HomeMy WebLinkAboutCONSTRUCTION PLANMetal roofing and underlayment Intstalled per Product Approval
as shown on sheet I over CDX decking - see roof sheeting
tachment diagram on roof plan.
3/8" thick light textured
tucco on typical concrete
12
block construction
SLOPE 4
----------------------
Ctl
5/8" thick x 8"W cut
coral finished stucco bands
RIGHT ELEVATION
0L_/114tL=: I/ 'T — I —tJ
Metal roofing and underlayment Intstalled per Product Approval
as shown on sheet I over COX decking - see roof sheeting
attachment diagram on roof plan.
12
4 SLOPE
2"
.H. rE. IFER DRESS
3
O'-O" = Finished Floor
LEFT ELEVATION
5/8" thick light textured
stucco on typical concrete
block construction
SCALE: 1/4" = 1'-0"
Product Approval Submittal Affidavit
Opening Schedule Swing Doors. Overhead Doors. Sliding Doors. windows t Skylights
Opening
Type
NOA/FL
NUMBER
Product
Model 4
Manufacturer
Glass
Attachment method
TEST
Expiration
Date
Desi n Pressure
9
of Approved Tests
1,2,3
t4
FL# 239.4
Single Hun
g g
SH-11OOA
Impact
FGT
5/16
1/4" dia. tapcons w/ min. 1 3/8" penetration to be
spaced per product approval. Contractor shall adhere to
min, edge distances specified in Product approval
+ 65.0/-80.0 PS
A
F L # 15 3 1 I.1
Overhead
Garage Door
Model 824/811
18' -2' max, width
16'-0" max height
DAB
Door Compan
nsta x f." 5YI1 5uck to concrete blockwith solida ca With
1) #5 bar vart. using 3/8" x . Hilti HLC sleeve anchors at 8" o.c.
ith 1.25" dia. washers with min. 4" edge distance. Install track to buck
sing (1) 5/14" x 1 5/8" full thread lag screws in each bracket maintaining
min of 1.5" edge distance - GC to strictlu adhere to product approval
rovide -1/11" ouslinut washer on roller shafts.
+ 50.0/-60.0 PSF
FL# 15213.1
Fiberglass
Smooth
Fiberglass
Plast-Pro
1/4" dia. tapcon with min 1.25" embedment at 6" max
from corners and 14.5" o.c. max. thereafter in jambs.
C
FLU 251A
Sliding Glass
Door
Series 1�O
eJGD
FGT
1" mom
Type "GSA"
1/4" dia. tapcons w/ min. 1 3/4" penetration to be
spaced per product approval. Contractor shall adhere to
min. 2 1/2" edge distances specified in Product approval
+ 60.0 PSF
—
Product
NOA/FL
NUMBER
Model 4
Manufacturer
Attachment Method
TEST
Expiration
Date
Design Pressure
9
of Approved Tests
Mullions
FLU 15353.8
CM-18631
vertical mullion
MI Windows
and doors
For CMU use (2) 1/4" x 2 3/4" tapcons with min 1 1/4" embedment
penetration into each Mull Clip. Attach mull to clip using (4) 410 x 1.25"
self tapping screws per clip as shown in product approval.
+ 118.9 PSF_
Roof
FLU 33818.2
5V Crim p
Metal Roofing
Gulf Coast Supply
and manufacturing
26 gga. 5v crimp metal roofing attached to plywood deck using 49-15 x 1.5"
HWH wood screws with self sealing washer at 12" o.c. max spacing pper System
no. 5V-7ype 1 for max pressure —94.25 psf. Install per system 5V type 2
for max. pressure of —131.0 psf. Fasteners shall be installed through underlay—
ment and attached to/through �p I��ttwood per sheeting attachment detail on roof
plan. Plywood to be 19/32 CIIX.
Roof Zone
1/2E/2R:
— 94.25 PSF
2N/3/3E/3R:
-131.0 PSF
Underlay
FLU 208�6.1
DuPont Protec 160
Tyvek
DuPont
Install two lagers of T vek horizontall in shingle st le fashion using 4" and
y
y y 9 y 9
6" overlaps. Install using I" dia. metal or plastic cap nails at 12" o.c. along
P 9 P P 9
course and end laps an a single row 24" o.c. along middle line of the field
I.A.W, the product approval installation Instructions. Stagger top layer using
26" undercourse strip parallel to cave edge and cover with full sheet.
Overlap successive sheets bg 26" I.A.W. product approval installation instructs
ns.
Siding
Stucco on Block
Soffit
FLU 16503.1
12", Tripple 4
Ful-O-Vent single
SPAN VINYL S_0FFI
Kaycan LTD
Install using 2" x 4" PT battens attached to wall using 3AC dia.
with 1" min, embedment into wall. Attach Soffit channel to wall using
0.091" dia. x 1.5" 7-mails at 12" o.c. per detail C in P.A. Install J"
channel to bottom of fascia using staples into soffit and same 7-nails
at hem and in valle s oer detail A in P.A. ( roduct a roval)
+ 55.6 PSF
have reviewed
the above and approved it by mg
seal below. ( Architect or Engineer of Record
Finish Columns with
5/8" thick cut coral
finished stucco bands
Truss mfg to provide level -
return to be 1" short of wall
Aluminum Drip
Edge t Fascia
2" x 4" Sub Fascia
12"
Kaycan full o vent vinyl soffit installed
per product approval form on sheet I.
