HomeMy WebLinkAboutA3PRE -ENO. WOOD ROOF TRUSS'S
@24 0/0 TYPICAL W/APPROVED
GALV. TRU55 ANCHORS SEE
FRAMING AND BRACING PLAN
R-11 5UGRA5EAL SPRAY FOAM -
INSULATION. (5EE ENERGY GALG)
PRE-ENG TRU55E5
ALL EXTERIOR GEILIN15 MATERIAL
TO BE HY-RIB LATHE AND STUCCO
FASTENERS AT 24" O.G., EITHER
1-5/4" MIN EMBEDMENT ROOFING
NAILS WITH 1/5" SHANK AND 515"
HEADS OR STAPLES WITH 1-5/4"
MIN EMBEDMENT LE65 $ I/I6" (I6
GAGE)
EXT. PORCH CLG DET. #1
Ix3 P.T. BUCK 5ET IN
5EALANT AND NAILED
W/1-1/2" CA5E HARDENED
COIL NAILS AT 12" O/C.
MAX.
GONG. OR MASONRY
\ `DRYWALL BOARD
I CAULKING
ALUMINUM FRAME
FA5TEN THRU BUCK W/
3/16"x3 1/4" TAPGON
5GREW5 0 12" O/c
PERIMETER GAULKINO
5TUGG0 FINISH
HEAD DETAIL (WINDOW)
I" 5TANDING MTL SEAM ROOFING OVER PEEL 4 STICK MEMBRANE
12 ROOFING OVER 19/52" EXT GRADE GDX PLYWD. FASTEN MTL ROOF
Q5EE ELEV. PER MANUFACT. SPECIFICATIONS FOR 110 MPH WIND PER F.B.G. R
2020.
(SEE DIAPHRAGM 50HEDULE FOR NAILING PATTERN
5/5" (MIN) GYPSUM BOARD APPLIED
TO UNDERSIDE OF TRU55E5_
FIRE 5TOP—
TYPIGAL TIE BEAM. REFER TOFRMG PLAN FOR BEAM SCHEDULE.—
CORNER BARS MIN LAP 25"
1/2" GYPSUM BOARD OVER
Ix2 P.T. FURRING ® 16" O/C
OVER 5/4" THK FOAM BRD
INSULATION. R-5.0 MIN.
R-q GORE FILL FOAM IN
EXTERIOR BLOCK_
5/4" T40 PLYWOOD FLOOR
GLUED 8 NAILED OVER
PRE-ENGINEERED FLOOR TRU55E5
® SPACING SUPPLIED BY TRU55
MANUF.
FLOOR TRUSSES
SEE TRU55 MANUF. DRAWINGS FOR
DEPTH 8 5PAGING
* SEE FRAMING PLANS FOR
ADDITIONAL STRUCTURAL
DETAIL AND INFORMATION
1/2" SAG RESIST. GYP. BRD. APPLIED TO
UNDERSIDE OF TRU55E5-7YP.—
(5/6" THK TYPE W GYPSUM BOARD
® GARAGE CLG MIN -WHERE REQUIRED)
FIRE 5TOP-
1/2" GYPSUM BOARD OVER Ix2 P.T.
FURRING ® Ib" O/C OVER 5/4" THK
FOAM BRD INSULATION. R-5.0 MIN.
APPLIED WOOD BASE
FIN. FLOOR TO BE AT OR
ABOVE FLOOD HEIGHT
4 THICK GONG. SLAB W/ bxbxlO W.W.M. AROUND
PERIMETER OF BLDG. ON .6 MIL VAPOR BARRIOR
OVER GLEAN, WELL COMPACTED TERMITE
TREATED GLEAN SAND FILL.
'
TOP OF BOND BM.
ELEVATIONS
I5EE
°
GONTIN. GALV. MTL DRIP OVER 2xb WOOD FA5GIA
SECURED TO TRU55 END5.
00A. USE VINYL COVERED FASCIA.
NAILS 0.12 PIA. SHANK 515" PIA HEAD 1-1/2" LONG a 6"
I°
O.G. (WHITE)
SOFFIT: STUCCO OVER DEN5E GLA55 GOLD 5EGURRED
I
TO TRU55E5
4°
b
5/5" STUCCO FINISH (2 GOATS) OVER
5" GONG. BLOCK W/ (1) #5 BAR VERT.
