HomeMy WebLinkAboutBuilding PlansSafe Load Table Notes
Installation Notes
1. All values based on minimum 4" nominal bearing.
1. Installation of U lintels must comply with architectural
Exception: Safe loads for unfilled U lintels must
and/or structural drawings.
be reduced by 20% if bearing length is less than
6 1/2".
2. U lintels can be field cut to the required length.
2. N.R. = Not Rated
3. Cast in place concrete may be provided in composite
U lintel in lieu of concrete masonry units.
3. Safe loads are superimposed allowable loads.
4. The exterior surface of U lintels installed in exterior
4. One #7 rebar may be substituted for two #5
concrete masonry walls shall have a coating of stucco -
rebar in 8 inch U lintels only.
applied in accordance with ASTM G-926 or other
approved coating.
5. All safe loads in units of pounds per linier foot.
5. Concrete masonry units used in composite U lintel shall
6. All safe loads are based on simply supported span.
be laid in a running bond.
7. Safe load ratings based on rational design analysis
6. Shore composite lintels as required.
per ACI 318 and AC1 530,
7. U lintels are manufactured with a 5 1/2" long notch at
both ends to accomodate vertical cell reinforcing and
x5 reb...t ta°.
grout.
N
nt,qu
bm of of rebar. et bottom of IieR°I
cavity.abiala°'
r
F=fllelcou[
Composite U Lintel Materials
1,U)
�
8 F 16-1 B 1 T
1 • Grout per ASTM C476 fg7-3000 psi with maximum 3/8
inch aggregate and 8 to 11 inch slump.
0. fared
ca°team
j
2. Rebar per ASTM A615 Grade 60
lintel
. " qu.nity of #5
beret bottom nominal robe, a tap
any n°"
3. Concrete masonry units (GMU) per ASTM 090 with
minimum net area compressive strength = 1900 psi
Lintel Type Designation
4. Mortar per ASTM C270 Type M or S
Cast in place sill or Tie Beam
k
Option
In the event that precast products are damaged in the
field cast in place sills and tie beams
may be used (not
to exceed 5'-10`") Typical cast in place tie beam to be
a min. 8`` x 12f" with (2) #5 top and (2)
#5 bottom
Flat Cone. Tile Roofing
over "Peel and Stick
Pre Engineered Wood
underlayment on 5/8"
Roof Trusses 24o.c.
c.d.x. plywood fastened as
Shop Drawings by
'
per nailing schedule
Others
See Connector
Provide Metal Channels at
Schedule
Hip and Ridge locations to
Support Cap Tiles
- Galv. Drip Edge
2 over 1 x 3 p.t.
Spray Foam
Insulation per
`
�"�x
Fascia
Energy Code
10'-0" gK T.O.B.
Building
Data
Design Loads Scope of Work
Occup
ncyjType: Group
Roof Live Load: 20.0 p.s.f. New One level CBS
Construction
Type: V
Floor Live Load: 40.0 p.s.f.; Single Family residence
Number
of Stories: One
Wind Speed: 160 MPH
Projec
Area: 930 s.f.
Wind Importance Factor: 1.0
Building Category: U Building Code
Wind Exposure: B
Area
Tabulation
Internal Pressure Coefficent: .18 2020 Florida Building Code: Residential
Structure Designed: Enclosed 2017 National Electrical Code: NFPA 70
Soil bearing capacity: 2000 p.s.f.
Living:
750
Entry
180
Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area: Very Heavy
Total:
930
Flame Spread Index & Smoke Developed Index
Total
Cubic
Insulation Flame Spread: Not to exceed 25
Volume:
7,749 c.f.
Insulation Smoke Developed Index: Not to exceed 450
Wall Finishes: Not greater than 200
Ceiling Finishes: Not greater than 200
O
Cast Ci
in
N
ate Lintel Schedule
All Rebar to be #5 Grade
60 min,
MARK
NGTI'if OF
LINTEL
ALLOWABLE
GRAVITY LOAD
APPLIED
GRAVITY LOAD
ALLOWABLE
UPLIFT LOAD
APPLIED
UPLIFT LOAD
BEAM SPECS.
