HomeMy WebLinkAbout284-2020 Tipple Residence 4S C R E E N E N C L O S U R E S 2/2SHEET :REVISIONSBYDATE:APPROVED BY: M.H1-10-2016P.E.# 62565MYOUNG - HO KIM P.E.2653 BACCARAT DR.COOPER CITY, FL. 33026TEL: (954) 559-724718" ANGLE BRACKET W/(9) #14S.M.S. TO WALL MEMBERS
516" EYE-BOLT WELDED
CLOSED WITH DBL. NUTS
DOUBLE COMPRESSION SLEEVES
18" STAINLESS STEEL CABLE
2" EAVE RAIL
COLUMN
(2) 1/4"x2 1/2"TAPCON 1 14"x 5 58" x 18"FLAT BAR
18" STAINLESS STEEL CABLE
DOUBLE COMPRESSION
SLEEVES
7"7" CUT FROM 1"x 5" ANGLES C R E E N E N C L O S U R E T O H O S T S T R U C T U R EP U R L I N & C H A I R R A I L D E T A I LM A N S A R D B E A M S P L I C EC O L . A N C H O R I N GPURLIN CONNECTION
BOX BEAM
(4)#10 SMS INTO SCREWSLOTS AT EACH PURLIN
2X2 OR 2X3 PURLIN
PURLIN CONNECTION (OPTIONAL)
BOX BEAM
(4)#10 SMS INTO SCREWSLOTS AT EACH PURLIN
2X2 OR 2X3 PURLIN
(4) #10 S.M.S. FROMINSIDE FACE OF COLUMN
INTO SCREW SPLINES OF
2X2 OR 2x3(1-12: EMBEDMENT MIN.)
CHAIR RAIL CONNECTION
2X2 OR 2X3 CHAIR RAIL
CHAIR RAIL CONNECTION (OPTIONAL)
COLUMN
1/16" RECEIVING CHANNEL W/(3) #10 SMS EA. SIDE OF CHANNEL
2X2 OR 2x3 CHAIR RAIL
COLUMN
W A L L & R O O F B R A C I N G D E T A I LCORNER COLUMNCABLE BRACE (OPTIONAL)
(1 CABLE REPLACES 1 K-BRACING)
EAVE MEMBER
COLUMNCORNER COLUMN2X2 OR 2X3 CHAIR RAIL2X2X.0902X2
X
.
0
9
0
2X2
1X2
K-BRACE
5"X5"X.064" PLATEW/ (9) #12 SMS PERPLATE (OUTSIDE) &1"X3"X4" LG. ANGLE(.064" THICK) W/(9)#10 (INSIDE)
1"X3"X4" ANGLE
(.064"THICK)W/(3) #12TEKSTO COLUMN &W/(3) #12TEKSTO K-BRACE
PLACE 5X5 PLATE AT 1X2 W/COLUMN INTERSECTION WHEN
KICKPLATE IS NOT PRESENT
ROOF BRACING
EAVE RAIL
* ANCHOR OTHER END TO BEAM W/ (1) 14" THRUBOLT/WASHER/NUT OR (2) #14 TEK SCREWS
KICK PLATE
(OPTIONAL)EAVE RAIL2X2X.090 BRACE 2X2X1/8" "C" CHANNELW/(1)1/4" THRUBOLT/WASHER/NUT
1/4" THRUBOLT/3/4" WASHER/NUT
** ANCHOR OTHER END TO PURLIN
W/ (1) 14" THRUBOLT/WASHER/NUT
ROOF BRACING (OPTIONAL)
EAVE RAILEAVE RAIL 1/8" ANGLE(CUT TO FIT)
1/4" THRUBOLT/3/4" WASHER/NUT
ROOF BRACING (OPTIONAL)
EAVE RAILEAVE RAIL 1/8" ANGLE (CUT TO FIT)
1/4" THRUBOLT/3/4" WASHER/NUT
EAVE RAILEAVE RAIL 1 1/4"x1 1/4"x1/8"
TUBE BRACE
.22" U-BRACKET W/ 3/8"THRUBOLTS EACH END OF BRACE
ROOF BRACING (OPTIONAL)BEAM2X2X.090 BRACE2X2X.090 BRACEPURLIN
* ANCHOR OTHER END TO BEAM W/ (1) 14" THRUBOLT/WASHER/NUT OR (2) #14 TEK SCREWS ** ANCHOR OTHER END TO PURLIN
W/ (1) 14" THRUBOLT/WASHER/NUT
* ANCHOR OTHER END TO BEAM W/ (1) 14" THRUBOLT/WASHER/NUT OR (2) #14 TEK SCREWS ** ANCHOR OTHER END TO PURLIN
W/ (1) 14" THRUBOLT/WASHER/NUT
F O U N D A T I O N D E T A I L SEAVE MEMBER
3X3
or Primary
Column
1X2
1X2
2X2X18 CLIP ANGLESW/ (1) 14"X 312" TAPCON& (3) #10 TEK SCREWS
CORNER COLUMN
KICK PALTE CHANNELW/#10 TEK SCREWS@18"O.C. MAX.