TYPICAL SOFFIT DETAIL
Metal roofing and underlayment Intstalled per Product Approval
as shown on sheet I over CDX decking - see roof sheeting
at t ar-I,m,ont riianram nn rnnf nlavi
I" x 4" nailer attached to
level return with (2) 8d
ring shank nails with min. 1.5"
penetration Into soffit framing
NTS
12
4 SLOPE
stucco on typical concrete 5/8" thick x 8"w cut
block construction coral finished stucco bands
RE/4R ELEV/470N
Metal roofing and underlayment Intstalled per Product Approval
as shown on sheet I over COX decking - see roof sheeting
attachment diagram on roof plan.
SCALE: 1/4" = 1'-0"
1/8" Thick cut coral stucco over paper
backed wire lath nailed to substrate through
one layer of 15 lb felt using 8d nails. Substrate
to be 19/32" CDX Plywood nailed at 6" o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
12
12
..MOE] EJE'.". 0 M M M:-i.l
0
ED
5/8" thick x 8"w cut
coral finished stucco bands FRONT ELEV/470N
2" x 4" top plate 1/2" drywall ceiling on truss bottom cord
1/2" drywall on
2" x 4" studs at 16" o.c.
4" concrete slab with fibermesh OR
6"x6" 1*10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
base -board 2" x 4" P.T. bottom plate
Interior Non-Searina fi artltlon
ELEVATION NOTES:
— RETURN ALL STUCCO BANDS TO WINDOW
OR DOOR.
nts
SCALE: 1/4" = 1'-0"
ADDRESS: 2 LAGOS DEL NORTE
8'-I" BEARIN
PERM1771 G INFORMATION (FORM 100)
2R 1. 3E 2N 3R 2N
Florida Building Code Residential: -ITH Edition and ASCE 1-16 for Wind Loading
Building Design is: Enclosed Risk Category: II Wind Speed: 165 mph ultimate
Mean Roof Height: 13'-8" Roof Pitch: 4:12 (7-20°)
2E
3E
Internal Pressure Coefficient: +0.I8
3E__1
�2E
Subjectabilitg to damage from: Weathering: Negligible Termites: Vero Heav4
2N 5
Width of Roof End Zone: 4'-0"
3R 3E
Wind Exposure Classification: C
Adjustment factor for Exposure Height Using Allowable Stress Design and
Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+0.6WL
5
Exp Height Ad j Factor: 1.00 x Load Combo Factor 0.6 = 0.6 applied below
GABTLE 0 ROOF FROM
GABLE ROOF Components t Cladding Wind Pressure:
Zone: I, 2E +15.0/-39.0 psf
Zone: 2N, 2R, 3E +15.0/-51.0 psf
2R
Zone: 3R +15.0/-69.0 psf
1 3
2R 2E
HIP ROOF Components t Cladding Wind Pressure:
2E 3
Zone: 1 +18.0/-31.0 psf
2R
Zone: 2E/3E +18.0/-41.0 psf
2E 1.
Zone: 2R +18.0/-53.0 psf
3 l
Components t Cladding Wall End Zone Width: 3'-0"
2E 5
4 3
WALL Components t Cladding Wind Pressure: Zone + +23.0/-25.0 psf
4
Zone 5: +23.0/-31.0 psf
Components t Cladding Wind Pressure (NET) on Garage Door:
5 `
Zone 5: +32.0/-41.0 psf
HIP ROOF 2:12
Shear Walls Considered for Structure? Yes
TO 8:12 PITCH
Continuous Load Path Provided? Yes
E::] = Roof Zone I
Are Components an Cladding Details Provided? Yes
walls Zone 4
X
Minimum Soil BearingPressure: psi, Presumptive: B Test: si 2,500 P P y P
This Building Shall Have the Following:
END ZONE
ED = Roof Zone 2E/2R
APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER:
walls Zone 5
CORNER ZONE
� = Roof Zones 3/3E/3R
ROOF LIVE LOAD: 20 psf ROOF DEAD LOAD: 15 psf Attic w/out storage: 10 psf
p p g p
FLOOR LIVE LOAD: 40 psf FLOOR DEAD LOAD: 1Opsf Attic with storage: 20psf
Roof Zone 2N
ALL CONTRACTOR UJARRANTIES BEGIN UJHEN THE CLOSING
OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CO2P_
AND WILL CONTINUE FOR ONE YEAR FROM THAT DATA
Daniel R. Digitally signed by
Daniel R. Braden
Braden Date: 2021.1 1.05
18:04:15 04'00'
1nn1�//
O
U
O
f n
vJ
U
Q
nO
U—
LLI
p�
z
J- LI
+
LLI
IV
N
c�1
O
W
z
z
O
W oom4-) O
u, oo O
>
OD�
r r
0000 #
1
z CV CA
07
�IUU_���r
—Q
~
co
U
LLI �Xv -1
IL
N
(n
SI-IFFY NO:
I,
OP S.
-1
L
JOB NUMBER:
21- 3 01 B
FLOOR PL/4N
TYPICAL NOTES: SCALE 1/4" = I'-O"
I. Contractor to verify ALL notes and dimensions prior to Water Heater
proceeding with work.
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
3. ALL Lumber to be used as Beam, Rafters, etc... to have
a minimum 1,400 P.S.I. fiber stress.
4. No dissimilar metals to touch.
S. ALL Concrete used for slabs shall be min. 2,500 PSi concrete.
ALL Concrete used for vertical filled cells, cont. tie beams etc.. to 0
shall be 3,000 F.S.I. concrete and/or 4,000 P.S.I. grout mix �,
L Drywall at ceilings shall be leveled and attached to bottom chord
of trusses with screws per FBC R102.3.5.
1. ALL wood in contact with concrete shall be pressure treated.
8. ALL wall dimensions are nominal and not finished wall or stud dimensions.
9. ALL plumbing fixtures to be low flow.
10. Contractor to Provide Drain at water heater in accordance
with the current edition of the Florida Plumbing Code.
