HomeMy WebLinkAboutBuilding PlanPROJECT LOG
ISSUED FOR PRECON 01-07-21
ISSUED FOR PERMIT 01-29-21
TOTAL AIR
VOLUME CUBIC
FEET = 23,068.4
IMPACT / LOW E
GLAZING AT WINDOWS
AND SLIDING GLASS
DOORS
U VALUE SHGC
IMPACT .62 / .25
TYP. WINDOW
VERTICAL HEIGHT
SEPARATION IS 8"
CALCULATIONS
TOTAL U/A 2284 S.F.
COVERED ENTRY 73 S.F.
COVERED LANAI 226 S.F.
GARAGE 686 S.F.
ADDITIONAL NOTES:
1. STANDARD HOLLOW CORE RAISED PANEL DOORS.
2. TILE TO CLG. IN MASTER SHOWER AND 8'-0" IN OTHER LOCATIONS.
3. IMPACT WINDOWS.
4. FIBERGLASS BOARD OR DUR-O-ROCK TO 8'-0' A.F.F. OR SOFFIT
AROUND TUBS/SHOWERS AND TO 4'-0" A.F.F. 0 MARBLE TUBS
5. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS,
WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS OR AS NOTED ON PLANS.
6. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE.
7. R-40 BLOWN -IN INSULATION AT ALL A/C AREAS
FINISHED CEILING
OPT.
2x WD BLOCKIN(
EACH SIDE OF 6
FOR MOUNTING
2x MTL STUDS
TYP.
1 111 1111111,III�
I
CINE CABINET
(2) 110 S.M.S. TOP & BOTTOM
® EACH STUD
FINISHED CEILING - SEE
TYP. WALL SECTION
CONT. 25 GAUGE METAL TRACKS
TOP & BOTTOM W/ (1) #10 SMS 0 24"
25 GAUGE CHANNEL SHAPED STUDS
24" O/C W/1 FULL LENGTH LAYER OF
1/2- TYPE GYPSUM WALLBOARD
APPLIED VERTICALLY & ATTACHED W/
1" LONG BUGLE HEAD SCREWS
TO EACH SIDE 0 12' O/C
CONIC. FLOOR SLAB
HIL71 PINS .145" DIA x 1" LG.
® 16' 0/C W/ 1" WASHERS
(nINTERIOR PARTITION
A.2 3/4" = V-0„
WASHER
28-1/2"1SPACE
DRYER VENT LOCATION
DRYER VENT
FRONT VIEW
DELETE CERAMIC SOAP DISH MASTER BATH ft
BATH 2 ONLY
6'-6"
0
io
12'
AC CONC. PAD DETAIL
N.T.S.
TEMP FRAMELESS
GL W/ CUPS
1/2" WALL CAP —�
MTL FRAMING
KNEEWALL W/ DRYWALL
FINISH THIS SIDE
TOP OF KNEEWALL W/ PT
2X TOP PLATE & 1/20
PLYWD & 1/2' NON ASBESTOS
FIBER CEMENT BACKER BOARD
KNEEWALL W/ NON ASBESTOS
FIBER CEMENT BACKER BOARD
ON SHOWER/TUB SIDE
& TILE FINISH
a
U
0 0
ROMAN SHWR
PT 2X SILL PLATE m
W/ 1/4' TAP NS &
FENDER WASH R TO SLAB L L L L L-
L L L L L L
LLLLLL
L
�m n V
TYP. KNEE WALL SECTION
1/2" = VI
PLYN'OC
BAcxcm
MTL STUE
OR FURRD
o 24' 0,
I.I�I,I
HOOD FRAMING DETAIL
(2) 110 S.M.S TOP & BOTTOM
0 EACH STUD
FINISHED CEILING - SEE
TIP. WALL SECTION
2x6 BLOCKING
CABINET LOCATIONS.
FASTEN EA. END TO
STUDS W/ (2) PO
S.M.S. EA. END
25 GAUGE CHANNEL SHAPED STUDS-
(2X4 STUDS 0 16- 0/C) (2x6 STUDS 0
14' 0/C) W/l FULL LENGTH LATER OF
1/2' TYPE GYPSUM WALLBOARD
APPLIED VERTICALLY & ATTACHED W/
I' LONG BUGLE HEAD SCREWS
TO EACH SIDE ® 12- 0/C
CONT. 25 GAUGE METAL TRACKS
TOP & BOTTOM
CONIC. FLOOR SLAB
HILT! PINS .145' DIA x 1" LG.
0 16" 0/C W/ 1° WASHERS
TYPICAL INTERIOR PARTITION
ALONG CABINETRY BACKING
SCALE 3/4' = 110'
R-40 BLOWN -IN FIBER GLASS INSULATION AT ALL A/C AREAS
ALL INSULATION SHALL COMPLY WITH FBC R302.10
FLAME SPREAD COMPLIANCE 25.
SMOKE DEVELOPED INDEX 50.
ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL
COMPLY WITH FBC R302.9.2 AND BE LESS THAN THE VALUE
OF 200.
b
I
N
I
I
I b
■
a
WIC
R Q V.
i
SH 3 (TEMP
—I
0
o CABANA
SOLID
P W
W Fc
I I F---------
I I 28B0
ABVGH
4'- " i 2'-8 5'-4
-8" , ■
o�
COVERED
■
N
�!s.
