HomeMy WebLinkAboutSTRUCTURAL DECK -FRAMING PLANN
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(5) 2 X 12 PT SYP STRINGERS @
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SIMPSON LUS210, TYP
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EXISTING RESIDENCE TO REMAIN
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�II 2 X 12 PT SYP LEDGER ATTACHED TO
2 X 12 PT JOISTS @ 16" O.C. W/ WALL W15/8" X 3" EMBED S.S. OR GALV.
SIMPSON LUS26 HANGER @ IA = �It LAG BOLTS @ EA. END & 16"
LEDGER SIDE ONLY Iit STAGGERED CENTERS THROUGHOUT
I
II ',
I IIIII III 5/4 X 6 PT DECKING
I I
JOISTS ATTACHED TO BEAM
W/ SIMPSON HTS16 W/ (16) 10d
X 1-1/2" NAILS (8 EA. SIDE) - (1) 111111 III.
@ EA. END & 4' O.C.
TTT--T—T--TTTT-
I�— _ �II II 11
I II
SIMPSON HUC28-2 HANGER
@ DOUBLE JOIST
BEAM TO BEAM CONNECTION W/
5/8" X 3" EMBED S.S. OR GALV. LAG
BOLTS & SIMPSON HTS16 (EA. SIDE)
W/ (16) 10d X 1-1/2" NAILS (8 EA.
SIDE) - (1) @ EA. END & 4' O.C.
2 X 10 LADDER BLOCKING @
CENTER LINE W/ (2) 16d NAILS
@ EA. END (STAGGERED)
it II II It It It II It It It Iti' It II II II II II II I
II
—JyI�II II III II II 11 11 II II II II 11 1
NOTE: ALL DIMENSIONS TO BE VERIFIED IN FIELD
STRUCTURAL DECK FRAMING PLAN
SCALE 1/4" = V-0"
2 X 4 PT SYP ATTACHED
TO CONCRETE W/Xa' X 3"
TAPCONS @ 16" O.C.
4" SPHERE UNABI
TO PASS THROU(
2X2 POKE'
@°4"0.
(2)#9 X 3" DEC
SCREWS @ EA(
JOISTS ATTACHED TO BEAM EXISTING 8 X 8 COLUMNS AND
W/ SIMPSON HTS16 W/ (16) lod FOUNDATIONS TO REMAIN, TYP.
X 1-1/2" NAILS (8 EA. SIDE) - (1) 2
@ EA. END & 4' O.C. S-2
2 X 12 PT SYP JOISTS @ 16" O.C.
y j =
4 X 4 PT SYP OR TREX RAIL
POST @ 36" O.C. ATTACHED W/
(2) 3/8" S.S. OR HDG LAG BOLTS
514 X 6 PT DECKING ATTACHED
W/ (2) #8 X 1 1/2" S.S. OR GALV.
EMBED SCREWS PER
INTERSECTION
11"MIN.
TREAD
(3) 2 X 12 PT SYP STRINGERS ATTACHED
TO (2) 2 X 12 BEAM W/ SIMPSON LUS210 W/
(30) 16d NAILS @ BEAM & (10) 16d NAILS @
STRINGER
ATTACHED TO POST TO STRINGER W/
(2) 5/8' S.S.OR GALV, THRU-BOLTS @
EA. W/ 2 X 114' WASHERS
NEW 4 X 4 #2 PT SYP POST
SIMPSON ASU44 ATTACHED TO
EXISTING SLAB W/ (1) 5/8" X 7" EMBED.
GALV. OR S.S. WEDGE ANCHOR @ EA.