IL Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibility requirements. 2,2" 2,2"
12. Lowest finished floor to be set by Governing Building Department
surveyor to set in field.
13. Separation between residence and garage shall be per FBC R302.�
14. Door between garage and residence shall be 1-3/4"t 20 min. rated door
15. Wall and Ceiling shall have a flame —spread classification of not greater than 200 per FBC R302.9.1
1l�. Wall and ceiling finishes shall have a smoke —developed index of not greater than 450 per FBC R302.9.2
11. All exposed attic insulation materials installed on attic floors shall have a critical radiant
flux not less than 0.12 watt per square centimeter. Exposed foam plastic Insulation
materials exposed on the underside of the roof deck or on the attic walls shall comply
with F.B.C. R31� — see permit info box of code edition
18. G psum board material shall conform to ASTM C3�, C19, C'415, C514, C�30, C931
C4�0, C1002, C1041,Cllii, C1118, C1218, C1395, or C139� and Shall be Installed
according to the following: (FBC R102.3.5)
Dr wall
y
Thickness
Location
Orientation
Framing
Spacng
Max. spacing
P 9
of fasteners
Nall sizing options for
installation of drywall into
Nails
Screws
Maximum
wood framing members
2" x min. thickness
Ceiling
Perpendicular
24"
7
12"
13ga 1 3/8" long with 19/64" head
OR
0.098" diameter x 1 1/4" long
11
�2
annular -ringed or 5d cooler nail
OR
Walls
Either
161,810
161,0.080"
dia. x 1 5/8" long with
Direction
15/64 head
OR
Gypsum board nail 0.086" dia.
x 15/8" with 9/32" head.
Ceiling
Perpendicular
24"
12"
13ga 1 5/8" long with 19/64" head
0.098" diameter x 1 3/8" long
annular -ringed or 6d cooler nail
II
OR
Walls
Either
16
g
16100.092"
dia. xx 1 1/8" long with
Direction
1/4 head
OR
Gypsum board nail 0.0915" dia.
x 11/8" with 19/64" head.
Recess top plate 6"w x 3/8"d Counter top - verify type
C �fco�r� s�te� Illsuopgortsa�l� T,4
� i � with contractor
36" high bg 4" diameter
steel rah st Floor
S�eels o�i , .st � ppport angle
Flan��st�lt rom e�� c end and Base cabinet
exPd1&F;Wn[n i4tPerl11,0ocounter.
slab (ae/ahgle5Gt4tlsl steel plate)
2" x 8" wood studs
6" at 16" o.c.
I
2%2 2%2' 2" x 8" PT wood plate
/2„ /2 ,
O
2�2" KITCHEN ISLAND FRAMING DETAIL
2
O o
%2" 12 „
V erlf g attachment
hole location with CSC
prior to fabrication
3/8" thick 6„
steel bracket
3"
COUNTER TOP BRACKET DETAIL
19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.�,
A108.1, A118.1, A118.3, A13�.1 and A131.1
20. Cement, fiber —cement Or glass mat g psum backers in accordance with ASTM
C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations Shall
be used as backer for the Wall tile in tub areas and Wall panels in shower areas.
21. Insulation Including facings such as retarders or vapor permeable members installed
within floor —ceiling assemblies, roof —ceiling assemblies, wall, crawl Spaces and attics
shall have a flame spread index not to exceed 25 with an accompanging smoke
developed Index not to exceed 450 when tested in accordance with ASTM E 84,
Insulation shall comply with F.B.C. R31�.
Install doors thru buck Into
block using tapcons as stated INSTALL VULKEM BLOCK SEALANT
Install windows thru buck Into In product appproval form on sheet I.
block using tapcons as stated Exterior face Buck to be 2' x 6" PT ON ALL JAMB, HEADER, AND
Exterior face in product approval form on sheet I. of wall SILL BLOCK PRIOR TO BUCK
of wall INSTALLATION
Varies
Varies
�'
I"x4" P.T. Buck nailed to See product approval for
block with case hardened nails hinge screw into wall req.
prior to window attachment [Detail t a i l a t D o o r
D e t a i l a t W i n d ow S Metal roofing and underlagment [ntstalled per Product Approval
N T S N T S as shown on sheet I over CDX decking - see roof sheeting
attachment diagram on roof plan.
Simpson HETA 20 or equal
Window
Schedule
Mark
Size
Rou h O en.
Window Descrl tion
PRESSURE ZONE
I.
4'-5/e"x 5'-3 %e"
54/81'x 63i4"
Single Hung
ZONE 4
2.
6'-2/8"x 5'-3 %8"
l5" x 63 %,"
Single Hung
ZONE 4
3.
2'-2" x 3'-2 1/2"
271/2"x 38%8"
Single Hung
ZONE 4
4.
4'-5/8"x 4'-2�8"
54/e"x 54ye"
Single Hung
ZONE 4
ALL
Windows to be aluminum
windows w/ tint
and mullions per
elevations.
