HomeMy WebLinkAbout284-2020 Tipple Residence 32X22"2"
.044"
.044"
2"1".044"
.044"
1X2
3X33"3"
.090"
2X3 SNAP3"2"
.050"
.062"
1"1"1" SQ.
PICKET 2X33"2"
.05"
.050"5"5"4"12"
5" SUPER GUTTER
2X2 SNAP2".05"2"
3X23"2"
.05"
.050"
4X44"4"
.090"S C R E E N E N C L O S U R E S 1/2SHEET :REVISIONSBYDATE:APPROVED BY: M.H1-10-2016P.E.# 62565MYOUNG - HO KIM P.E.2653 BACCARAT DR.COOPER CITY, FL. 33026TEL: (954) 559-72474" TO 10"2"
LB CONNECTION
USE #12 SMS @ 24"O.C./ TOP & BOT.FOR 2X7 OR SMALLERAND #14 SMS @ 24"O.C./ TOP & BOT. FOR2X8 OR GREATER
ENGINEER SEAL:
2x2x18" ANGLE W/(2) 14" THRUBOLTS
OR 4-#12 SMS EA. SIDEUSE 6-#14 SMS OR (3)
14" THRUBOLTS FOR
2X8 SMB OR LONGER
LB PER TABLE
CARRY BEAM
PURLIN
CARRY BEAM DETAIL 1
CARRY BEAM TO CBS WALL 1
CBS WALL
2x2x18" ANGLE W/
2- 14"x212"THRUBOLT
& 2- 14"x212" TAPCONS
EACH SIDE
CARRY BEAM
CARRY BEAM TO CBS WALL 2
2x2x18" ANGLEW/2- 14" THRUBOLT& (2) 38"x3" LAGS
CARRY BEAM
18"x5"x8" PLATEW/ 2- 38"x3" LAGS
CARRY BEAM TO FASCIA 1
2x2x18" ANGLE W/
2- 14" THRUBOLTS
& 2- 38"x3" LAGS
EACH SIDE
CARRY BEAM
CARRY BEAM TO FASCIA 4
HOUSE
ROOF
2" NOM. FASCIA
OR DBL 1" NOM.
FASCIA
HOUSE ROOF
2" MIN. FASCIA
OR DBL 1" NOM.
FASCIA
2x2x18" ANGLE W/(2) 14" THRUBOLTS OR
4- #12 SMS EA. SIDEUSE 6-#14 SMS OR(3) 14" THRUBOLTS
FOR 2X8 SMB OR LONGER
LB PER TABLE
CARRY BEAM
CARRY BEAM DETAIL 2
CARRY BEAM TO FASCIA 2
2x2x18" ANGLE W/
2- 14" THRUBOLTS
& 2- 38"x9" LAGS
EACH SIDE
CARRY BEAM
CARRY BEAM TO FASCIA 3
HOUSE ROOF
2" MIN. FASCIA
OR DBL 1" NOM.
FASCIA
5" SUPERGUTTER
1" SQ. PICKET(EA. SIDE)1X2 (OPTIONAL)
.078"2"2"5"
.125"
"Z" BRACKET
12"1"1"1".05"
DOOR JAMB1X2 "C"
CHANNEL
1"2".064"
2X2 "C"
CHANNEL
2"2".064"
1X2 (OPTIONAL)
1X2 5"2"
.116"
.05"
2X52X44"2"
.044"
.10"10"2"
.092"
.374"
2X108"2"
.224"
.072"
2X86"2"
.12"
.05"
2X6 7"2"
.12"
.055"
2X7 9"2"
.082"
.306"
2X9
Wind Zone : 170 mph Exposure "C"Roof Design Pressure : 7.4 psf Wall Design Pressure : 26 psf Beam Deflection less than "Span/60"
ALUMINUM LAP BEAM DIMENSIONS
6'-6"
GENEREAL NOTES
1. All details provided comply with FBC 2017 6th Edition & ASCE 7-10.2. Ultimate Design Wind Speed :170 mph, Exposure C, & Category I.3. All concrete (existing & new) shall have a min. compressive strength of 2500 psi.
4. All concrete anchors supporting columns shall have min. 212" embedment regardless of Spec details.5. Interpolation is allowed when using beam and column tables.6. Existing footers may be used if they are in satisfactory structural condition. If incorporating in exist. slab dowel to new footers with #5 12" rebar dowels @ 24" O.C. epoxyed into the existing footers with min emb. of 6", with Simpson Strong-Tie epoxy or equivalent.7. All conc. anchors shall be Simpson Strong-Tie Wedge, Tapcon w/ min ultimate ten. strength of 60ksi8. Contractor must insulate aluminum members from dissimilar metals to prevent electrolysis.9. All Aluminum structural components shall be of 6005-T5 or 6061-T6 alloy and be certified to comply with all applicable alloy specifications. Maximum house overhang cantilever shall be 2ft.
10. Fasteners must have min 12" head or be provided with 12" dia. washers min.11. Calculations based on using 20/20 mesh.12. Bolts and all other fasteners shall be either aluminum, non-magnetic stainless, or hot-dip/ elctro-galvanized steel/double cadmium plated steel with coating for corrosion resistance.
CBS WALL
2x3x18" ANGLE W/
2- 14"x212" THRUBOLT
& 2- 14"x312" TAPCONS
CARRY BEAM 18"x5"x7" PLATE W/
2- 14"x212" TAPCONS
3" (Min.)
1X2
1X2
2x3x18" ANGLE W/
2- 14" THRUBOLTS
EACH SIDE
CARRY BEAM 18"x5"x12" PLATEW/ 2- 38"x3" LAGS
HOUSE ROOF
2" NOM. FASCIA
OR DBL 1" NOM.
FASCIA
5" SUPPERGUTTER1" SQ. PICKET
3"3"
1X2
7'-0"7'-6"8'-0"
Allowable Spans for Mansard & Peak Roof s in Screen Enclosures (3ft rise or less)
2X33"2"
.0357"
.09"
Beams
Maximum Wall Height : 10 ft.
Beam Spacing in Feet
2x8 LB
2x9 LB
2x10 LB
5'-0"
30'-0"
35'-6"
45'-5"
5'-6"
28'-7"
33'-2"
44'-8"
6'-0"
27'-5"
31'-4"
43'-8"
6'-6"
26'-0"
30'-8"
43'-2"
7'-0"
24'-2"
28'-3"
42'-7"
7'-6"
22'-6"
27'-0"
41'-5"
8'-0"
21'-9"
40'-0"
Maximum Wall Height : 14 ft.
Beam Spacing in Feet
5'-0"
24'-0"
29'-4"
40'-9"
5'-6"
22'-11"
26'-6"
38'-6"
6'-0"
19'-9"
24'-0"
36'-8"
6'-6"
18'-2"
23'-0"
35'-0"
13'-0"
20'-0"
33'-0"
10'-6"
18'-4"
31'-9"
8'-0"
16'-6"
30'-0"
7'-0"7'-6"8'-0"
26'-0"
2x7 LB 8'-6"--------8'-0"7'-0"-
2x6 LB ----------7'-7"7'-0"--
8'-9"9'-0"
DBL BOX BEAMS
DBL LB
2"2"VARIES2 #14 TEKSCREWS
@ 12"O.C.
TOP & BOT
STAGGERING
12"THRUBOLT
@ 24"
TOP & BOT
STAGGERING
2"2"F. B. C. 2017 ASCE 7-10 170 MPH EXPOSURE "C" CATEGORY I