L-1
4'-6-
8672
159
4292
85
8F24-1B/1T
L-2
T-0"
8974
167
5591
100
8F24-1B/1T
L-3
5'-10"
6036
167
3295
100
8F24-1 B/1 T
L-4
6'-4"
2177
502
1340
315
1 8F12-1B/1T
L-5
4'-4"
8060
1597
4409
1126
8RF22-1B/1T
L-6
6'-0
3480
167
1880
100,
8F16-1B/1T
L-7
14'-4"
1370
297
519
375
8F16-1B/1T
Stucco Soffit over
High Ribbed Wire
1/2" d.w._ Lath Fastened to
1 x 4 Trusses, Provide (1)
Firestop Layer of #15 Felt on
Two Course Perimeter Trusses under Lath
Beam with (1) #5 Rebar T-0" Provide Venting at
Filled with Grout each Entry Area
course
8x16x8
CMU Typ.
1 x 2 p.t; furring
trips 2411o.C.
over 3/4" Insul.
Board
1/2" d.w\
Stud Finish over
#5 vert. rebar in Condrete Block.
grout filled cell
See Floor Plan
for Locations
4 3000# Fibermix-Cone. #5 Vert. Rebar with
on .006 Visquine on Clean 10" Hook and 30"
Compacted, Termite Lap. Tie to Vert.
Treated Fill Rebar In Cells
a
J
O
M
F.F.E.
v v Grade
F-1
N
•
18" x 16" 3000# Cont
1'-6"" Conc. Mono. Footing with
(2) #5 rebars cont
Typical Wall Section
Min. Beam depths shown, beams may be increased without comment
At Lintels 'over 24" deep, provide (1) #3 vertical rebar
at 24"o.c. along length of lintel
Left Elevation
scale: 1 /4" _ 1'd1"
T-9,"
12'-3"
L-4
60" x 20"
FIX. Glass
0
El v.t.r. _IE]l
Kill 0 I lall
o
water
line
Ref. O
R ange& --
Exh. Hood
T-2" 6'-8"
T-2"
T
6" 3 -11
T-7"
Kitchen
1
T
10'-0"" Cling.
Cing." iD
T
ioFWWafla
_
p
r
dw
W
_F7---
II
CVI
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Co
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2 x 4 Frame
34.5- Tall
2880
1 22.5 x 36
2880
❑'
14
Pocket
1 Attic
s.h.
—
— — — —
I Access
Living Rm.
I i
❑
L-2
Cing. & 12- Coffer
❑
110-0"
k
Master Bdrm.
I N
I
35
10'-0- Ceiling
s.h.
r
I ., p
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r
L-3
d'
o
Electric
r
Fireplace
HB
16'-9"
7„ 11'-0"
cc
14
in
;.h.
o
L-2
"'
L-5 or
L-1
25 s.h.
Egress
-Low
co
Entry
010
L-6
10'-0" Cing;
from F.F.E.
I
❑
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CIS
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L-7
13,_0„
Floor Plan
scale: 1 /4" = V-0"
Front
scale: 1/4" _
Rear Elevation
scale: 1/4" = 1'-0"
M
L-7
8'-2
13'-0"
ai
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16-
drawn
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checked
a.t
date,
2/23/21
scale
as noted
job number
21012
sheet
A-1
REVIEWED FO14 li
CODE COMPLIANCE
ST. LUCIE COUN�
BOCC
FH
Lil
mount y rlooc
\ Light
Electrical Plan
Scale: 1 /4" = 1'-0"
ELECTRICAL LEDGEND
jO RECESSED LIGHT WITH LENS 0 EXTERIOR & WET LOCATIONS
-E:}- SURFACE MOUNTED LIGHT FIXTURE
1--- Te -IT SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE
UNDER CABINET FLUORESCENT FIXTURE
RECESSED INCANDESCENT LIGHT FIXTURE. WITH EXHAUST FAN
CEILING FAN
0 EXHAUST FAN OUTLET DOOR CHIMES
bTHERMOSTAT SMOKE & CARBON
MONOXIDE DETECTOR
$ DUPLEX OUTLET,- SWITCHED
�+ TELEVISION
=0 DUPLEX OUTLET'.
.0 220 V OUTLET TELEPHONE
Y/J SWITCH PUSH BUTTON
-to. THREE WAY SWITCH � DIMMER SWITCH
D
NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46- A.F.F.