ALL
windows to withstand
pressures in permit info box on
sheet
ALL
windows In bathrooms to
be tempered
All
rough opening
dimensions
to be verified by contractor
With
manufacturer s specs prior to construction
Door Schedule
Mark
Size
Rough Opening
Door Description
PRESSURE ZONE
A
9'-0" X T-O"
108" x 84"
Overhead Garage Door
ZONE 4
B
3'-0" X 6'-8"
41 %,"x 83%"
Fiberglass Panel - Inswing
ZONE 4
C
6'-O" X 6'-8"
�4" x 81 %2'" ;r°e e°�:°°
Sliding Glass Door
ZONE 4
D
2'-0" X 6'-8"
Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 i2"
E
2'-6" X 6'-8"
Solid Core - Wood - 6-Panel
F
5'-0" X 6'-8"
Solid Core - Wood - 6-Panel - Bi-Fold
G
2'-8" x 6'-8" x 1 %,"
Solid Core Wood, Steel, or Masonite Door 20 min, rated at garage
H
2'-8" X 6'-8"
Solid Core - Wood - 6-Panel
J
2'-(." X (.'-8"
Solid Core - Wood - 6-Panel - Bi-Fold
ALL Exterior doors to Withstand pressures stated in permit info
box on sheet 91
GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL
WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1
All rough opening dimensions to be verified by contractor
with manufacturers specs prior to construction
Grade
12" \ \ MASTER JIL
3 VTR
2 a
\ BATH .4
TI
I 1\ 3,��
LAV-1 I I \ I �2,
WM-1
LAY -I i \ i , �13„ I 2„ LAUNDRY
I I 2"I
LAV-1 2„
wc- �„ J
3" SHWR-1
2„ 2„
I 3„ we-1
eT-1 2"
C.O. 3" BATH 42
KITCHEN
2" AAV
JIL
12„
ILAV-1
2„ 2
2„ r2„
to septic/
sewer system C bA K117 A P Y
hurricane anchor at each truss
with 00) IOd x 1 1/2" nails IZ
( 24" o.c.) supporting Max. IF
PRE TRUSSES
I810lbs. uplift 4 at 24"o.c. TYPICAL
Truss mfg to provide level (shop drawings bg manufacturer)
return to be 1" short of wall—\ nnnnnnnnnnnn
Aluminum Drip
Edge & Fascia
" \R-30 blown fiberglass
2" x 4" Sub-Fascla
in bottom chord of trusses
12"
1/2" drywall with smooth finish
Kaycan full o vent vinyl soffit installed
per product approval form on sheet I.
Two rows of beam block filled with concrete
and (1) #5 bar cont. In each row. Substitute
precast lintel filled with concrete and (1) 45
I" x 4" nailer attached to
bar cont. for bottom row over openings
level return with (2) 8d
ring shank nails with min. 1.5"
1/2" drywall over I" x furring
penetration into soffit framing
strips at 16" o.c. with R4.1 fi-foil
insulation on typical 8" Block walls
5/8" thick light textured
-
All drywall to be installed per FBC R102.3.1
stucco on typical concrete
I
and shall meet all pertaining ASTM codes.
"M"
block construction
Mortar to be Type only proportioned per FBC R607.1
and Mortar Joints shall comp y with FBC R601.2.1.
Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...)
#5 bar Vert. w/
30" overlap
Fill cell with grout and
at each filled cell
(1) #5 bar vert. (typical).
A
Max, spacing shall not exceed
Wood 48" unless otherwise noted Masonry Beam
see foundation plan notes for
ase spacing at openings
I" x 6" P.T. Buck nailed to
4" concrete slab with f[bermesh OR block with case hardened nails
6"x6" 410/10 WWM on 6 mil V[squeen over prior to door attachment head
clean compacted termite treated fill and iambs
. T,
install SGD Frame thru buck into
block using tapcons as stated
in product approval form on sheet I.
14"w x 18 Concrete footing Verif sill attachment 1
with (2) 45 bars cont. and 45 y
I•¢" transverse bars at 48" o.c. with product approval c
sheet I.
TYPICAL SECTION
Scale : 1/2" = I'-O"
_jLA
Head
Bottom Track _ ..
H.B.
4
Q
W
w
w
[01
Opt. PATIO/SLAB
15'-3" 8'-10 %2" I 8'-10 %2" 12"
y2„ y2„
2
0 0 JIFj
EGRESS
13'-II"
N MASTER
BEDROOM
8'-0" A.F.F.
\12" x 12" Concrete column
block filled with concrete and
O (2) 41 bars vert. tied Into
lintels above
� _O Filled cell under
F - girder above F O R C H
WIRE LATH & STUCCO
CEILING
19'-q„
0
Flat Ceding
Vanity to be O
34 %2 " high
8'-0" to 9'-8" A.F.F.
Rod & Shelf Vaulted I Ceiling
in
m
IN
GREAT[
ROOM
°
LOS
TIo
H
— — — —
—
J
Rod t Shelf
=
N
o
—
—
FASER
O<
32"
DRYER
5 3
Ln
hZ_S"
°
LAUNDRY
-1
cvj
y
A8'-O" to 9'-8"
A.F.F.
0
I
Vaulted C
[ling
°
DINiNG
V an[ty to be
34 %2 " high
I\ O O M
18"
u,
42' I
I
O
I =
1
I `-
counter tops to I
overhang wall 1.5"
3/8" thick steel
\
9'-51,
,4" 5'-3"
90„I
counter top supports
eq.
eq.
counter
tops to
O6
over
ang wall 1.51,
— —
— —
CAN R
SECOND
0 BEDROOM
8'-0" A.F.F.
Flat Ceiling r
O
12'-8" 4
0 0
THIRD
BEDROOM
I
+41" high wall EI
DW
I I In
KITCHEN
co
A.F.F._
Vaultgd Ceiling m O_
Upper cabinets to I
extend over Ref.