1X2
.024" THICK
ALUM. KICKPLATE14" TAPCONS @ 24" O.C. FOR CONCRETE
,
14" LAGS @ 18" O.C. FOR WOOD, & #10 TEKS @ 18" O.C. FOR COLUMN
1x2
EXIST. HOUSE CBS/WOOD FRAME WALL OR COLUMN(4) #10 S.M.S. FROM INSIDE FACEOF 1X2 INTO SCREW SPLINES OF2X3 (112" EMBEDMENT MIN.)
SEE SITE SPECIFIC DRAWING
FOR FOUNDATION DETAILS
EXIST. WOOD/CONC.HOUSE ROOF
(2) #10 SMS
FOOTING DETAIL 2 4"4" CONC. SLAB W/ 6x6x10/10 W.W.M.(OR FIBERMESH) WITH 8"x8" CONTINUOUSFOOTING OVER WELL COMPACT FILL.
8"8" 1 #5 CONTINUOUS
ENGINEER SEAL:T Y P I C A L D E T A I L SFOOTING DETAIL 1
PAVERS OVER WELL
COMPACT FILL
PER TABLEPER TABLE <VARIES>2X2
COLUMN
KICK PLATE DETAIL
* FOR DIFFERENT FOUNDATION
CONDITIONS PLEASE SEE SITE
SPECIFIC DRAWING
2X3 or 3X3 EAVE RAIL
1X2
or
1X3
#10 SMS @ 18" O.C.
(2) #10 SMS
2X2 OR 2x3
PORCH PANEL
HEIGHT
(INCHES)
8
ALLOWABLE
SPAN
13'-4"1 EACH #5
CONTINUOUS PERIMETER FOOTING TABLE
8
12
12
WIDTH
(INCHES)
8
12
12
16
20'-0"
30'-0"
40'-0"
REINFORCEMENT
2 EACH #5
2 EACH #5
2 EACH #5
NOTE: HEIGHT AND WIDTH DIMENSIONS MAY BE TRANSPOSED.
THE ABOVE REFERENCED FOOTING TABLE IS INFORMATION
ONLY, THE DESIGNER SHALL MAKE THE FINALL DESIGN OF FOOTING DIMENSIONS
CBS WALL
HOUSE
ROOF
HOUSE ROOF
HOUSE ROOF
NOTE: PROVIDE 34" SEPARATION (MIN) BETWEEN
SCREWS AND 12" (MIN) EDGE DISTANCE
SUPER GUTTER CONNECTION
EXIST.
TRUSS
SUPER GUTTER
CONT. SHIM ANGLE(FOR SLOPED FASCIA)FLAT OR MANSARD BEAM
6" LONG "Z" BRACKET @ EACH BEAM ATTACHED
TO FASCIA W/ 14"X3" LAGS (2 PER BRACKET) AND (1)
14" X 3" LAG @ 24" O.C. AT GUTTER
2X2X18" ANGLE W/ (1) 14" THRUBOLT/WASHER/NUT & (3) #14 TEKS EA. SIDE
CUT OFF+CAP (OPTIONAL FOR MANSARD BEAMS)
1X2 (OPTIONAL) ATTACHED TO SUPERGUTTERW/ (1)#14 X 2" TEK SCREWS @ 24" O.C.