ALL 120V SINGLE PHASE''. 15 & 20 AMP BRANCH CIRCUITS SUPPLYING
OUTLETS THAT ARE NOT GFCI MUST BE AFCI.
TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE
PHASE 15 & 20 AMP BRANCH CIRCUITS
ALL LIGHTING TO BE L.E.D.
Electrical Notes
1. All loads to be checked by a Florida Licensed Electrician
2. All work to meet the National Electrical Code
3. Calculations and panels below are for sizing conduit and overall
building load requirements only
4. Ensure min. 36" clear between equipment and disconnects, Typical.
5. Protective ratings shall comply with NEC 110-9 & NEC 110-10
6. Ensure panels have main disconnect at meter pack per NEC 230-70-A-1
Smoke detectors wired to 120V Bathroom lights
Non Switchable, Non GFI
Electrical contractor to verify all equipment loads prior to
start of construction.!, Electrical contractor to recalculate
electrical schedule if loads are to be modified
SOITIL
mount
Rear
od Lts.
FORMWORK & SHORING
Electrical
Load
Calcs
No structural concrete shall be stripped until it has reached at least 80% of
the 28 day design strength.
750 Livingl
S.F. at 3 VA
2,250 watts
Design, Erection, & Removal of all formwork, shores, & reshores shall meet
Two
20 Amp Appliance Ckts.
3000 watts
meet the ACI Standards 347 and 301
One
LaunarV Circuit
1500 watts
Range
8000 watts
Contractor to verify all building setbacks prior to the start of construction.
A formboard survey shall be submitted to the building department for
One
Dishwasher & Disposal
3000 watts
approval prior to pouring concrete.
One Microwave
2000 watts
Water
Heater
4500 watts
SOIL STATEMENT:
One
Ref. I
1500 watts
OneBath!
1500 watts
Foundation has been designed for a soil bearing capacity of 2000 p.s.i.
Fill shall be laid in layers of 6". Each layer to be compacted to 95%
Total
27,250 watts
compaction.
First
10 KVA at 100%
10,000 watts
If the contractor encounters, while digging the foundation, any
Rem
finder at 40%
$,900 watts
discrepancy to suggest the soil may be inadecuate, he must
immediately report it to the owner and the Architect or Engineer
Total16,900
watts
so as to order a soil boring test.
One
AC Meat at 100%
5,700 watts
Total
22,600 watts
GENERAL FOUNDATION NOTES
22,600 W / 240 V =
94.17 Amps
Concrete shall be a minimum of 4- thick over clean, compacted,
termite treated fill and 6 mil polyethylene vapor barrier.
Use
1 OOA Service (Minimum)
If concrete slab contains 6" x 6" 10/10 WWM rovide 1- covera e o
F-1
18" x 16' mono, footing
' wi�Yh (2) #5 rebar cont.
16"
18„
M
NO. EDGE FOOTING
F—
Recess 4- at Shower
4"" 4„
4
Reber
TYP. SHOWER'
RECESS
F—
18" z 16- mono. footing
with (2) #5 rebar cont.
4„
18"
STEP FOOTING
P g 1
Concrete shall have at minimum compressive strength of not less to
than 3,000 p.s.i. aI
All 90% hooks are to be extended 10" minimum beyond the turn.
Field bends are to be done cold and the diameter of the bend,
measured on the inside of the bar, is not to be less than six
bar diameters.
Minimum coverage for rebar shall be 3" in footings and 1 1/2" in
bond beams. Hooks may be rotated horizonitally if required to
achieve minimum coverages.
Rebar overlap shall be 48 bar diameters. 30" for #5 rebar
The foundation design assumes that the soil has a minimum
load carrying capacity of 2000 p.s.f.
In the event the soil bearing capacity falls below 2000 p.s.f. This
foundation plan may be superseded by Foundation Design Engineer.
Satisfactory compaction test of fill does not verify lower soils are
adequate.
All specifications and dimensions to be verified by contractor.
All exterior slabs shall slope a minimum 1 /8" per foot for drainage C
Fo
Dowel Rod -Repair Note
In the event vertical steel has been omitted from the down11
pour locations, drill 5 into concrete (no closer than 3 3/4
from edges and 5" from ends of cap walls) Remove dust
per manufacturers instructions and use Two part epoxy to
anchor the #5 rebar in place. Use either "Hilti C-100" or
Simpson Epoxy -Tie.