�}
a ABV.
I LANAI
I
I ll'-4" CLG.
I
■
b.
N LW.
'
(ABV MAIN SLAB) m
I
MASTER
a 2680
H �� NOOK
m
■ I
SUITE
■
¢ o ® 11'-4" CLG.
PAVERS 6'
I
9'-4"/10'-4` CLG.
COBEDROOM
3
4B80O
12080 SGD (3 PANELS)
2'-0'
10'-8'
2'-0'
M
b
9'-4' CLG. 4-6'
10'-2"
SGL LITE
W 16" HIGH F TRANSOM ABV K W.
v 2'_p• -9 1/2' 4 1/'
■■ I
I
•
w
2'-10 1 2"
13'-1 1/2' m
m
2880
8'
- 4
6'-4" ro
"
I
I
PR 2680 DRSL
IISLANDL----��0whI
oil
J
r
OSo
__
n
A R Hp,
GREAT ROOM
—
-
-
®
2'-O" 3'-2- '-10"
ll,-4" CLG.
sPRF
TOP 8 8"
U
b KIT r-D•
N
o
BEDROOM 2
'-4' CLG.
2sso
2sa0
I`
N w
9'-4' CLG.
4'-8'
3' 8'
5'-8'
�
a
®
n
REF DELETE STD
r
o
no
V-10° 1'-5' 1'-5'
BACKSPLASH
N
HERS
I
IS
2'-)' l'-Ir
S-8" B° 7'-5 1/2'
^0
6080 BP b
b NIGH; S16 --_
b
FLAT A H
b
LINEN
"' —
+
b
b
SPRINGI0 '-0
TOP ®6 B"
5 SH N
N
N
i
•°
•
N
Oe
2
3 4 2"
®
a® �x I
----
r
I
� :�
a
■
H
BATH 2 �s�
H ROUGH IN
I b
N LINEN
_
a
■
O LINEN
a m
UTIL.
I FOYER o <�'�
N
■
v
N
5 SH
DININ
m
`
0 0
N
r r
I OPT D �I
1l'-4" G.
.
I 12'-4" ac.
y
o
O
N
io .
■
2'
8° 7'-0" 3-8 "
4 4°
1I-3' 11 LPT 1
1
I
3080 DR W/
� m
2'-�
n
2'-6'
SIDELITE &ARCH
c
MASTER o
�+
ROMAN
GARAGE SEPARATION
VENT— o
FG TRANS OM A m
o
BATH
o
SHWR
REQUIREMENTS PER
® o
9'-4" CLG
<
°o
b
306.2
4- 4"
/�
i' F Ip y
® o
o
o
LL
in
-
11' 0'
!J -6
10'-8' 4
x
MECH
v,
o OBLW.
N
I NITY
— — —
Io
■
E
PAVERS
C VERED
I
I
SPRINT Cr8'-
o
TO
••
'� ITRY
■ ■ ■ ■
Top ®'-s'
®
N
4'-0' (2} SH 5 Wf d 5, 6'
—
N
n
FG BV.
b 14"0" CLG.
O (ABV MAIN SLAB)
�
(1N
m
b
N
22'x54'
�/
■
II ®
■
®
®
\
PULL ON STAIR
L W/SW. LT. J
a
0 MIN. SOLID CORE
`�
_ _ _
■ ■
■ ■
SH 25
OF (TEMP)
DOOR W/ RABBITTED ■
— — —
m
•
r
_ JAMB OVERSIZED ■
WEAiFERSTR1sFMG—
i
I
I"WTUBXD
I
b
I
'
CKDEEP
4'-6-
ATTACH P.T. 2X8
InC4
i
°� mad�
ai ai
ABV. GARAGE DOOR
W/ 3/16'X3' TAPCONS
m m
cd m
O CS
cd m
c d
N
m m
ai ai
o o g d
ti II
ov.rm
c ai
o 0
ti
'Aw
vo
I I I I
I I
•
I
2 CAR GARAGE
2'-0° A4
I
N
O
4'-0 4'-2'
SMOOTH COAT
STUCCO FINISH o I
o
6'-7"
4'-7'
2'1 6'-6"
2'-0' 2'-4"
8'1
4'-4'
`
EXCEPT AT DRYWALL
o b
oI
41
o I
$ in
�I
m
•
I
HOSE
BIBS
CHASE Y4 _p•
L
— — — —
■
•
■
LV
■ ■
11 IIIIIIIII]EH==4011 III Ilion
S� SHI25O
4'-2'
8'-4'
23'1
10'-6'
15-0°
CODE COMPLIANCE
;T. LUCIE COUIV ®CC
3 z z
Z2�_ — 01 ?-Vi
RECEIVED
at. J."pi. county
Faritiq in0
ui
9 w
J
w
LU
a
wLu
ti
Z
O
w
it
7
?�
Z
w
F m
ur�
z
�g
Q
z
L
Oa
0
y
rncn
� o
C C1 L -9 c0 ?�
-5� w Q � =
5 . as o
0_� _ °w
C
Ln
R C 0 O)��v
E Q a aL O N
o CU � cn
E E aj 0
g x o
ol
C O o
V ;v I ]G
O $ 0.
v �
Z
0
Cie
rn
ce
0
LU
m
Ln
z
R
Lu
ce
ce
0
o A
LPL
FF,.la
�V
a
Ow
lQ
Q
J
w
iLn
1/4" = 1'-O" U.N.O.