SUPER GUTTER CONNECTION (OPTIONAL)
2" THICK FASCIA OR DBL. 1"
FASCIA OR 1" FASCIA + 2" SUBFASCIA (1"& 2" ARE NOMINAL)
EXIST.
TRUSS
SUPER GUTTER
CONT. SHIM ANGLE(FOR SLOPED FASCIA)FLAT OR MANSARD BEAM
1"X1" ALUM. PICKET (2 PER BEAM)
CUT OFF+ CAP (OPTIONAL FOR MANSARD BEAMS)
1/4"x3" LAG @24" O.C.
EXIST.
TRUSS
SUPER GUTTER
CONT. SHIM ANGLE(FOR SLOPED FASCIA)
FLAT OR MANSARD BEAM
6" LONG "Z" BRACKET @ EACH BEAM ATTACHED TO
FASCIA W/ 14"X3" LAGS (2 PER BRACKET) AND (1) 14"
X 3" LAG @ 24" O.C. AT GUTTER
2X2X18" ANGLE W/ (1) 1/2"x9"LAG TO FASCIA & (3) #14 TEKS
CUT OFF+CAP (OPTIONAL FOR MANSARD BEAMS)
1X2 (OPTIONAL) TO SUPERGUTTERW/(1)#14x2" TEK SCREWS @ 24" O.C.
1"X1" ALUM. PICKET (2 PER LEG)
SUPER GUTTER CONNECTION (OPTIONAL)
EXIST.
TRUSS
FLAT OR MANSARD BEAM
2X2X18" ANGLE W/ (1) 1/4"x3" LAG& (3) #14 TEKS EACH SIDE
1/4"x3" LAG @24" O.C. (2 PER BEAM)
FASCIA CONNECTION
(#14'S CAN BE REPLACED W/(2)1/4" THRUBOLTS)
(#14'S CAN BE REPLACED W/(2)1/4" THRUBOLTS)
(#14'S CAN BE REPLACED W/(2)1/4" THRUBOLTS)
ADD 2X2X18" ANGLE W/(1) 1/4"x2 1/2" LAG & (3)#14 TEKS EACH SIDE FOR 2X8 BEAMS OR GREATER
1X2 (OPTIONAL) ATTACHED TO SUPERGUTTERW/ (1)#14 X 2" TEK SCREWS @ 24" O.C.
2X2X18" ANGLE W/ (1) 14" THRUBOLT& (3) #14 TEKS AT EACH SIDE(#14'S CAN BE REPLACED W/(2)1/4" THRUBOLTS)
ADD 2X2X18" ANGLE W/ (2) #14 TEKSEA. SIDE FOR 2X8 BEAMS OR GREATER
2" THICK FASCIA OR DBL. 1"
FASCIA OR 1" FASCIA + 2" SUBFASCIA (1"& 2" ARE NOMINAL)
2" THICK FASCIA OR DBL. 1"
FASCIA OR 1" FASCIA + 2" SUBFASCIA (1"& 2" ARE NOMINAL)
2" THICK FASCIA OR DBL. 1"
FASCIA OR 1" FASCIA + 2" SUBFASCIA (1"& 2" ARE NOMINAL)
CBS WALL/TIE BEAM OR
MANSORY WALL
FLAT OR MANSARD BEAM
2X2X18" ANGLE W/ (1) 1/4"x3" TAPCON& (3) #14 TEKS EACH SIDE
1X2 IS OPTIONAL
BEAM TO CBS / TIE BEAM
(#14'S CAN BE REPLACED W/(2)1/4" THRUBOLTS)
ADD 2X2X18" ANGLE W/ (1) 1/4"x2 1/2"TAPCON & (3)#12 TEKS FOR 2X8 BEAMSOR GREATER
EXIST.
TRUSS
(1) 1/4"x6" LAG AT EACHCLIP ANGLE & (1) 1/4"x6" LAG@ 24" O.C. ELSE WHERE
DBL 2X2
KNEE WALL TO FASCIA
2" THICK FASCIA OR DBL. 1"
FASCIA OR 1" FASCIA + 2" SUBFASCIA (1"& 2" ARE NOMINAL)
RISER COLUMN
EXIST.