MICRO AV
REF. NON-V NT
N 38" CLEAR
c l OPENING L— O -- J
m
O R-II Batts Insulation `r
Provide auto W.H.
closer 4"0 Steel Ballard
See detail on this sheet
O\Jx w ---�
\ > r —22" x 54"
O I Q \O � I Attic
twith Access
8'-0" A.F.F. m — — — — —
L
Flat Ceiling
A/C �r a Flat Ceiling
#1 GARAG 12'-8" cal 4" 2-4
O �
m Block wall in
0 MT O O garage to be _
0 struck block N
R-II Batts insulation Provide auto 2 —8
150 Am closer 6,-4„
Panel p o
EMERGENCY
EGRESS
J
Q cc
n � u
in n
Q-
101
r - - - - - - - - - - - - - - - - - i r------------- - - - i L
3O m i i B
I I I r I I
p I I I I I
0= O
° GOLF CA
GARAGE i �
��I_
u, I 13'-O" I I I
O I I O _____ O I I C
2'-8" ® 9'-0„ 2,_8„ 6,_4„ 2,-8„ 9,-0„ ® 2,-8„
E.
I" x 6" P.T. Buck nailed to
block with case hardened nails
l[dmg door
I
prior to door attachment S B k d
Masonry Wall
install SGD Frame thru buck into
block using tapcons as stated
in product approval form on sheet I.
Jamb
Sliding Door Detail
At Masonru Wall NTS
00
I
quare ootage rea own
Total A/C Space = 1,_153 sq. ft.
Covered north Total = 2-12 sq. ft.
Garage = 459 sq, ft.
Total Cubic Ft = 1'4,02'4 Under Roof Total
Digitally signed
Danie I R. by Daniel R.
Braden
Braden Date: 2021.11.05
2 Lacos Del Norte 18:04:37-04'00'
oN�0 �(V
Ln
� U
LL
v >__ �1--5
Q U0
U
LLI
LH
Z ,
>_ 1: LLI�
(14
� 0)
LU 1-3 'J O
Z � Ln oo 6 O
GoOD
< A- r r L <
I Z N N ##
Z �
O�, -. -o
~ O rr� a-
U �` m
� ~ Iq X —1
U LL - LL
3
0)
SHEET N0:
JOB NUMBED:
21
FCUN[D;470N PLAN
12" x 12" concrete column block filled
pnith
concrete and (2) #1 bars Vert, tied
O 35'-O" Fto lintels above
� 8'-10 /2" I 8'-10 /2" if'
SCALE: 1/4" = 1'-0"
STRUCTUR/4L
MOTES:
1.
ANY CHANGES TO THE PLANS MUST BE SUBMITTED TO THE
II.
SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
CONSTRUCTION
2.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION
12.
CONTRACTOR TO PROVIDE SOLID FILLED CELL AND 45 BAR VERT. AT
OF ALL NOTATION AND DIMENSIONS PRIOR TO START OF
48" O.C. MAX. PROVIDE (1) FILLED CELL ON EACH SIDE OF OPENINGS
CONSTRUCTION
UP TO 5'-I1" WIDE. PROVIDE (2) FILLED CELLS ON EACH SIDE OF OPENINGS
6'-O" WIDE AND UP. VERIFY ALL FILLED CELL LOCATIONS WITH FOUNDATION
3.
ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL
PLAN.
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
13.
DESIGN LOADS ARE AS FOLLOWS:
PROPER ENGINEERING DATA FOR DESIGN.
SEE PERMIT INFO BOX ON SHEET I.
4..
ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS
1-4.
ALL REINFORCING STEEL SHALL BE GRADE 6O, MEETING ASTM A-I6,
ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSIA-35
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL.
5.
POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO
15.
ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS,
�.
SLAB ON GRADE TO BE A MINIMUM 4" THICK W/ 6X6 10/10
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
WELDED WIRE MESH REINFORCING ON > MIL. POLYETHYLENE VAPOR
BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL
16.
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
FOOTING: 3"
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
BEAMS: 1-1/2"
LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
11.
LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF
CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL
18.
USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI
PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE
STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND
19.
ALL STANDARD STRUCTURAL LUMBER SHALL BE SYP WITH A MINIMUM
COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY
SOUTHERN YELLOW PINE 42. MIN. Fb AS FOLLOWS:
PROCTOR VALUE.
2" x 4" = Fb 1,500 PSI 2" x 10" = Fb 1,000 PSI
8.
GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND
2" x 6"/8" = Fb 1,200 PSI 2" x 12" = Fb 915 PSI
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
20.
ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
ATTENTION OF THE ARCHITECT.
PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING.
q.
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
21.
CONTRACTOR TO PROVIDE FORM BOARD SURVEY AND FURNISH
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
TO TRUSS MFG PRIOR TO TRUSS CONSTRUCTION FOR ACCURACY TO FIELD
10. CONTACTOR TO VERIFY ALL RECESS THICKNESSES AT SHOWERS
FLOOR FINISH CHANGES, SPECIALTY EQ. ETC...
45 bar Vert. w/
30" overlap Fill cell with concrete and
at each filled c (1) 45 bar vert. (typical).
Max. spacing shall not exceed
48" unless otherwise noted
Wood see foundation plan notes for Thicken edge to 8"x8"
Base spacing at openings with concrete and 4" concrete slab with fibermesh OR
4" concrete slab with fibermesh OR one #5 bar continuous 6"x6" #10/10 WWM on 10 mil Visqueen over
6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill
clean compacted termite treated fill GRADE
Grade io
;N
I FIJ:�
- 'll III
III' III „ „ wiith (2)1845 bars`c nt.te f andn#5 �4PORCH lftS EDGE DETAIL
transverse bars at 48" o.c.