FLOOR PLAN
A-2
W-16
BAHW SHUTTER INFO
SHUTTERS ARE DECORATIVE - MUST BE MADE TO FOLD / LOCK IN PLACE
AGAINST HOME IN THE EVENT OF A STORM - INSTALL PER MANUF. SPECS OR
PER THE FOLLOWING METHOD
THE CONNECTORS USED ARE STAINLESS STEEL X"X 2-1/4"TAPCONS.
THE ATTACHMENT METHODOLOGY FOR THE SHUTTERS REGARDLESS OF SIZE IS
USING (3) TAPGONS IN THE TOP TRACK AND (2) EACH TAPCONS IN THE
BRACKETS ON EACH SIDE OF THE WINDOW HOLDING THE ADJUSTABLE ARM TO
RAISE AND LOWER THE MUTTER FOR A TOTAL OF (7) TAPCONS FOR EACH
SHUTTER ASSEMBLY.
QUANTITY
WINDOW TYPE / SIZE
SHUTTER TYPE / STYLE / SIZE
2
SH 25 - 37' X 63'
PLANTATION/ 1 PNL LOUVERS/ 41' X 31.5'
1
OPENING - 78" MDE
PLANTA770NI 1 PAL LOUVERS/ 82" X 24"
REQUIRES A 24° OVER HANG
PROVIDED BY TRUSS CO.
LINE OF SOFFIT
�-
12
6
clu
3.5" 10.5" 4-
TYP-. -ENTRY
BRACKET
NIS
aminvasm Product Submittal Sheet
v1NnCx:)pqr*
a.W~df vini ron,�ss c u r =- 1 r za
(aYk?1fM'IMIYifq�rwft� ,...rn_-� v.. ..m53 r. ..a
Mid Wall (M Style) Control Joint
Desgi-redto reI ev: svess ar assist v : oJlnc ack� in exte" or waI fl. T ish e:ae: _ rof : s
evel gale.
r6]B SCU ]8 v, 1/2 ItlH 3r1 [ A gr td
,r J:»,.It, r a Iro str, a a d a I stin dr or i w.ra.m i r+c I ,al I I, I Ik.
'vawl,<r nsr¢5C
C. ulk all riscoartfoi is, nutrjo,nts at or d,d rurours att = tin-tallnM1on.
Soffit Vents (One Piece)
Uorill inuois one-piece So`i Ven-with reinfolf, ng!., UD kene'ibo STUCCO?amt F,as--U'
?:ter
J
1:
CS58300V 83 f t dr, p II Ndth pcffcratcdfl g _ 15
3'SrffiW M1 iL wrw pr,rrr .rf,rVa wiffl,abdrang rib Npy Into "t-so Barrp plaster RM1CIr" a; t'v Jsd to :=moat SORBVcnt antl
to IC nt
Va, area r., slardI mcM1es par lineal
,auk-:IIUF t ebuCjvrd ,vcvs atr '-f lnsMlliatsn.
ATTIC VENT CALCULATION: (SQ IN)
ROOF AREA CALCULATED 0 3268 (SQ.FT.) x 144 = 470,592 SQ IN.
115 SQ IN. 3PER U EAR FT. (2157DLF) VENTNET NT A3, 55 SQ. IN. TOTAL
NOTE. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS
FLAT CONCRETE 77LE
901 FELT SELF-ADHESIVE UNDERLAYMENT
OVER 301 FELT 77N TAGGED
TO EXT. GRADE PLYWD. SHEATHING
(SEE DIAPHRAGM SCHEDULE FOR TYPE
& NAILING PATTERN)
ARE-ENG. WOOD ROOF TRUSSES
024" 0/C TYPICAL
W/APPROVED GALL! TRUSS
ANCHORS EA. END
$ SEE PLAN/ ELEV.
GALL! MTL. DRIP -
ON 1X2 P.T.
2x8 PAINTED TEXTURED -/
SPRUCE FASCIA
CEMENTITOUS FINISH ON METAL LATH ATTACHED
W/ 3" CONTINUOUS WN7ING
ON ALL SIDES
(TRUSS CO. TO PROVIDE FLAT SOFFIT)
MEDIUM TEXTURE DECORA71W
CEMENITOUS FINISH
OVER 8" CONC. BLOCK
DO NOT EXCEED 5/8" THICK
R 4.1 FI-FOIL BETWEEN STUDS
0'-0" FIN. FL. SLAB
12
2'-0"
INSULA71ON
PER ENERGY CALL
RAT RUNS PER
TRUSS MANF.
5 80 DRYWALL OR 1/2' "TOUGHROCK"
(OR EQUAL) APPLIED TO
UNDERSIDE OF TRUSSES
FIRE STOP
CONE. 8 z16" MASONRY BOND BEAM
W/ 115 CONT. TOP & BOT. - FILL W/ CONC.