2" v.t.r.
.1
to sanitary
system
V
Plumbing contractor to provide a
water hammer & shut off valve at
each fixture
Insulate all hot water lines
Plumbing Riser Diagram
PLUMBING NOTES:
Plumber to consult with contractor and equipment ordered
for rough in dimensions.
Verify all dimensions with the floor plan. The floor plan
dimensions dictates all other dimensions on other sheets.
Do not scale drawings, if any conflicts arise, contact the
Architect or Engineer for clarification prior to construction.
All sanitary lines 2-for less shall have a slope of 1 /4- per
foot minimum.
All sanitary lines above 2' shall have a slope of 1/8" per
foot minimum.
Provide Anti -Scalding Valve in all showers.
Lowest living area floor elevation (refered as 0.00') to be
set by a professional land surveyor to the required building
department elevation, but not less than 18" above the crown
of the road.
5'-0" 5'-0" 4'-11"
4" 2500#
Conc. Pad
11
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F-1 E� E W
F-1
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LID
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4" 3000# FIBERMIX CONC.
F-1
d
c
OVER .006 VISQUINE ON CLEAN,
N
F-1
COMPACTED TERMITE TREATED
p
FILL
0.00' -l$l Assumed F.F.E.
ih
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See Civil Drawings for
the established F.E.E.
R
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F-2 F-2
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010
F-1
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Foundation & Footing Plan
scale: 1/4 " = V-0"
Roof Framing Plan
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date revision ''...,
4/5/21 Load Calcs,
drawn
checked
s.l.
data ''..
2/23/21
scale
as noted
job number.
21012
sheet
A-2
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
I
V
STRUCTURAL NOTES:•
st
GENERAL ROOFING NOTES
Ceramic Tile
el shall be hi strength billet steel and shall
All reinforcing ste gh gt
Roofing to be composed of and attached to pre manufactured
Shall be installed in accordance with ANSI A108.1, A108.4, A108.5
A108.6, A108.11, A118.1, A11$.3, A136.1, & A137.f. Fiber mat reinforced
conform to ASTM A-615 grade! specifications. Lap continuous
wood trusses as follows:
reinforcing 48 bar diameters or':30" in beams and in slabs. Lap
backer shall be used behind wall applied ceramic tiles in the tub
bottom steel over supports and to steel at mids an. Hook
pP p P
Felt underlayment (min. ASTM 0 226 Type 8) with 4 min. side and
fasten resistant annular nog shank nails
and shower areas and conform to ASTM C1325. Per Ourock,
discontinuous ends of all top bars. Reinforcing steel shall have
at 6 o.. and in staggered
at 6"0.0, in laps and in staggered rows spaced 12"o.c. in Feld.
cement board exceeds ASTM C1325.
a minimum of I" concrete cover, or as follows:
If roof pitch is < 4/12 install (2) layers 15# felt
If roof pitch is 4/12 or greater, install (1) layer 30# felt.
BOTTOM TOP SIDES
Gypsum Note
Beams: 1 1/2" 1 1/2" 1 1/2"
5/8" c.d.x. sheathing or equal installed with staggered joints & GI clips,
nailed to trusses with 8d corrosion resistant annular ring shank nails
Gypsum board shall conform to ASTM 022, 0475, C514, C1002, C1047
Slab on Grade: 1 1/2" 1" -
spaced max. 6 o.c. throughout, except max. 4 o.c. at gable ends.
C1177, C1'178, 01278, 01396, or 01658 and installed per FBC residential
Structural Poured: 3/4"' 3/4""" _
Poured Walls. 3/4
All roof trusses are to be re manufactured assemblies provided by
P P
code. Per USG, Wallboard conforms to C1396.