& (12) 16d NAILS @ THE POST
SECTION THRU EXTERIOR STAI
S-2 SCALE: 3/4" = V-0"
HANDRAILS GUARDS & PICKETS MUST
RESIST 200 LBS OF LATERAL FORCE
RAILINGS DETAIL_
SCALE: 1/2" = V-0"
(2) 2 X 12 PT #2 SYP CARRY BEAM
ATTACHED TO POST W/ (2) 5/8"
S.S. OR GALV. THRU-BOLTS @
EA. W/ 2" X 1/4" WASHERS
OUTSIDE RETURN FRAMING W/
#12 X 3" HDG DECK SCREWS
EXISTING 6116 COLUMNS (V.LF.)
�- EXISTING CONCRETE
/ SLAB AND FOUNDATION.
(V.I.F )
f
2 X 6 PT TOP CAP ATTACHED
W/ (2) #10 X 2" EMBED. H.D.G.
SCREWS @ EA.
2 X 2 PT PICKET ATTACHED W/
(2) #8 X 1-1/2" EMBED. H.D.G.
SCREWS @ EA. INT.
2 X 12 PT JOISTS @ 16" O.C. W/
SIMPSON LUS26 HANGER EACH
END W/ (4) 10d NAILS @ THE
CARRY BEAM & (4) 10d NAILS @
THE JOIST
HAND RAIL DETAIL
SCALE: N.T.S.
EXISTING WOOD STUD
WALLS, V.I.F.\\\\\
EXISTING FLOOR
TRUSSES V I F.
(2) 2 X 12 PYSYP LEDGER
ATTA TO WALL W/
5/8" X 3" MBED S.S. OR
GALV. LAG BOLTS @ EA.
END & 16" STAGGERED
CENTERS THROUGHOUT
EXISTING 8 X 8 COLUMNS
(V.LF.)
GENERALNOTES
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION
2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE 2020 FLORIDA
BUILDING CODE (7TH EDITION), LATEST EDITIONS OF ACI 318, NCMA, NATIONAL FOREST PRODUCT
ASSOC., NDS, TPI, AND ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THIS
BODY OF WORK.
3. ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL ORDINANCES.
DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE
1.
RISK CATEGORY:
II
2.
CODE REFERENCE:
2020 FLORIDA BUILDING CODE (7TH EDITION) & ASCE 7-16
3.
BUILDING DESIGN:
PARTIALLY ENCLOSED
4.
MEAN ROOF HEIGHT:
—20'
5.
ROOF PITCH:
0.5/12 DEGREES (MIN.)
6.
GCpi:
t 0.55
7.
WIDTH OF END ZONE:
A = 4.0'
8.
WIND SPEED:
160 MPH (Vult) 3-SECOND GUST
124 MPH (Vasd) 3-SECOND GUST
9.
WIND EXPOSURE:
C
10.
ADJUSTMENT FACTOR:
1.29
11.
SUPERIMPOSED LOADS:
FLOOR (DEAD)
20 PSF
FLOOR (LIVE)
60 PSF
WALL
18 PSF
12,
SHEAR WALLS WERE CONSIDERED
13.
A CONTINUOUS LOAD PATH WAS PROVIDED
14.
COMPONENT & CLADDING DETAILED
15.
MINIMUM SOIL BEARING PRESSURE
IS 2,000 PSF PRESUMPTIVE
TIMBER NOTES
1. THE MINIMUM LUMBER GRADES SHALL BE AS SUCH:
1.1. INT. & EXT. BEARING WALLS, TOP PLATES, WINDOW BUCKS, & HEADERS:
1.1.1. SOUTHERN YELLOW PINE #2 OR BETTER
1.2. BOTTOM PLATES AGAINST CONCRETE:
1.2.1. PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER
2. ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVE
AN APPROVED SEPARATING MATERIAL.
3. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. ALL NAILS
SHALL BE COMMON WIRE NAILS. SPACE NAILS AT STRAPS AS TO NOT SPLIT THE WOOD.