CONE METAL POUR STOP
1/2- DRYWALL
IX2 P.T. FURRING 0 24` 0/C
EXTERIOR BLOCK WALL TO BE
a = 6' 0"
( W I _ ••`" I B I "r•• r "� tlFlBYWr I rr. vv.o .n p F 3 -.�r.� r.11 4CMCN II IVw rINIJnr I Tr.
�/ �J Op D.P.= +31.9 PSF
PSF BLW' \./( FOR WAl1S
FRONT ELEVATION - WEST INDIES
12
"i6
D.P. +28.5 PSF
O -34.6 PSF RIGHT SIDE ELEVATION- CLASSIC
O.P.= +29.9 PSF D.P.= +31.9 PSF
0 -36.3 PSF /"•`s -41.7 PSF
(AROUND CORNER)
D.P.= +31.9 PSF
L
34.8 PSF
00 .PSF
K -31-37.3 PSF
D.P.= +33.5 PSF
0 -36.3 PSF
7EN
D.P.= +33.5 PSF
O-36.3 PSF
12
�6
■
D.P.= +33.5 PSF
0-36.3 PSF
D.P.= +31.9 PSF D.P.= +31.9 PSF D.P.= +31.9 PSF D.P = +31.9 PSF
O-34.8 PSF /",,;1
�',0 (AROUND CORNER)
YO BANDS
14r-0' T.O.B.B.
FOAM BRACKETS
_ 0°-0" FIN. FL. SLAB
0'-0" FIN. FL. SLAB
REVIEWED FOR
a = 6"-0" CODE COMPLIANCE
T" LUCIE COUNTY BO(
-1 1
O.B.B.
12'-0" T.O.B.B.
go
9°-4" T.O.B.B.
PROJECT LOG
ISSUED FOR PRECON 01.07-21
ISSUED FOR PERMIT 01.29-21
W
a §
g LU
r
J
ui
z
Cc j
Ld
J
Z
z
J r
Z
a
�g
Z
S
z
Oa
0
EA
�
O
C
Q1
L
-0
rn
to
�•
v
w
a
s
=
-0
vto
E
0
�
w
(
aw
o
Ql
2
t
2fo
N
3
�
Y
c
rn
�n
+�
'o
-a
tv-avv
Q
,f3
�
2--
p
tCa
rco
p
N
a)
W
a--'
O
C
t/7
LU
.9
E
i
O
E
"O
p2:
O
C
a�
r
O
a+
N
L
O
(n
Ol
C
y
C�
C
p
V'
Ne
8
Er
z
N
_6
I
CEn
p
L°
t
z
O
b
O
J
m
Ln
M•••'''��� �����R
LU
ce
Q
J
LL
�I
®U
W
O
®
J
(1
J
W
'
V
1/4" = V-O" U.N.O.
US]
TYPICAL WALL SECTION
SCALE 3/4" = i°0"
ME
PROJECT LOG
ISSUED FOR PRECON 01-07-21
ISSUED FOR PERMIT 01-29-21
TYPICAL INSTALLATION
i i WINDOW ASSEMBLY
TENERS AS REQUIRED
WINDOW MANUFACTURER
MARBLE
CAULK SEAM AT
+: a, MORTAR OR WINDOW INSTALL
'�.
:. GROUT..It
'
..
4
DRYWALL
4
FURRING TO
VRY WALL
'CONTRACTOR TO APPLY TO ALL SIDES
OF MASONRY OPENING INCLUDING HEADER
AND JAMBS PER FBC 2017 703.4
LIQUID APPLIED FLEXIBLE CONCRETE
FLASHING WATER PROOF PRODUCT TO
MEET AAMA 714
APPLY PRODUCT DIRECTLY TO CLEAN
CONCRETE SUBSTRATE PER MANUF. SPECS
SET SILL IN FULL
MORTAR BED AND HEAD JOINT
CEMENTITIOUS COATING
8" C.M.U.
PRECAST SILL DETAIL
CONCRETE WATER PROOFING APPLICATION
6'-6-
6'-6"
14'-0' T.O.B.B.
OL
lljlltW ll'-40 T.O.B.B.
=L
l
�I \ ° =\
" :'... 3-0'
D.P.= +33.5 PSF 'a
36.3 PSF W ,. 5'-0"
O
D.P.= +31.9 PSF D.P.= +31.9 PSF PROVIDE CEMEN71TOUS
O -34.8 PSF i1 -34.8 PSF FINISH PRIOR TO
�/ METER INSTALL
— — — — — — — — — — — — — — — — — — — — — — — 0'-0" FIN. FL. SLA
LEFT SIDE ELEVATION - CLASSIC
CEMENTITOUS FINISH ATTACHED TO METAL LATH
ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MANF.
CEMENTITOUS FINISH ATTACHED TO METAL LATH t2 (MAX. III O.C)
= 5-4-ATTACHED TO UNDERSIDE OF TRUSSES
RAT RUNS PER TRUSS MANF. �6
(MAX. 8' O.C)
PRE ENGINEERED WD. TRUSSES
< @ 24" O/C TYPICAL
R-40 BLOWN IN INSULATION ABOVE A/C AREA 14'-0' T.O.B.B. jl
2'-0" COV. ENTRY 11'-4T.O.B.B.
