONG THRU COLUMN
COAT COL. W/BITUMINOUS PAINT
12"(MIN)FTG. DETAIL (FREE STANDING STRUCTURE)
NOTE:
FOR FTG. SIZE & REINFORCEMENT
SEE SITE SPECIFIC DRAWING
3X3X.090 OR 4X4X.090 COL.
3 8"X212" TAPCONSW/ 1" WASHER @16" O.C.
EXIST. CONC. SLAB
U-CHANNEL W/ #10SMS @ 12" O.C. EACHSIDE (TOP AND BOT.)
3" RISER PAN
ALUM. PAN SHED
ALUM. ROOF
(2) 14"X3" TAPCON
TWO SIDES(MIN 212" EMBEDMENTINTO CONC.)
3" MIN.
1X2 ATTACHED W/ 14"x212"
TAPCON @ 24" O.C. MAX.
2X2X3X18" ANGLE W/(3) #14 TEK& (1) 38"X4" TAPCON EACH SIDE(MIN 212" EMBEDMENT INTO CONC.)
COLUMN ATTACHMENT
(TOP VIEW - LAP BEAM)
FOR 2X5 OR GREATER COLUMN,
ADD ANOTHER 2X2X2X18" ANGLE W/(3) #14TEK & (1) 38"X3" TAPCON (EACH SIDE)
1X2
COLUMN 2X2X2X18" ANGLESW/(3) #14 TEKEACH SIDE
FOR 2X5 AND GREATER
COLUMN, ADDANOTHER ANGLE W/(3) #14 TEK AND (1)
38"X3" TAPCON
EACH SIDE
COLUMN ATTACHMENT
(1) 38"x4" TAPCON
EACH SIDE(MIN 212" EMBEDMENT INTO CONC.)
3" (MIN.)
SEE FOUND. DETAIL
/SPECIFIC DRAWING
(SIDE VIEW - LAP BEAM)COLUMN ATTACHMENT W/ PAVERS
SEE FOOTING DETAIL AND
SITE SPECIFIC DRAWING
FOR 2X5 OR GREATER COLUMN,
ADD 2X2X2X18" ANGLE W/(3) #14 TEK& (1) 38"X5" TAPCON EACH SIDE(MIN 212" EMBEDMENT INTO CONC.)
COLUMN
2X2X2X18" ANGLE W/(3) #14 TEK& (1) 38"X6" TAPCON EACH SIDE(MIN 212" EMBEDMENT INTO CONC.)
PAVERS OVER WELL
COMPACT FILL
234"X234"X2X18" U CHANNEL
OR
334"X334"X2X18" U CHANNELW/(4) #14 TEKEACH SIDE
(4) 38"X3" TAPCONS(MIN 2 12" EMBEDMENT TO CONCRETE)
BOX COLUMN ATTACHMENT 2
3" (MIN.)
3X3 OR
4X4 COL.
EXIST.
TRUSS
SUPER GUTTER
CONT. SHIM ANGLE(FOR SLOPED FASCIA)
6" LONG "Z" BRACKET @ EACH 24" ATTACHED
TO FASCIA W/ 14"X3" LAGS (2 PER BRACKET) AND (1)
14" X 3" LAG @ 24" O.C. AT GUTTER
RECEIVING CHANNEL ATTACHEDTO SUPERGUTTER W/ (2) #14 X 2" TEKSCREWS @ EACH "Z" BRACKET AND 24"
O.C ELSE WHERE & #12 SMS@ 8" O.C. TOP & BOTTOM
2" THICK FASCIA OR DBL. 1"
FASCIA OR 1" FASCIA + 2" SUBFASCIA (1"& 2" ARE NOMINAL)
3"/4" INSULATED ROOF
INS. PANELS TO BEAMS ATTACHMENT 2
2x2x18" ANGLE W/ 14"THRUBOLTS @ 16" O.C. 
 TEK SCREWS @ 8" O.C.
EDGE BAM
INSULATED ALUM. PANEL
1X2 W/#10 X 2"TEK SCREW TO BEAM COLUMN
(2) 14"OR38" THRUBOLTS
AT EACH COLUMN
INS. PANELS TO BEAMS ATTACHMENT 5INS. PANELS TO
BEAMS ATTACHMENT 4
CARRY BEAM
(2) 14"OR38"
THRUBOLTS
@ EACH COLUMN1" MIN.CARRY BEAM (2) 14"OR38" THRUBOLTS
AT EACH COLUMN
INS. PANELS TO BEAMS ATTACHMENT 3
EDGE BEAM(SEPERATED BETWEEN
COLUMNS)
1X2 W/#10 X 2"TEK SCREW
TO BEAM
COLUMN
2x2x18" ANGLEW/ (3) #10 TEKSCREWS EA. FACE.
#10 S.M.S. FROMINSIDE FACE OF
COLUMN INTO EACH
SCREW SPLINE
OF EDGE BEAM
(1-12: EMBEDMENT MIN.)1" MIN.ALUM. RISER PANEL TO BEAMS ATTACHMENT 1
EDGE BEAM
COLUMN
3" ALUM. RISER PANEL
ATTACHED TO CARRYBEAM W/ #10 TEK SCREWW/1" WASHER @ 6" O.C.
ALUM. RISER PANEL TO
BEAMS ATTACHMENT 2
(2) 14"OR38"
THRUBOLTS
AT EACH
COLUMN
EDGE BEAM
(2) 14"OR38"
THRUBOLTS
AT EACH
COLUMN
1X2 W/#10 X 2"TEK SCREW
TO BEAM
INSULATED ALUM. PANEL
ATTACHED TO CARRY BEAM
W/ 14" LAG OR #14 TEK W/1"WASHER @ 6" O.C.
3" ALUM. RISER PANEL
ATTACHED TO CARRYBEAM W/ #10 TEK SCREWW/1" WASHER @ 6" O.C.
NSULATED ALUM. PANEL
ATTACHED TO CARRYBEAM W/ #14X5 TEKW/1"WASHER @ 6" O.C.
INS. PANELS TO BEAMS ATTACHMENT 1
18" BOX
CARRY BEAM
1X2 W/#10 X 2"TEK SCREW TO BEAM COLUMN
(2) 14"OR38" THRUBOLTS
@ EACH COLUMN
INSULATED ALUM. PANEL
ATTACHED TO CARRYBEAM W/ 14" LAG OR
#14 TEKW/1" WASHER @ 6" O.C.1" MIN.1" MIN.NSULATED ALUM. PANEL
ATTACHED TO CARRYBEAM W/ #14X5 TEKW/1"WASHER @ 6" O.C.
COLUMN
COLUMN COLUMN
F. B. C. 2020 ASCE 7-10 170 MPH EXPOSURE "C" CATEGORY I