_ _
Slabs exposed
"
a licensed wood truss fabricator with separate drawings and data
prepared for actual project conditions by a'Florida registered
to the weather 3/4"" 1 -
professional engineer certified for truss design. Any deviation from
Gypsum Board & Gypsum Panel Products
the Pro osed plans as shown regarding PI cement'or bearing shall
--
i accordance
teal shall be detailed and fabricated. n acco a Reinforcing s
with the Manual of Standard Practice of Reinforcing
be brought to the attention of the truss engineer nor to fabrication
g g p
ed layout shall govern,
of the trusses. The truss manufacturer's certified
board and gypsum panel products shall be applied
.Detailing
Concrete Structures' and the current ACI Building Code 318""
after fabrication.
at right angles or parallel to framing members. All edges and
ends of gypsum board and gypsum panel products shall
ATM Specification A-36 All structural steel shall conform to current S
P
The handling, erection, and fixing of wood trusses shall be in
accordance with the specifications contained on the certified mf r's.
occur on framing members, except those edges and ends that
r Interior
are perpendicular to the framing members. nteno gypsum
All wood in contact with masonry shall be pressure treated or approved
drawings and data
board shall not be installed where it is directly exposed to
seperating material.
All engineered headers and truss hangers to be provided by the
weather or to water.
truss manufacturer.
All dimensions shall be verified in field by the contractor. if there are
any discrepancies the Architect or Engineer shall be notified before
Splitting or cracking of structural components due to installation of
Wall and ceiling gypsum board shall be fastened with screws
spaced at 12 o,c. Screws for attaching gypsum board and gypsum
proceeding.
hardware is not permitted.
panel products to wood framing shall be Type W or Type S in
Unless otherwise noted, the installation of specified hardware shall
accordance with ASTM C1002 andshall penetrate thewood not
No slump over 5" shall be permitted for any structural concrete without
conform to the truss manufacturers installation instructions and
less than 5/8 inch (15.9mm) Gypsum board and Gypsum anal
P
the Architect or Engineer approval
' .
standardractice
P
products shall be attached to cold formed steel framing
p $ less
than 0,033"" (1 mm) thick shall be Type S in accordance with
All Design and Construction shall be inaccordance with the current
ASTM C1002 or bugle head style in accordance with ASTM C1513
American Concrete institute (ACI). and the American Institute of Steel
SHEATHING NAILING NOTES
and shall penetrate the steel not less than 3/8" to 0.112 "
Construction (AISC), The Florida Building Code and all applicable
(1mm to 3mm) thick shall be in accordance with ASTM C954 or
local codes.
bugle head style in accordance with ASTM 1513. Screws
for
Nailing Pattern Nailing Schedule
attaching gypsum board or gypsum panel products to structural
Structural Concrete shall attain a minimum ultimate compressive strength
insulated anles shall penetrate the wood structural panee
p
facing
g
(Fe') in 28 days as follows:
Zone 1: 8d at 6-o.c. field & 4"o.c. edges ROOF & FLOOR DIAGRAMP
'
not less than 7/16"�o.c, 01.1 mm).
Zone 2: 8d at 4"o.c. edges &field Use sheathing with #8 gun
mill at
6'o.c.
Column Footing and Wall Footing: 3000 p.s.i.
Column and walls from foundation to roof: see column schedule.
Zone 3: 8d at 4-o.c. edges & field at supported panel edges a
nails at6 o.c. at intermediate
d #8 Igun
supports.
Gypsum board used as the base orbacker for adhesive application
All other concrete: 3000 p.s.i.;
Pneumatic Nails
of ceramic tile or other required nonabsorbent finish material shall
conform to ASTM 01396, C1178, C1278. Use of water resistant
Footing sizes and reinforcing are based. on allowable soil bearing
ROOF SHEATHING TO GABLE
Pneumatic or mechanicaly driven nails will
be accepted under the following conditions: Use #8 gun nails at 4o.c.
END FRAME
sum backing board shall be permitted on ceilings. Water
gyp, g -- P g
resistant gypsum board shall not be installed over a Class 1 or
capacity of 2000 p.s.i. All footings shall bear in virgin soil. If this
is not the case, the Architect or Engineer shall be notified before
Class 2 vapor retarder in a shower or tub compartment. Cut or
proceeding with the work.
Min. nails size 8e er larger rin shank with
6
Min. shank diameter..113 '.EXTERIOR SHEATHING
exposed edges, including those at wall intersections shall be
P B � g
Min. Length: 2" Use #8 gun nails at4'o.c. at
panel edges
sealed. as recommended by the manufactuer. Water resistant
Timber (Heavy Timber Construction)
Min. Head Dismeter:.280 Full Round and #8 gun nails at 4"o.c. at
panel top and
gypsum backing board shall not be used where there will be
(a) Truss manufacturer shall submit a signed and sealed shop
Min. Ring Diameter .012 over shank dia. bottom and 6 o.c. in field
direct exposure to water, or areas subject to continuous high
drawings by a registered Engineer.