IN GONG. FILLED CELL A5 PER PLAN
_
MIN LAP 30 DIAMETERS
1�1
-1 I I —III —III I °
2 ND FINISHED FLR ELEV
5EE ELEVATIONS
_R-Iq IN FLOOR 5Y5TEM5
5UGREA5EAL SPRAY
FOAM OVER GARAGE
ALUMINUM FRAME
FASTEN THRU BUCK W/
3/16'x3 1/4" TAPGON
5GREW5 0 12" O/C
PERIMETER CAULKING
57UCCO FINISH
GONG. OR MASONRY
Ix3 P.T. BUCK -SET IN
SEALANT AND NAILED
WI-1/2" GA5E HARDENED
COIL NAIL5 AT 12" O/C.
MAX.
DRYWALL BOARD
CAULKING
JAMB DETAIL (WINDOW)
NOTE:
ALL WALL AND CEILING FINISHES SHALL HAVE A
FLAME SPREAD GLA551FIGATION OF NOT GREATER
THEN 200 AS PER FBG R 2020.
NOTE:
INSULATION MATERIALS, INCLUDING FACIN65, 5UCH A5 VAPOR
RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN
FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL
A55EMBLIE5, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME
SPREAD INDEX NOT TO EXCEED 200 WITH AN ACCOMPANYING
SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN
ACCORDANCE WITH A5TM E 84.
NOTE:
EXF05ED ATTIC INSULATION. ALL EXP05ED INSULATION MATERIALS
INSTALLED ON ATTIC, FLOORS SHALL HAVE A CRITICAL RADIANT
FLUX NOT LE55 THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED
FOAM PLASTIC INSULATION MATERIALS EXF05ED ON THE
UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL
COMPLY WITH SECTION R316
CONCRETE BOND BEAM
SEE BEAM SCHEDULE FOR 5PEG5
NOTE:
R102.3.I MATERIALS. ALL GYPSUM BOARD MATERIALS AND
ACCESSORIES SHALL CONFORM TO A5TM C 3b, C 111, C 415,
G 514, G 630, G q31, G 160, G 1002, G 1047, G II- 7, G 1115, G
1215, G 13g5 OR G 15% AND SHALL BE INSTALLED IN
ACCORDANCE WITH THE PROVISIONS OF THIS SECTION.
ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD
SHALL CONFORM TO A5TM G 551.
5/5" STUCCO FIN15H (2 GOATS)
OVER &" GONG. BLOCK W/ (1) #5
BAR VERT. IN GONG. FILLED CELL
A5 PER PLAN MIN LAP 30
DIAMETERS
F.F.E. N.A.V.D. 5.e7' PER SURVEY
FI N15HEO FLOOR a FLOOD
z VERIFY W/ SURVEY INFORM.
0
Q
STUCCO STOP AS REQUIRED
1L. BY LOCAL BLDG DEPARTMT
AND PER F.B.G. 2001/041
N
GRADE
a 111III <
IIIIIIII
ICI 11=1 11=1 I I I 11 I1 TI I I I I I I' I I
A3 BUILDING WALL SECTION A -A
SCALE: 3/4" = I'-0"
TRU55 COMPANY TO FOLLOW THI5 WALL SECTION TO
DESIGN THE OVERHANG CONDITION
HANDRAIL
SOUTHERN Y. PINE #1
TYPICAL
1-1/Ib"xl-1/I6" PICKET
SOUTHERN Y. PINE #1
SPACED TO REJECT Q
A 4" SPHERE
(Fb = 1150 psi) TYPICAL m
#120,, HP. =I
50REW5 TOP 8
BTM. TYP. L1f/i
NOTE:
R102.4.1 GENERAL. CERAMIC TILE 5URFAGE5 SHALL BE
INSTALLED IN ACCORDANCE WITH AN51 A108.1, A108.4,
A108.5, AI05.6, AI08.11, AI18.1, A115 3, AI36.1 AND AI31.1.