514 X 6 PT DECKING
ATTACHED W/ (2) 08 X 1 1/2"
S.S. OR GALV. EMBED
SCREWS PER INTERSECTION
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JOIST ATTACHED W/ SIMPSON ° \
HUS26 @ EA. END W/ (14) 16d NAILS
@ THE BEAM & (6) 16d NAILS @
THE JOIST (NOTE: USE HUC28-2 @
DBL JOISTS)
CUT TOP OF EXISTING 8 X 8
COLUMNS FLUSH
SECTION THRU EXTERIOR D
SCALE: 314" = 1'-0"
2 X 6 PT TOP CAP ATTACHED
W/ (2) #10 X 2" EMBED. H.D.G.
SCREWS @ EA.
2 X 2 PT PICKET ATTACHED W/
(2) #8 X 1-1/2" EMBED. H.D.G.
SCREWS @ EA. INT.
4 X 4 PT SYP OR TREX RAIL
POST @ 36" O.C. ATTACHED W/
(2) 3I8" S.S. OR HDG LAG BOLTS
(2) 2 X 12 PT SYP ATTACHED
TO JOIST FRAMING W/ (3) #12
X 5" HDG DECK SCREWS
(3) 2 X 12 #2 PT SYP BEAM W/ 112" CDX FLITCH
PLATE W/ (3) ROWS OF 12d NAILS @ 16" O.C.
BEAM ASSY. ATTACHED TO COLUMN W/
SIMPSON ECC68PC & CCT66 W/ (2) 5/8"
S.S. THRU BOLTS @ THE BEAM & (2) 5/8"
S.S. THRU BOLTS @ THE COLUMN
/ EXISTING B X 8 COLUMNS (V.LF,)
EXISTING CONCRETE
SLAB AND FOUNDATION,
(V.I.F.)
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PROJ.NO. 21-3240
DATE 11/08/2021
SHEET NO.
s-1
SHEET I OF
2
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(5) 2 X 12 PT SYP STRINGERS @
16" O.C. MAX
SIMPSON LUS210, TYP
ME
EXISTING 8 X 8 COLUMNS AND
FOUNDATIONS TO REMAIN. TYP.
m
III
= I I
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EXISTING 6 X 6 COLUMNS & III
FOUNDATIONS TO REMAIN, TYP. III
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= II 2 X 12 PT SYP LEDGER ATTACHED TO
2 X 12 PT JOISTS @ 16" O.C. WI ij WALL W/ 5/8" X 3" EMBED S.S. OR GALV.
SIMPSON LUS26 HANGER @ i".�..:— _ �II LAG BOLTS @ EA. END & 16"
LEDGER SIDE ONLY i�� STAGGERED CENTERS THROUGHOUT
II ',
IIIIu III '.. 514 X 6 PT DECKING
II '
_ �II
JOISTS ATTACHED TO BEAM
W/ SIMPSON HTS16 W/ (16) 1Od =III
X 1-1/2" NAILS (8 EA. SIDE) -(1) IUIi)
@ EA. END & 4' O.C.