3"' 3"' SCALE I/2" = I'-O"
141, #5 bar Vert, w/
TYPICAL FOOTING DETAIL 30" overlap
at each filled cell
SCALE 1/2" = 1'-0"
4" concrete slab with fibermesh OR 45 bar cont. in curb Fill cell With grout and
6n x6n 410/10 WWM on 10 mil Visqueen over (1) 45 bar Vert. (typical).
not
clean compacted termite treatedfillCurb height Wood 48" unPessnothearlwise noted exceed
1*5 bar cont. Verify based on see foundation plan notes for
foundation plan Base spacing at openings
Step per 4" concrete slab With fibermesh OR
foundation plan 6 x6 410/10 WWM on 6 mil Visqueen over
rr
t treated fll
- can compactederml aI
a. a
N Grade clean t
3„ 3" (2) 745bars cont. bottom steel =
> L
12 -� _ 14"w x 18"d Concrete footing
with )2 DETAI ,�T G R�4GE STEPDOWN - - transverse5barsbarsaton4t8,aond 45
12" x 12" concrete column
block filled with concrete
and (2) #, bars Vert. tied GARAGE CURB [DETAIL
into lintels above
1/2" Min. SCALE I/2" = I'-O"
Edge
t
Top of footer Dis
16" below finished floor
SCALE 1/2" = 1'-0"
2" x 6" PT wood secured with
1/2"dia. x 6" expansion anchors
With 2" sq. washer at 18" o.c. overhead door track secured to wood
jamb per manufacturer's product approval
Garage Door Jamb Detail
GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S
IN PERMIT INFO BOX ON SHEET #1. SEE PRODUCT
APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL.
Filled Cell Masonry Column With One
45 From Footing To Beam Each.
Grout fill To Be 3000 PSI
See Floor Plan For Location
FOOTING
SCHEDULE
Mark
Size
Description
FI
14°W
x 18"D
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS
12 W
X 12 D
MONOLITHIC FOOTING
WITH (2) 45 BARS CONTINUOUS
30"
x 30" x 16"p
COLUMN FOOTING WITH (4) #5 BARS EACH WAY
F4
8"W
x 8"D
THICKEN SLAB EDGE
WITH 1 #5 BAR CONTINUOUS
F5
14"W
x 18"D
MONOLITHIC FOOTING
WITH 2 #5 BARS CONTINUOUS - CURB 5 0'-0"
With
Curb at Garage
Double Filled Cell Column
NTS
Contractor to provide
proper foundation chairs
for proper steel installation
Corner Steel Lap
nts
Filled Cell Masonry Column With One
45 From Footing To Tie Beam
Grout fill To Be 3000 PSI
See Floor Plan For Location
Single Filled Cell Column
NTS
v
v 0
0 U
u_
H.B.
A iC
Meter and panel
on either side o
house field verif
service location
JI I I IL°JIL°JI IIUIUII
I
I Fi
I 2-4
FI �
IF
`r I
N
L �
Thicken footing to
24"w x 14"d x 24"L
under filled cell
under girder bearing.
1-1
0
Filled cell under
girder above
Rear
Porch Slab to
be poured separately
from
House Slab.
—gip"` �00----0 --O I OO
`� O
Rear Patio/Slab to FI 1
be flush with bottom of 1
sliding door recess. E
Slope I" 1 ■
I'
I
I
I'
FI ;-
I
I'
I�
� 4" concrete slab with fibermesh OR
6"x6" 410/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill a� �
2n�
Q-
o® I o =
DRYER ASHER
to
I
I�
I
I
o II
1�
I
I�
FI I O
Io
DD� DW � 1
n
Io
F1 4" concrete slab with fibermesh OR
6"x6" 410/10 WWM on 6 mil Visqueen over 1
clean compacted termite treated fill
MICROWAVE 1
REF. NON -VENT
38" CLEAR O 1 O H.B.
OPENING Cc a� I
1
6.25" Stepl
----^
---
1
4.2 "
I
1.St
4"0 Steel Ballard
See detail on this
sheet
1
> I
I
1
�
1
I
1
L__�
1
1
1
W
1
a.
FI 1
1
N
F51
F6
ti
Io
----------------
0 0
E) o 0—
— — — —
—
�.5 n o
Sepo
I
a ofCID
C11
w
5
[L
1LU
I
Io
I 0
-�11_
1 I I
FS I 1 FS 1
L---------- o _ __ o�—— — — —
--- —
O 1.5" Recess for O 00 00 O 1.5" Recess _J
for O
Garage Door in Garage Door
5" S ep It! 5" St o
2,_8,, 91_011 2, 8„ 2'_8„145 9'-011
N
Digitally signed
►a n i e I R. by Daniel R.
Braden
rad e n Date: 2021.11.05
18:04:48-04'00'
aN�U �(V
Ln (o
>a U Q
U U
mo
LL
�l
LU
Z ,
LH
N
�W W m
LL1 1-3 'v O
Z W
i' Ln °oC1 CA
O
OD06
A- r r L <
OD OD
Z CV CA
Z ##�
O
X� -1U LL t! LL
< 4-+
cc
SHEET NO:
-
0 F 5.
JOB NUMBED:
21- 2 9 7 R
Provide 45 bars with 12" min, lap
into beam and 48 bar dia. into
Vert, filled cell
Provide Cast -Crete
8U16-I13/IT precast -
lintel set in mortar
Min. 8" Bearing
Fill lintel solid with
grout.
1*5 cont, beam steel to run
through lintel and tie to
down rods in jamb cells.
------------------------
Provide PT Buck
attached per jamb
letails into filled ce
4" Pre -cast
Sill
Grout Filled Cell
Provide 1*5 bars with 12" min. lap
into footing and 48 bar dia. into
Vert. filled cell.
'o
Concrete Footing
p . p.
See foundation plan for
for exact sizes
DETAIL AT WINDOW OPENING IN
CBS WALL
Verify with Plan
Concrete
/ Lintel
Scale: 1/2" = I'-C"
12 "x 12"
Column Block
� Rebar
Rebar 48 Bar Did.