10'-8" T.O.B.B.
m ® 9'-4' T.O.B.B. �
I
I
N
El El 0 0 0 El °O COUNTER
°p EYOND
® ®®®®®® FOYER GREAT R00 OV. PATI
0' _0' FIN. FLOOR SLAB
D.P.= +33.5 PSF
GARAGE BEYOND 0-36.3 PSF
BUILDING SECTION A -A
CONC. COLUMN
DRYWALL BOARD
PANEL ANCHOR FRAMING
ATTACH W 3 16' xt-3/4"
1x2 MIN. P.T. BUCK SET IN
SEALANT AND NAILED W %
STUCCO FINISH
CONC. OR MASONRY
WEATHER STRIPPING
BY DOOR MANF.
CONC. OR MASONRY
TAPCONS CR WS 0 8' 0/C
1-1/2" CASE HARDENED COIL
PERIMETER SEALANT
2x6 P.T. BUCK RIPPED
GARAGE DOOR
FILL SPACE W/
FILL SPACE W/
NAILS AT 12' O/C. MAX.
CONC. OR MASONRY
7G MOTH OF DOOR JAM
GALL! STL VERT. TRACK
BY MANF. FASTENED TO
EXPANSION STRIPS
CAULKING
EXPANSION STRIPS
C. OR MASONRY
CONC, OR MASONRY
o --�; 40
1x6 P.T. BUCK SET IN
SEALANT AND NAILED
W IL CASE HARDENE
SET IN SEALANT FASTEN
W/ 1/4' D1A. x 3-1/4'
TAPCONS 3' FROM E.E.
TRACK BRACKETS W/
°
a' Qo-
�—
IL
pO COIL NAILS AT 12` 0/C.
�qo o AND 12` O/C MAX.
°
�1/4"-20x1/2" CARRIAGE
GLASS BLOCK W/
,00 MAX.
°° 'oq
BG_ & LOGK NUTS
LADDER -TYPE REINF.
DRYWALL BOARD
DOOR TRIM
GALU STL TRACK
DRYWALL So
CAULKING
BRACKETS FASTENED
TO N170D JAMB W/
PANEL ANCHOR FRAMING
CAULKING
�_ ALUMINUM FRAME, FASTEN
DRYWALL BOARD
DOOR FRAME
FASTEN TO BUCK W/
3/16"xi-1/4' LAG SCREWS
ATTACH W/ SCREWS x 1-3/4°
o TAPCON SCREWS 08° 0/C
TO STRUCTURE THRU BUCK
W/ 3l16' TAPCON SCREWS
CAULKING
;iF(2)
(2) /6 GALV. x 2'
2x8 P.T. ATTACHED TO
GLASS BLOCK
0 12 0/C. MIN. 1-1/4" EMB
D DOOR FRAME
SCREWS 0 2'-0' 0/C
Marrtl.s METH00 of COLUMN W/ 5/8" WEDGE
PERIMETER SEALANT
PERIMETER SEALANT
PERIMETER SEALANT
FASTEN TO BUCK W/
3/16%2-1/2" TAPCON
DOOR TRIM
ATFAaAfENT SNAu ANCHORS 2"-0" 0/C PERT:
SAIL MEN XBMT1ED 6' MAX. FROM ENDS) AND
STUCCO FINISH
STUCCO FINISH
STUCCO FINISH
SCREWS 0 2'-0" O/C
PERIMETER SEALANT
w 2' FROM INSIDE EDGE OF 2XB
JAMB DETAIL (GLASS BLOCK)
HEAD DETAIL (GLASS BLOCK)
HEAD DETAIL (WINDOW)
JAMB/HEAD DETAIL (S.G.D.)
STUCCO FINISH
JAMB DETAIL (GARAGE DOOR)
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
HEAD/JAMB DETAIL (DOOR)
IF GARAGE DOOR VERTICAL REINFORCEMENT
PANEL ANCHOR FRAMING
ALUMINUM FRAME, FASTEN
REQUIRED, ADD (1) r A.B. TO EACH SIDE OF THE
ATTACH W/ 3 16° 4-3/4"
TO STRUCTURE THRU BUCK
DOOR THRESHOLD SET
BRACKET THRU THE HORIZONTAL 2X P.T. HEADER,
TAPCONS CR 0 8" O/C
W/ 3/16' TAPCON SCREWS
ALUMINUM FRAME
OOR FRAME FASTEN
IN BED OF CAULK &
4" MIN. EMBED MAX. 6" FROM EACH SIDE OF THE
GLASS BLOCK
0 12 O/C. MIN. 1-1/4" EMBED
SECURE FRAME TO SILL
TO BUCK W/(2) 3/16°x
FASTENED TO SILL W/
BRACKET.
WITH SILICONE
2-1/2" TAPCON
x 1 1/2" SCREWS
PERIMETER SEALANT
CAULKING
SCREWS ®2'-0" 0/C
®18 0/C
PERIMETER SEALANT
CAULKING
k— STUCCO FINISH
CONC. OR MASONRY
FLOOR COVERING
FLOOR COVERING
1x2 MIN. P.T. BUCK SET IN
goo
�O0 o
0 80 . Q0
o- .Oa
SEALANT AND NAILED
W/1-i/2' CASE HARDENED
COIL NAILS AT 12° 0/C.