R702.4.2 CEMENT, FIBER -CEMENT AND GLA55 MAT
GYPSUM BACKERS. CEMENT, FIBER -CEMENT OR GLA55
MAT GYPSUM BACKERS IN COMPLIANCE WITH A5TM C
1288, G 1525 OR G 1115 AND INSTALLED IN
ACCORDANCE WITH MANUFACTURERS'
RECOMMENDATIONS SHALL BE USED AS BACKERS FOR
WALL TILE IN TUB AND 5HOWER AREAS AND WALL
PANELS IN 5HOWER AREAS.
USE FIBER CEMENT TYPICAL WHERE FIBEROLA55
PREFAB UNITS ARE NOT INSTALLED.
ALUMINUM FRAME
SECURE FRAME TO 51LL
WITH SILICONE
�CAULKINO
.0o. 0 Q° o
o .06.
PRECAST OR POURED
51LL
PERIMETER CAULKING
SILL DETAIL (WINDOW)
GONG. COLUMN
WEATHER 5TRI PPI NG
BY DOOR MANF.
GARAGE DOOR
GALV. 5TL. VERT. TRACK
BY MANF. FASTENED TO
TRACK BRACKETS W/
1/4 "-20x1/2" CARRIAGE
BOLTS $ LOCK NUT5
GALV. 5TL. TRACK
BRACKETS FA5TENED
TO WOOD JAMB W/
3/16"xl-1/4" LAG 5GREW5
2x6 P.T. ATTACHED TO
MAW 5 METHOD OF COLUMN W/ 1/2" A.B.
ATTACHMENT SHALL ®2'-O" O/G VERT.
PREVAIL WHEN SUBMITTED (6" MAX. FROM END5)
W/COMPLETE INSTRUCTIONS
JAMB DETAIL (GARAGE DOOR)
h ,ER FOR
WALL MOUNT
HANDRAIL
DETAIL
#12x3" ND.
m 50REW5 TOP &
m BTM. a 1611 0/0
(ONLY APPLIES TO
CONNECTION TO ND. FRAMING. DOES
WOOD FRAMING NOT APPLY TO STAIRS
A3 GUARDRAIL DETAIL
COVER ALL CONDITIONS
z
N
z
Q
m
Q
#12x3" WD.
5GREW5 TOP 8 DI
BTM. TYP.
�t
m
m
CONNECTION TO
WOOD STAIRS
14 GA. 5%. STRAP 5EGURED TO SLAB W/ DRIVE
PINS AND NAILED TO BOTTOM OF STRINGER W/
Ibd NAILS ON EACH STRINGER.
2x4 P.T. 5EGURED TO SLAB W/ 3" DRIVE PINS.
STAIR SECURED TO 2x4 W/ Ibd NAILS FROM THE
FIRST R15ER TO THE 2x4. NOTE THAT 2x4 P.T.
DOES NOT NEED TO GO FROM 5TRINGER TO 5TRINGER.
A3 STAIR DETAIL
GONG. OR MASONRY
DRYWALL BOARD
2x4 P.T. BUCK 5ET IN
5EALANT AND SECURED
W/ 3-1/4" x 1/4" (MIN)
9Q° • .0 . o TAPCONS AT,5" C/C.
°° o
DOOR TRIM
DOOR FRAME
FASTEN TO BUCK W/
(2) #6 GALV. x 2"
5GREW5 a 2'-0" O/C
DOOR TRIM
PERIMETER CAULKING
STUCCO FINISH
HEAD/JAMB DETAIL (DOOR)
DOOR THRESHOLD SET
IN BED OF CAULK 8
FASTENED TO 51LL W/
#B x 11/2" 5GREW5
0 le" O/C
PERIMETER GAULKIN6
FLOOR COVERING
O o o
° o, O O
O
GONG. FLOOR SLAB
PERIMETER CAULKINO
CONCRETE SLAB
SILL DETAIL (DOOR)
�O
SNWR
`` 3N
o z PTUZ�D
M. E _r .- " I 3N
BA-
FILL COLUMNS
AND LINTEL SOLID
W/ GROUT
T.O.$.B.
-1 °
C, ' I
LUI
1 I #3 VERT. TIE-5 ONLY A5 REQD.
5EE LINTEL SCHEDULE
z
z I
J I I < HIGH STRENOTH PRECAST LINTEL
I ° W/REINFORCINO AS READ.