Min. Overlap
Column to Lint&l A ttachmient
NTS
BEAM SCHEDULE
Mark Size and Description
Two rows of beam block filled with concrete and 1 45 bar
BI continuous in each row. Hook vert. bar over top bar with
45 90' bend bar with a 10" min. lap at top bar.
Additional Precast Lintel „
45 bars Lintel Bar Clear A B
CLEAR Length Length Span Bars Bars
` 2'-10" 2'-8" 116" 2,#3 none
3'-6" 3'-4" 2'-2" 2,u3 none
8F8-OB/IT 8F8-IB/IT 8F8-IB/2T
Additional 4'-0" 3'-10" 2'-8" 2,43 none
#5 bars
CLEARZ"H"
4-64-43'-2" 2,#3 none
One Row ofBlock Above5'-2" 4'-O" 2,43 none
none
Precast LinAdditiona,none
#5 bars ___-
-6" T-O" 6'-2" ZUS none
8FI6-IB/IT 8FI6-IB/2T 8' none
NOTES:
I. min. coverage of steel=1.5"
2. min. bearing required 9 ea. end=8" ALL reinforcing steel is grade 60.
3. standard for reinf. steel=ASTM A615
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
LINTEL SCHEDULE
Mark
Window
or Door
Unit
Width
Lintel
Size
Specification
Rows of
"H" Block
Above
�� ��
Bottom
Steel
Size
Top
Steel
Size
Max.
Gravity
Load
(PLF)
Max.
Uplift
Load
(PLF)
Max.
Lateral
Load
(PLF)
L22
2'-2"
V-6"
8FI6-IB/IT
ONE
1
#5
1
#5
6113
354-1
2854
L31
2'-6"
2'-8„
4'-0"
8FI6-IB/IT
ONE
I
#5
1
#5
2931
3079
2128
L45
4'-5"
5'-10"
8FI6-IB/IT
ONE
1
#5
1
#5
4360
2093
946
L50
5'-0"
6'-6"
8FI6-IB/IT
ONE
1
#5
1
#5
3480
1880
1204
1-60
6'-8"
1'-6"
8FI6-IB/IT
ONE
I
#5
I
#5
2661
1634
891
L80
8'-0"
9'-4"
8FI6-IB/IT
ONE
1
#5
1
#5
1843
1133
-139
L90
9'-0"
10'-6"
8FI6-IB/IT
ONE
1
#5
1
#5
1533
914
519
L90B
9'-0"
10'-6"
8FI6-IB/IT
ONE
1
#5
1
#5
1533
914
5-19
1I00
10'-0"
ll'-4"
8FI6-IB/IT
ONE
1
#5
1
#5
1366
-198
L04
LIOOB
10'-0"
ll'-4"
8FI6-IB/IT
ONE
1
#5
1
#5
1366
-198
604
L120
IT-0"
13'-4"
8FI6-IB/IT
ONE
1
#5
1
#5
10-15
604
433
L120B
12'-0"
13'-4"
8FI6-IB/IT
ONE
I
#5
I
#5
1075
604
433
L140
14'-0"
15'-4"
8FI6-IB/IT
ONE
I
#5
1
#5
1250
485
341
L160
IC-O"
I-l'-4"
8F8-IB/IT
ONE
1
#5
1
#5
950
404
25-1
L160B
IC-0"
1i'-4"
8FI6-IB/IT
ONE
1
#5
1
#5
950
404
251
- ALL LINTELS SHALL BE MADE BY CAST-CRETE OR LOTTS LINTELS
- LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 1+-0" LONG ARE TO BE PRESTRESSED.
HIP ROOF: SHEETING
ATTACHMENT
DETAIL
I. Minimum Nail Size =
8d angular
ring shank (min. 2.5" long)
2. Minimum Screw Size = 48 x 2.5"
3. Minimum Sheathing
Thickness 19/32" CDX PI wood
4. Use nails or screws
based on
pressure for roof
stated
in zpermit info box on
ones.
these plans for appropraite
roof
3E
4 FT 2E
3Q
TYPICAL
GABLE
TYPICAL
3® 4 FT
2R —
—
2E
ZR 4
FT R
—
2N
4 4�
A%
F
u-
4 FT
Q 4 FT 2E
4 FT
Ke
Area
Ede
Field
Fastener
Max.
Pressure
Zone
I
8d
x
2.5"
ring
shank
45
psf
Zone
2E, 2R,
ZN
.4"
6"
8d
x
2.5"
ring
shank
SINGLE PLY REAR GIRDER TRUSS
Nail 2" x 4" blocking to Vert. leg of
truss with IOd x 1.5" nails at 4" o.c.
Install Simpson MGT into wall using
5/8" dia. threaded rod set min. 12"
into wet beam and (22) IOd nails into truss
R-19 t
3LOCKING DETAIL
)ER STRAPPING
TER BEARING POINT
1/8" thick light textured stucco installed per
ASTM C 926 over ASTM D type 2 paper backed
wire lath nailed to substrate through one layer of
ASTM D Type 2 felt paper using 8d nails. Substrate
to be 19/32' CDX Plywood nailed at 6" o.c. in field
and edges with IOd ring shank nails into studs.
Metal roofing and underlayment intstalled per Product Approval
as shown on sheet I over COX decking - see roof sheeting
attachment diagram on roof plan. \
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) IOd x 1 1/2" nails
( l p supporting Max.
1810101bs. uplift
Truss mfg to provide level
return to be I" short of wall
Aluminum Orip
Edge & Fascia
2" x 4" Sub -Fascias /f " 12"
Kagcan full o vent vinyl soffit installed
per product approval form on sheet I.