TRUSS
SUPER GUTTER
6" LONG "Z" BRACKET @ EACH BEAM
W/ 14"X3" LAGS (2 PER BRACKET) AND(1) 14"x3" LAG @ 24" O.C. ELSEWHERE
2X2X18" ANGLE W/(1) 14"THRUBOLT/WASHER/NUT &(3) #14 TEK SCREWS EA. SIDE
2X2
2" THICK FASCIA OR DBL. 1"
FASCIA OR 1" FASCIA + 2" SUBFASCIA (1"& 2" ARE NOMINAL)RISER COLUMN
2X2X18" ANGLE EA. SIDEW/(3) #14 TEK SCREWS
KNEE WALL TO SUPER GUTTER
EXIST.
TRUSS
SUPER GUTTER
2X2
2" THICK FASCIA OR DBL. 1"
FASCIA OR 1" FASCIA + 2" SUBFASCIA (1"& 2" ARE NOMINAL)
RISER COLUMN
KNEE WALL TO SUPER GUTTER (OPTIONAL)
1/4"x3" LAG @24" O.C.
(1) 1/4"x6" LAG AT EACHCLIP ANGLE & (1) 1/4"x6" LAG@ 24" O.C. ELSE WHERE
2X2X18" ANGLEW/(3) #14 TEK SCREWS EA. SIDE
EXIST.
TRUSS
2" THICK FASCIA OR DBL. 1"
FASCIA OR 1" FASCIA + 2" SUBFASCIA (1"& 2" ARE NOMINAL)
KNEE WALL TO SUPER GUTTER (OPTIONAL)
2X2X18" ANGLE W/ (1) 1/4"x3"LAG TO FASCIA & (3) #14 TEKSCREWS (USE 1/2"x9" LAG WHENATTACHING TO SUPERGUTTER)
2X3 PURLIN
316" GUSSET PLATE
INSIDE OF SPLICE
BOTH SIDES
USE #14 TEK SCREWSAS PER SCHEDULE
NOTE: PROVIDE 1" SEPARATION (MIN) BETWEEN SCREWS AND 1" (MIN) EDGE DISTANCE BETWEEN SCREWS & GUSSET PLATE
BEAM
2X4, 2X5 & 2X6
2X7 & 2X8
2X9 & 2X10
EA. SIDE/BEAM TOTAL OF #14TEK SCREWS
6
8
10
24
32
40
PLATE L
E
N
G
T
H
P
E
R
T
A
B
L
E
PLATE
LENGTH
16"
16"
20"
CBS WALL
HOUSE ROOF
3" MIN.
1X2 ATTACHED W/ 14"x212"TAPCON @ 24" O.C. MAX.
2X2X2X18" ANGLE W/(3) #14 TEK& (1) 38"X4" TAPCON EACH SIDE(MIN 212" EMBEDMENT INTO CONC.)
COLUMN ATTACHMENT
(TOP VIEW)
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)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
RIGID FRAME BEAM TO COLUMN
ATTACHMENT
316" GUSSET PLATE
INSIDE OF SPLICE
BOTH SIDES 10"10"
USE #14 TEK SCREWS(10 PER GASSET PLATE
TOTAL 40 TEKS)
PROVIDE 1" SEPARATION (MIN) BETWEEN SCREWS AND 1" (MIN) EDGE DISTANCE BETWEEN SCREWS & GUSSET PLATE
MANSARD & GABLE BEAM SPLICE DETAIL
2X2X18" W/(3) #14TEK SCREWS EA. SIDE
(2) 14" THRUBOLTS OR(6)#14 TEK SCREWS ON EACH SIDE
EAVE RAIL + 1X2
BEAM (FLAT OR MANSARD)TRIMMED TO ACCOMODATE
INSERTION OF COLUMN
BEAM TO COLUMN ATTACHMENT
2X2X18" ANGLEW/(2) #14 TEKSCREWS EA. SIDE
PURLIN
TRIMMED TO ACCOMODATE
INSERTION OF COLUMN
PURLIN TO COLUMN ATTACHMENT
EAVE RAIL +1X2
2X2X1/8" "C" CHANNELW/(2) #14 TEKSCREWS EA. SIDE
(3)#14 TEK SCREWSON EACH SIDE F. B. C. 2017 ASCE 7-10 170 MPH EXPOSURE "C" CATEGORY I