SEE LINTEL 5GHEDULE
COLUMNS BEYOND
SEE FOUNDATION PLAN
TYP TYPICAL DETAIL LINTEL
A3 AT OPENING
b"x5" FILLED
OPENINGS <= 6-0":
CELLS SEE PLAN
PROVIDE 5"X5" MIN.
AND COLUMN
BOND BEAM COURSE
50HEDULE FOR
I
W/ 1-#5 MID. OR
REINF.
41
5"X5" MIN. FORMED
1. MA50NRY
GONG. SILL W/ 245
MA50NRY
�° OPENING
MID.
WALL
OPENINGS
> 6-0":
IF 1°
PROVIDE 5"X5" MIN.
BREAK AWAY 51DE
I <
BOND BEAM COURSE
OF MASONRY
_
�-
W/ 2-#5 MID. OR
COLUMN FOR
- -; - � - - ? - - -
8"XS" MIN. FORMED
CONTINUOUS POUR
I °
GONG. SILL W/ 245
1° I,
MID.
PROVIDE 6" MIN.
I
PROVIDE b"x8"
PENETRATION EA.
1 • 48" MAX. ��
FILLED CELLS W/
END 8 TIED TO
1-#5 VERT. DOWEL
VERT. REINF.
W/ STD. AGI HOOK
I
-- - t-.---�I --=-----^-T--T-,�
EA. END ®4'-0
FOUNDATION OR
I ° • 1.a
"
O/C WHEN OPENING
INTERMEDIATE
�° ° , °
EXCEEDS 4'-0"
BEAM
WIDE
SILL
REINF. AT MASONRY OPENINGS
(TYP.)
-0"
11
3N �
`2Z
3 C BATHRM
J
SNWR
t�A1� 4'
ro�AER PLUMBING RISER DIAGRAM
SE'� NOT TO SCALE
14 GA. I" MTL. 5TRAP. ONE ON EACH STRINGER WITH THE EXCEPTION
OF A STRINGER ON AN OPEN 51DE WHERE THE 5TRINGER EN05 ON THE
OUTSIDE EDGE OF A DECK. IN ORDER TO CONTINUE A 2x12 FASCIA
FOR THE RAILS. EACH STRAP 15 NAILED TO THE END OF THE STRINGER
AND SECURED TO THE DECK W/ NAILS OR DRIVE PINS DEPENDING ON
WHEATHER WOOD OR CONCRETE. IN CA5E5 HWERE STRAP CANNOT BE
SEEN AFTER DRYWALL 15 HUN6, THE STRAP WILL START FROM THE
UNDERSIDE OF THE STRINGER AS SHOWN.
WHEN STRAP CAN BE
SEEN 5TARTIN6 POINT
WHEN STRAP CANNOT BE
SEEN STARTING POINT
TOP R15ER SHALL BE SECURED TO DECK
DEPENDING ON CONDITIONS:
1) WOOD TRU55 OR LANDING W/ 5 I(od NAILS STAGGERED
2) GONG. SLAB W/ 4 3" DRIVE PIN5 W/ 30#
TAR PAPER BETWEEN CONC. 8 STAIR.
3) IN CA5E5 WHERE SLAB 15 TOO THIN TO HOLD DRIVE PINS
PROPERLY, 1/4" TAPCONS WILL BE USED INSTEAD a THE TOP
R15ER AND THE 5TRAP ATTACHING TO THE SLAB.
A3 STAIR DETAIL
2x6 LANDING W/ 5/4" GI
PLYWD. GLUED 8 NAILE
MEMBERS ARE 16" 0/0 W
LANDING SECURED TO BLI,
WALL W/ 3" DRIVE PINS
12" 0/
2x4 P.T. SECURED TO BLK.
WALL W/ 3" DRIVE PINS ® 12"
0/0 DIRECTLY UNDER
LANDING.