MAX.PRECAST
o :Oa 80
OR POURED
o
• c ° $p od
�O
o p 'o ' o
0 0 °° b
SILL W/ 1 #S BAR
CONC. FLOOR SLAB
PRECAST OR POURED
DRYWALL BOARD
GROUT BED
SILL W/ 1 #5 BAR
CAULKING
PERIMETER SEALANT
CONCRETE SLAB
PERIMETER SEALANT
MORTAR
JAMB DETAIL (WINDOW)
SILL DETAIL (WINDOW)
SILL DETAIL (S.G.D.)
STUCCO FINISH
SILL DETAIL DO
(DOOR)
SILL DETAIL GLASS BLOCK
WINDOW ATTACHED ACCO DING TO FBC 1 07.4.4.2
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2
NOTE: IN THE EVENT THAT THE R.O. IS LAID OUT LARGER THAN THE PROPOSED OPENING ON PLANS.
THE CONTRACTOR SHALL BE ALLOWED TO SHIM THE OPENING, USING A COMBINATION OF 2x & ix PRESSURE TREATED LUMBER.
THE FRAMING SHOULD BE SECURED TO THE BLOCK USINC THE PROPER TAPCON LENGTH, DIAMETER & SPACING
FOR MINIMAL EMBED REQUIRLD AS NOTED PER PLAN.
3 j9/a z-
'22" 3 ' O (�✓
W
S
W
n
�•
"
W
a
w Lu
Z
J
W
=
m
w
y
LL
A
a
Z
_I
g
`
Z
0
Oa
Q
fn
m
0
c
c+
o
?-
Lu
to
_ru
C
O
a
0
0
c
cn'
o
}
O=
cu
s
''
tu
}r
(D
v
fn
C
N
se
35
rn
le
V
0
-fl
19
�O
rc�a
a
c
I'3
0
:5
-0
`O
%CDL
cca
++
N
i
+
c
to
E
°�-'
E
-0
fz
O
G
c
a•0
v
41�
03�
F-
O
a
o
chc
(�
Indi
pC=7
vi
EMal
Q
]L
cu
tf
CL
Z
N
V
O
.N+
cn
.—
`f
Z
O
ce
O
J
to
Ln
Z
2
Lu
ime
ce
O
Lu
W
A
J
O
LL_
ICI
Q
O
klo
Q
W_
U
�
Q
J
OJ
W
Lr)
1/4 - 1 -0 U.N.O.
SECTIONS
ELEVATIONS
i'� File MI,
ENG. AND APPROVED WOOD TRUSSES SEE
TiP. WALL SECTION FOR ACTUAL HEEL
AND OVERHANG CONDITIONS
SEE TRUSS CONNECTOR SCHEDULE
SELECT CONNECTOR BASED ON LOADS
SHOWN ON FRAMING PLANS
INSTALL PER. MFR. SPECIFICA71ONS
\ SEE PLAN
4'-0" MAC/
-- CONT. MASONRY BOND BEAM
- CONT. POUR STOP
- 8" CMU WALL
1
A5 CONNECTION DETAIL
ENG AND APPROVED WOOD TRUSSES SEE
TYP. WALL SEC71ON FOR ACTUAL HEEL
AND OVERHANG CON0171ONS
SEE TRUSS CONNECTOR SCHEDULE
SELECT CONNECTOR BASED ON LOADS
SHOWN ON FRAMING PLANS
f� INSTALL PER. MFR. SPECIFICATIONS
NOTE: !F TWO STRAPS ARE USED
Im PLACE ONE STRAP EACH SIDE.
CONT. MASONRY BOND BEAM
8" CMU WALL
2
A5 CONNECTION DETAIL
USP KCCQ44 OR
SIMPSON CCQ44sds2.5
FASTEN PER MAN'F. SPECS
5680E MAX.
L_
WOOD POST
SEE FRAMING PLAN
(6) 1/4"x2-1/2- LG.
SOS SCREWS TO POST
SIMPSON HDU5
HOLD DOWN 56451 MAX.
(1) 5/8' DIA.
WEDGE ANCHOR
40 MIN. EMBED.
A5 CONNECTION DETAIL
NAIL SILL PLATE THROUGH
TO CROSS BLOCK W/2-16d NAILS
AT EACH TRUSS
FRAME KNEE WALL
2x4 STUDS ® 24" 0/C
W/ 19/32" EXT. SHEATHING
r
NAIL TRUSS TO CAP
-16d NAIL ASEE TYP. AOLLOSEC71ONS
CTUAL 6 EL AND
PONSSES
OVER
RE BEAM OR BOND BEAM
I CONT. 20 RIBBON W/ 3-16d
20 CROSS NAILS EA. STUD
BLOCK . 24'
O/C TYP. TOE
NAIL EA. END
W/(3) i6d
NAILS
TYPICAL TRUSS
A5 CONNECTION DETAIL
ALLOWABLE LOAD 1061 //TRUSS UPLIFT
NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER
FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE
DISCREPANCIES
A;�PRE-ENGINEERED WOOD
ROOF TRUSS M 24' 0/C
SIMPSON MGT W/ 22-10d
NAILS INTO TRUSS
(1) 5/8" ANCHOR
INTO BEAM W/
5" MIN. EMBED.