IUtt!— = II II N II 11 II N II II II II II II II II N II II II
SIMPSON HUC28-2 HANGER
@ DOUBLE JOIST IIIIII II II II II If It if - It it It ItI It II II II II II II II
BEAM TO BEAM CONNECTION W/ _ _-I._�E �I _L = E _ _ U
5/8"X 3" EMBED S.S. OR GALV. LAG - III II 11 II II II II II lI II II II II II II II 1
BOLTS & 6)10dSIMPSON HTS16 (EA. SIDE) -II- - -
W/ (16) 10d X 1-112" NAILS (8 EA. �IIIIL�II ll
SIDE) - (1) @ EA. END &4'O.C. _____ - --
JOISTS ATTACHED TO BEAM EXISTING 8 X 8 COLUMNS AND
2 X 10 LADDER BLOCKING @ W/ SIMPSON HTS16 W/ (16) 10d FOUNDATIONS TO REMAIN, TYP.
CENTER LINE W/ (2) 16d NAILS X 1-1/2" NAILS IS EA. SIDE) - (1) 2
@ EA. END (STAGGERED) @ EA. END & 4' O.C. S-2
2 X 12 PT SYP JOISTS @ 16" O.C.
NOTE: ALL DIMENSIONS TO BE VERIFIED IN FIELD
STRUCTURAL DECK FRAMING PLAN
SCALE: 114" = l'-0"
4 X 4 PT SYP OR TREX RAIL
POST @ 36" O.C. ATTACHED W/
(2) 3/8" S.S. OR HOG LAG BOLTS
5/4 X 6 PT DECKING ATTACHED
W/ (2) #8 X 1 1/2" S.S. OR GALV.
EMBED SCREWS PER
INTERSECTION
11" MIN.
TREAD
4" SPHERE UNABI
TO PASS THROU(
2X2 PICKE
@<4"0.
(2)#9 X 3" DEC
SCREWS @ EA(
HANDRAILS, GUARDS & PICKETS MUST
RESIST 200 LBS OF LATERAL FORCE
RAILINGS DETAIL
SCALE: 1/2" = 1'-0"
(2) 2 X 12 PT #2 SYP CARRY BEAM
ATTACHED TO POST W/ (2) 5/8"
S.S. OR GALV. THRU-BOLTS @
EA. W/ 2" X 1/4" WASHERS
OUTSIDE RETURN FRAMING W/
#12 X 3" HDG DECK SCREWS
2 X 6 PT TOP CAP ATTACHED
W/ (2) #10 X 2" EMBED. H.D.G.
SCREWS @ EA.
2 X 2 PT PICKET ATTACHED W/
(2) #8 X 1-1/2" EMBED. H.D.G.
SCREWS @ EA. INT.
2 X 12 PT JOISTS @ 16" O.C. W/
SIMPSON LUS26 HANGER EACH
END W/ (4) 10d NAILS @ THE
CARRY BEAM & (4) 10d NAILS @
THE JOIST
z_X 8'
1 114" - 2" 0
ALUM, RAIL
2 114'
MIN. OFF
GUARD OR
z
WALL
M
a
M
HAND RAIL DETAIL
SCALE: N.T.S.
EXISTING WOOD STUD
WALLS, V.I.F.
EXISTING FLOOR
TRUSSES, V.I.F.\\\
(2) 2 X 12 PT SYP LEDGER
ATTACHED TO WALL W/
5/8" X 3" EMBED S.S. OR
GALV. LAG BOLTS @ EA.
END & 16" STAGGERED
CENTERS THROUGHOUT
GENERAL NOTES
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION
2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE 2020 FLORIDA
BUILDING CODE (7TH EDITION), LATEST EDITIONS OF ACI 318, NCMA, NATIONAL FOREST PRODUCT
ASSOC- NDS, TPI, AND ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THIS
BODY OF WORK.
3. ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL ORDINANCES.
DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE
1. RISK CATEGORY: II
2. CODE REFERENCE: 2020 FLORIDA BUILDING CODE (7TH EDITION) & ASCE 7-16
3. BUILDING DESIGN: PARTIALLY ENCLOSED
4. MEAN ROOF HEIGHT: —20'
5. ROOF PITCH. 0.5/12 DEGREES (MIN.)
6. GCpi t 0.55
7. WIDTH OF END ZONE. A = 4.0'
8, WIND SPEED: 160 MPH (Vult) 3-SECOND GUST
124 MPH (Vasd) 3-SECOND GUST
9. WIND EXPOSURE: C
10. ADJUSTMENT FACTOR: 1.29
11. SUPERIMPOSED LOADS:
FLOOR (DEAD) 20 PSF
FLOOR (LIVE) 60 PSF
WALL 18 PSF
12. SHEAR WALLS WERE CONSIDERED
13. A CONTINUOUS LOAD PATH WAS PROVIDED
14. COMPONENT & CLADDING DETAILED
15. MINIMUM SOIL BEARING PRESSURE IS 2,000 PSF PRESUMPTIVE
TIMBER NOTES:
1. THE MINIMUM LUMBER GRADES SHALL BE AS SUCH:
1.1. INT. & EXT. BEARING WALLS, TOP PLATES, WINDOW BUCKS, & HEADERS:
1.1.1. SOUTHERN YELLOW PINE #2 OR BETTER
1.2. BOTTOM PLATES AGAINST CONCRETE:
1.2.1. PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER
2. ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVE
AN APPROVED SEPARATING MATERIAL.
3. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. ALL NAILS
SHALL BE COMMON WIRE NAILS. SPACE NAILS AT STRAPS AS TO NOT SPLIT THE WOOD.
5/4 X 6 PT DECKING
ATTACHED W/ (2) #8 X 1 1/2"
S.S. OR GALV. EMBED
SCREWS PER INTERSECTION
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JOIST ATTACHED W/ SIMPSON
°
HUS26 @ EA. END W/(14)16d NAILS
@ THE BEAM & (6) 16d NAILS @
THE JOIST (NOTE: USE HUC28-2 @
DEL JOISTS)
!
(3) 2 X 12 PT SYP STRINGERS ATTACH
I
CUT TOP OF EXISTING 8 X 8
I
210ED
TO (2) 2 X 12 BEAM WI SIMPSON LUSWI
/ /
COLUMNS FLUSH
(30) 16d NAILS @ BEAM & (10) 16d NAILS @
J
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STRINGER
EXISTING 8 X 8 COLUMNS
i
"
%
ATTACHED TO POST TO STRINGER W/
EXISTING 6 X 6 COLUMNS .LF.)
V.LF.)
A
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5/8" S.S. OR GALV. THRU-BOLTS @
EA. Wl2" X 1/4" WASHERS
EA
'� j
�- NEW 4 X 4 #2 PT SYP POST
SIMPSON ABU44 ATTACHED TO
t
EXISTING SLAB W1 (1) 5/8" X 7" EMBED.
GALV. OR S.S. WEDGE ANCHOR @ EA.
& (12) 16d NAILS @ THE POST
EXISTING CONCRETE
SLAB AND FOUNDATION,
(VJ.F.)
2 X 4 PT SYP ATTACHED SIMPSON H2.5A @ EACH
TO CONCRETEW` Y" X 3" STRINGER
TAPOON-@16"OC.
SECTION THRU EXTERIOR STAIR
SECTION THRU EXTERIOR DECK
GSCALE: 3/4" = 1'-0"
S2
SCALE: 3/4" = 1'-0"
2 X 6 PT TOP CAP ATTACHED
W/ (2) #10 X 2" EMBED. H.D.G.
SCREWS @ EA.
2 X 2 PT PICKET ATTACHED W/
(2) #8 X 1-1 /2" EMBED. H.D.G.
SCREWS @ EA. INT.
4 X 4 PT SYP OR TREX RAIL
POST @ 36" O.C. ATTACHED W/
(2) 3/8" S.S. OR HDG LAG BOLTS
(2) 2 X 12 PT SYP ATTACHED
TO JOIST FRAMING W/ (3) #12
X 5" HDG DECK SCREWS
(3) 2 X 12 #2 PT SYP BEAM W/ 1/2" CDX FLITCH
PLATE W/ (3) ROWS OF 12d NAILS @ 16" O.C.
BEAM ASSY. ATTACHED TO COLUMN W/
SIMPSON ECC68PC & CCT66 W/ (2) 5/8"
S.S. THRU BOLTS @ THE BEAM & (2) 5/8"
S.S. THRU BOLTS @ THE COLUMN
/�— EXISTING 8 X 8 COLUMNS (V.I.F.)
EXISTING CONCRETE
SLAB AND FOUNDATION,
(V.LF.)
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PROJ.
NO.
21-3240
DATE
11/08/2021
SHEET NO.
SHEET
OF 1