�Av
VTR
2
JIL
�O
N
3N W�
BATHRM
2 STAIR DETAIL
A3 0 GMU WALL
2x12 5TRINGER5 TYP
DING SECURED TO A
P05T W/ ONE (1") 14
'OE 5TL. STRAP W/
VAIL5. FILLED
I P05T SECURED TO SLAB
.. P05T ANCHOR SHOT W/
VE PINS TO SLAB AND
LED TO POST. FILL ALL
15
CONCRETE LINTEL
SEE BEAM SCHEDULE
BREAK AWAY 51DE OF
�
0
z
z
MASONRY COLUMN FOR
� .I
CONTI NUOU5 POUR
5EE BEAM SCHEDULE
I'j'
lul
FOR REINFORCEMENT
Ij
1
Il ri
FILL COLUMNS 5OLI0
8"x8" FILLED GELL5
W/ PEA GRAVEL CONCRETE
5EE PLAN AND COLUMN
5GHEDULE FOR REINF.
TYP TYPICAL CHANGE IN
A3 BOND BEAM
HEIGHT
811xlb" BOND
BEAM (PER
4 5GHEDULE)
I'
°f
:I' 8"x8" PRECAST
LINTEL.
I
FILL COLUMNS
^I AND LINTEL SOLID
I W/ GROUT
^I'
r 5"x8" FILLED
CELLS W/ 1#5
VERT. (TYP)
TYP
TYPICAL DETAIL
LINTEL ON COLUMN
A3
T01
2x WOOD OR PVC PI
5PAGED TO REJECT A
5
BOTTOM mni_
GUARDRAIL DETAIL - TYP.
PT 2X2 MIN GONTIN BATTEN
W/3/I6" X 1-1/4" EMBEDMT
TAPCON5 ® 24" O.G.
NAILS 0.12 PIA. SHANK 315" PIA
HEAD 1-1/2" LONG ® 6" O.G.
(WHITE)
QUAD PANEL ALUM/VINYL
VENTED SOFFIT "AMC"
J-CHANNEL 0,0155 THK ALUM W/T-NAIL a 12" O.G.
TO 055 4 IS GA 1/4" 55 STAPLE W/ 1/8" MIN
EMBEDMT 0 24" O.G. TO PT 2X2 BATTEN. (MIN)
A3 SOFFIT ATTACHMENT DETAIL
OPTIONAL
1/4" THK xb"x12" 5TL PLATE WELDED TO TOP LEFT AND
TOP RIGHT SIDES OF 5TL ANGLE BOX. SECURE W/(2)5/5"
PIA) W.A. a 8" O.G. INTO EACH PLATE. 4" MIN EMBED TYP.
o THRU-OUT
x
z = _ — - - = 1/4" THK x2"x2" 5TL ANGLE
WELDED INTO BOX SHAPE
_ _ — ADD DIAGONAL5 -I EACH SIDE
= PAINT ALL 5URFAGE5 FOR RUST
z o_ _ _ _ _ _ -_ - � PREVENTION
LUz
►u
U O c �t
wQ
-1v
1L OO
1/4" THK 5TL CENTER RIB
1/4" THK 5TL BASE BOLTED TO WALL
W/(5/8" VIA) W.A. 12" O.G. (3 MIN) 51ZE OF
BASE TO BE DETERMINED BY G.G.
A3 A/C SUPPORT DETAIL
rovlslons
no. date
FBG 2020 UPDATE 6-1-21
SQUARE OFF GARAGE WALL
dosinod
PAR
drawn
PAR
chockod
55/PAR
date
12131120
S G a I o
1/4" = I'-0" (U.N.0)
Job n o . 20-0033 . DUH
QUA
QUANTUM ENGINEERING ASSOCIATES INC.
•
Strncttn a! Engineering & Cost Segregation
6415 LAKE WORTH ROAD
SUITE 105
GREENACRES, FLORIDA 33463
W W W.QEASSOCIATES.COM
�tM t is TqM °�
No Digitally signed
'��• o 61 �0 •'C5%
by Shawn
Stambaugh
Ec`,p Date:
ih,, i— ha, been elecmonically
siq ned led haven Stem
ughPE-
- 2021.06.30
Ba, PE E-on ththe date - shown using a
oigiral sgnamre.
Printedcopi—fthisdo "mentare 13:18:09-04'00'
n ld—d sign d and sealed and
the signatereC1 ust be verised on any
oni copie
Shawn M. Stambaugh, PE
FL. LIC. 61850 - C.A. 26210
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SECTIONS &
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