SET IN EPDXY
CONC. TIE BEAM OR
MASONRY BOND BEAM
MAX. UPLIFT = 3965#
5CONNECTION DETAIL
NOTE: FGTR MAY BE ATTACHED TO BOTTOM CHORD FOR
DESIRED INSTALLATION DUE TO TRUSS PROFILE
DISCREPANCIES
PRE-ENGINEERED WOOD
INWWRiED GIRDER TRUSS
SIMPSON FGTR W/ 18-SDS
1/4" X 3" SCREWS INTO
GIRDER
`—CONC. TIE BEAM OR
2-1/2- X 5 T1TEN MASONRY BOND BEAM
HD TO MASONRY
WALL PER MANUF.
SPECS MAX. UPLIFT (1) FGTR = 5000/
(2) FGTR MAY BE ADDED TO ACHIEVE
4 DESIRED UPLIFT = 9400# MAX.
A5 CONNECTION DETAIL
1/4- THiCK PLATE
HANGER
4. d
1)
3/16'
(2) UGH DIA. J
THROUGH BOLTS
(4) 3/4" DIA.
WEDGE ANCHORS W/
4' MIN. EMBED.
(p CONNECTION DETAIL
PER TRUSS MFR.
"LOTTS" LINTEL BEAM SCHEDULE 1B/FT
LINTEL
LENGTH
ALLOWED LOAD
APPLIED LOAD
ALLOWED
UPLIFT
APPLIED LIPLIF1
LINTEL
SPECIFICATION
1
17'-4"
1413
545
581
240
8F24/i131T
2
5-47
10000
257
5698
106
BF32/iBiT
3
4'-0'
8859
250
5572
100
8Fi6/113iT
4
5'-4"
5809
250
3057
100
8F16/1131T
5
5'-4"
5809
250
3057
100
8Fi6/1BiT
6
3'-6-
10000
1057
7428
371
8F16/1131T
7
4'-0.
10000
250
7184
100
8FR38 iBiT
8
5'-4"
1773
0
1135
0
BFB/1BiT
9
5'-4"
5809
946
3057
380
8Fi6/113iT
10
4'-0'
2866
0
1753
0
BF8/1B1T
i1
4'-0'
8859
1222
5572
365
8F16 181T
12
4'-0"
10000
920
7184
331
BFR38/1B1T
13
13'-4"
504
0
555
0
BFB/181T
14
13'-4"
2047
1611
866
621
BF24/1131T
15
4'-0'
10000
257
7184
104
BRF38/1BiT
16
10'-6"
1664
250
830
100
8F16/1131T
17
3'-6-
10000
408
7428
133
8F16/113iT
18
7'-6"
2882
771
1548
308
BF16/1131T
19
5-4"
10000
400
6183
177
BF32/101T
20
5-10"
1002
0
722
0
BRF6/100T
21
5-10"
10000
462
5480
220
BF44/101T
22
3'-0"
10000
1 376
9578
250
8F56/1B1T
23
7'-6"
6288
1123
2436
412
8F24/i13iT
24
3'-6"
10000
390
8000
233
8F48/1B1T
25
7'-6"
7857
250
3323
102
8F44/i131T
26
3'-6"
10000
390
8000
1 233
8F56/1131T
� e
F = FILLED WITH GROUT / U = UNFILLED
Q
G3
"' e
QUANTITY OF 11 REBAR AT
BOTTOM OF LINTEL CAVITY
g
Z
N
BF16-1
3%1
T
NOMINAL HEIGHT
QUANTITY OF 15
NOMINAL WIDTH REBAR AT TOP
7-5 8' ACTUAL
' NOMINAL HEIGH
REBAR AT TOP
. (1) REQ'D
1/2' CLEAR
C.M.U.
GROUT
/5 REBAR REINFORCING
PROVIDED IN LINTEL (VARIES)
1.7
PL 19
TYP. 0 WALLS BUB BF16-OB/iT BF16-iB/1T 8F24-OB/iT BF24-113/1T 8F30-1B/iT
ni Ani
BOX -OUT DETAIL
A5 SCALE: P 4 = 1'-0-
PRE-ENG WD. TRUSSES ® 24. 0/C
(SEE CONNECITON SCHEDULE)
19/32- EXT. GRADE PLYWD. NAILED
0 6' 0/C AT PANEL EDGES & 12" 0/C
FOR THE REMAINING FIELD W/ 10d NAILS
2x8 WR17CAL NAILED TO ROOF TRUSS W/
(J)IOd NAILS, NOTCHED AND TOENAILED W/
(3) 10d NAILS TO PLYWOOD ON BLOCK WALL,
SECTION
mro ®m m¢i cdm
ojm ccm wad Wnj
d d d d O d d d
PROJECT LOG
ISSUED FOR PRECON 01-07-21
ISSUED FOR PERMIT 01-29-21
LLI
d R
s
w
W
a
W
z
W
=
Z
N
z
N
LL LL
j N
F m
z
J
a
Z0
ra
C
15 C
C
17(unjfp Q" O O
C
t? 15
O
3 vYle
LD °'v �
co da-Q10
o a o 'o m
+� cu 4. a Ln
o E -0 o a0
�j O
°2 > L c�F-O
cn me an pCx7
W m
too
v N
J
z
O
t�
O
J
m
Ln
2M
2
Lu
O
LLJ
COD
O A
J
ILL.
h�l
O
0
W
�
Q
J
�
W
(�
1/4" = 1'-0" U.N.O.