I" x 4" nailer attached to�
level return with (2) 8d
ring shank nails with min. 1.5"
penetration into soffit framing
12" x 12" concrete column
block filled with concrete
and (2) #1 bars vert. tied ------
into lintels above
thicken edge to 8"x8"
with concrete and
one 45 bar continuous
BEYOND
Top of Tooter
16" below finished floor
:s
12
4
Aluminum Drip
Edge & Fascia
Flash and Counter
flash
Nail ledger to
gable end truss
with (2) 10d n.0111s
at each web
5/8" �h,ck stucco on 3/8" hi -rib lath
attached to horizontal and vertical wood
framing with nails or staples to provide
no less than 1-3/4" penetration into
horizontal wood framing and 3/4" penetration
into vertical wood framing members
5/8" thick light textured
stucco on typical concrete
block construction
V dries - see plan
#5 bar Vert. w/
30" overlap
at each filled cell
Rear Patio/Slab to
be flush with bottom of
sliding door recess.
Step per foundation plan
Slope per foundation plan °D
Wood
Base
Ce111n
Trusses at 24" o.c.
>e shop drawings
} others
ceiling transition
�ded using metal studs
erifg exact configuration
:es
R-30 Batts
R-19 batts
Drywall ceiling
see typical section
transition Insulation Detail
nts
Brace Gable end
with 2" x 4" SYP 42
8ft back nailed to bottom
of top chords using (2) IOd
nails at each truss
PRE-ENGINEER-F-D WOOD TRUSSES Q
24"o.c. TYPICAL N
( shop drawings by manufacturerALI
)
LU
I
\R-30 blown fiberglass
in bottom chord of trusses
-1/2" drywall with smooth finish
Two rows of beam block filled with concrete
_and (1) 1*5 bar cont, in each row. Substitute
precast lintel filled with concrete and (1) 45
bar cont. for bottom row over openings
1/2" drywall over I" x furringg
strips at 16" o.c. with R4.1 fl-foil
-insulation on typical 8" Block walls
All drywall to be installed per FBC R102.3.1
and shall meet all pertaining ASTM codes.
Mortar to be Type "M" only proportioned _pper FBC R60�.1
and Mortar joints shall comply with FBC R601.2.1.
Provide Dur O Rock at all wet areas (ex. showers tubs etc...)
Fill cell with Grout and Provide downspout
(1) 45 bar Vert. (typical).
-Max, spacing shall not exceed
48" unless otherwise noted
see foundation plan notes for � O O
spacing at openings
Simpson HETA 20
hurricane anchor at each truss
( 24" o.c.) supporting Max.
1810 lbs. uplift HETA 20
Strap
truss to wall
using Simpson MGT with
5/8'
dia.
threaded
rod with min 12" embedment
into beam
either wet
set or in epoxy with
(22)
IOd
nails into
truss. Add blocking to
truss
leg
per detail
on this sheet
N
L �O
B I
LIOOB
L90B
BI
O
r
�
LU
O
BI
L
N O
r
J
L90B
O
BI
N
BI
I I
W
L6
I
I
12°
I 61
H
501
A�t
L
i
L
Z
Q �
=
N
12
,
SLOP 4
`'
LU L
BI
74
o
p�
E _
0)
U C
W
Z
61
_ZZ
L22 BI
n 71
VA TEDIARE
�Uv
~
w
E
12
I ��
�{ SLOPE
z/Z
I
L31 BI
LLI
N
I/
Metal roofing and underlayment intstalled per Pro
uc
/1Z
pproval I//7
12"
H
as shown on sheet I over CDX decking - see r
attachment diac3ram on roof plan.
s
eeting
�r
N
-1Z11
1Z
L31 BI
22" x 54"
Attic Access B 1
with light
W
/
L — —
\
T
1
I
/ I
BI I \ I
t--5 I N ao
L31 12
I
\
8'-0" M X
I \ I SLOPE 4
I
I
I \ I
ODD SPACEI
I
I I
L22 BI
B1
Bl L22
W
1L
n
HE
A
O
BI
BI
BI BI
BI
L 90
N
?
Simpson HETA 20
HETA 20 hurricane anchor at each t
( 24" o.c.) supporting Max.
uss
Provi
HETA 20
a for gutter
F P L A 1810 lbs. uplift
Prov
4" concrete slab with fibermesh OR
6"x6" 1*10/10 WWM on 6 mil Visqueen over - OVERHANGS AT I'-C" UNLESS OTHERWISE NOTED ON THIS SHEET
/clean compacted termite treated fill — ROOF PITCH AT -4:12 UNLESS OTHERWISE NOTED ON THIS SHEET
— TRI155 SHOP DRAWINGS TO RF PROVIDED BY I"IANIIPAC'TIIRFR
1111,;,,1111-1111-111I�1111�_IIII_ I�
Typical Section at Front Porch
scale 1/2^ = r-o„
- ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE
ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION.
- ALL TRUSS TO TRUSS CONNECTIONS BY
de downspout
TRUSS MANUFACTURER Daniel R. Digitally signed by
- ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIORDaniel R. Braden
TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION
- CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO Date:2021.11.05
PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO Braden 18:04:59-04'00'
TRUSS CONSTRUCTION 7 I Anne nP1 N nrt rj
vQ
0
-`
'
N
LLI
=3
V
O
Z
W
i'
Ln OD
O
OD
'
(-
Go
L
0
�
r r
00 OD
1
Z
Q
~
Oo
rr�
~
LU
Q)Xai
U
(
L�
no
W
E
L-
0)
SI—IFFY NO:
4 .
OF 5.
JOB NUMBED:
21