STRUCTURAL
PLAN
A-5
ii '' ilillmllill
PROJECT LOG
ISSUED FOR PRECON 01-07-21
ISSUED FOR PERMIT 01-29-21
9'-4" PLATE HT.
10'-8" PLATE HT.
11'-4" PLATE HT.
12'-0" PLATE HT.
14'-0" PLATE HT.
NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS
MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS
1
TYP. RIDGE CAP &
ROOF MEMBRANE
2x RIDGE BOARD
(2) SIMPSON H10 CUPS
ON 1 SIDE OF TRUSS
STAGG. & ATTACHED TO
2x6 CATS 0 24' O/C
BETWEEN TRUSS RUN
PRE ENGINEERED ROOF
TRUSSES SEE FRAMING
PLAN
FIELD FRAMED RIDGE DETAIL
TYP. ROOF FLASHING DETAIL
N.T.S.
Moisture Carr
not shown
#5 rebar min.
v
i
<y p eitrrw ssrcrde Raw r- rz
.01 Ttdr�2 Y%i 9 96ry ry601
N,,,
2
)B NCOIG i.' tlI+:.2f IPA �`
TYP MISSEDSTRAP DETAIL
NOTE: TRUSS LOADS HIGHER THAN CHART
PROVIDED WILL NEED APPROVAL LETTER
USE USP HTW20 FOR ALL
WOOD TO WOOD
CONNECTIONS, U.N.O.
TRUSS CONNECTOR SCHEDULE
FASTENERS
PER
ALLOWABLE UPLIFT
PARALLEL LOAD (F2)
PERPEND. LOAD (F1)
MARK
USP
CONNECTOR
TRUSS
71E-BEAM OR WALL
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
SINGLE
STRAP
DOUBLE
STRAP
TC-1
TA12
5) 10d x 1-1 '
-
990
1980
335
670
245
490
TC-2
TA14
(7) 10d x 1-112'
-
1205
2410
335
670
245 #
490
TC-3
HT016
6 lod x 1-1 2"
4 r 4" x 1-3 4' WAR
1225
-
1225
-
1225
-
TC-4
HTA16
(9) 10d x 1-112"
-
1870
2430
710
1310
270
1215
TC-5
HTW20
20 10d x 1-12'
24 10d x 1-1 '
1530
-
-
-
-
-
1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD
SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM.
RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS:
1. 0.113 INCH NOMINAL SHANK DIAMETER
2. RING DIAME7ER OF 0.012 OVER SHANK DIAMETER
J. 16 TO 20 RINGS PER INCH
4. 0180 INCH FULL ROUND HEAD DIAME7ER
5. 2 INCH NAIL LENGTH
DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1)
DIAPHRAGM NAILING
DIAPHRAGM
ZONE i
I ZONE 2
ZONE 3
PANEL
FRAMING
BOUNDARIES
EDGE
INTER.
EDGE
INTER.
EDGE
I INTER.
LOCATION
PANEL GRADE
THICKNESS
SPACING
REMARKS
ROOF
APA RATED SHEATHING
8d RING-
Bd RING-
8d RING-
8d RING-
8d RING-
Bd RING-
8d RING -
EXPOSURE I, OR EQUAL
SPAN RATING 40120
19 32"
24" 0/C
MAX.
SHANK
6' 0 C
SHANK
6' 0110
SHANK
6" 0 C
SHANK
6' 0 C
SHANK
6' 0 C
SHANK
4" 0110
SHANK
4' 0 C
BLOCKED AS
SHOWN ON PLAN
APA RATED SHEATHING
8d RING-
Bd RING-
Bd RING-
NAIL CORNER STUDS
EXT.
WALL
EXPOSURE I, OR EQUAL
SPAN RATING 40120
19132
16' 0/C
MAX.
SHANK
4' 0 C
5HANK
4' 0 C
SHANK
6' 0 C
AT 4' 0/C MAX. TYPICAL
BLOCK FREE EDGES
APA RAIED SHEATHING
8d RING-
8d RING-
8d RING-
INT.
WALL
EXPOSURE I, OR EQUAL
SPAN RA71NG 32 16
15132
16" 0/C
MAX.
SHANK
6' 0 C
!)HAW
6 0 C
SHANK
12' 0 C
BLOCK FREE
EDGES
89'
ui
a
0
9 W
W
Z
Z
�_�
y
Li
A
0
z
0 Q
N
I
z
4
0
a
0
En
�
m
�
p
rm
Lu
f0
O
O
A
_0
O
p�j
N
S
' U,
L_
E
L
O
C
O
++
3
�'
�
t
Ne
N
`
�
C
0
o
Ln
E
v
d
O
F-
p
%
Ot
L
C
C
'ap--.
C
p
u
z
n
®
u_
Z
O
®
ci
W
'El
IQ
J
®
W
U
1/4" = 1'-13" U.N,O.
TRUSS PLAN
W-16