Min. 16 to 20 Rings per Inch
humidity.
(b) Wood rafters to have a Stress Grade of Fb=1200 p.s.i.
Note
(c) Roof members should be secured to the beams or other
-
Cold Formed Steel Note
structural components with hurricane anchors for wind: uplift.
tru P
P
Gun nails shall be permitted as an
acceptable fastener from an manufacturer
p y
Cold formed steel framing supporting gypsum board and gypsum
All wood members shall have a'minimum fiber stress in bending
Wood screws meeting the same size requirement
panel products shall be not less than 1 1/4' (32mm) wide in the
of 1200 p.s.i. with 1 /360 max. deflection.
may be used in lieu of nails without comment
I d' N L d b Id f d t I f
ea imension. on oa earing co orme s ee rammg
All bolted connections shall be 1/2" Cadmium plated or better. shall comply with AiSi S220 and ASTM C645, Section 10. Load
bearing cold formed steel framing shall comply with AISI S200
Lag bolts to be used only in shear connections with minimum Wire Lath Attachment and ASTM'C955, Section 8.
4"' threaded penetration past steel plate. paper _..,
Over wood framingthe
Lag bolted conditions shall be drill tapped no larger than the backed Wire lath shall be Installed Wood Framing Note \
internal thread diameter and shall not be hammer driven. over one layer of approved plastic
house wrap. Lath shall be attached Wood framing supporting gjrpsum board avnd gypsum panel
ses rovide horizontal fra in members with 1.5- products shall be not less than 2" (51 mm) nominatthirkness
Ulys atfrframelocations equal rum m. g
P Y roofin8 nails" 2nd to vertical wood in th least dimension except that wood furring strips not less
framing members with $d common
than i" by 2 (25mm x 51mm) nominal dimension shall be
„
permitted be used over solid backing or flaming spaced
GENERAL REQUIREMENTS P "" G Q nails or 1 roofing Halls driven to not more than 24 o.c. 610mm o a
n edition of the Florida Building Code penetration of not less then 3/4
.All work to be as per the current e t g
and meet or exceed all applicable local requirements. of an inch or 1 wire staples
driven flush with the plaster base.
General contractor is responsible for all labor, materials, utilities, testing, Staples shall have crowns not less
waste removal, storage, securing of site, accomodation, transport/freight, than 3/4" and shall engage not less
and all other cost related to the completion of this project., unless explicitly than three strands of lath and
identified here. penetrate the wood framing members
Owner is responsible for all municipal related charges such as impact not less than 3/4" The fasteners must
fees, and water connection, except building permit fees, which are to be penetrate the wood framing members 5 s
included in the construction bid. not less than 3/4". Fasteners shall be
General contractor to check all drawings for errors and om7 o.c. max. a 4missions and ,
bring them to the attention of the architect prior to starting any work, or Ab- aA
ordering any materials of the respective division of work. if such errors s s
and ommissions`are not reported in writingto the architect, any resulting
damages or costs shall be born entirely by the general contractor.
Architect is not responsible for the contractors method or means of
construction.
General contractor is to keep the site in a clean and safe state through
out the course of construction. On building turnover, general contractor to Wind Zones _
Walls
clean all surfaces so as to be free of dust, grease, stains, scuffs, etc. comer bars at.beam
(outside only) (2) corner 4'
Unless otherwise noted, the installation of specked hardware shall bars at footing (min.)
conform to the manufacturers instructions and standard practice.
All plans and drawings are not considered complete until they have been
b the Building Department
reviewed and approved B e n 3 _
PP Y g P 3
n the building permit has been issued.
wart, dowel lapped with 3 2 d
and a gP e 3
wall reinforcing, all all corner bars to be the
laps 3 el (mir.) in grout same size, number, and
EXTERIOR CEILING & SOFFIT NOTE
filled cell spacing as horizontial bars
7/8" Stucco finish over 3/8"" high ribbed gals. wire lath fastened to in footing, beams, and walls 2 1
framing members with No. 11 guage nails with 1 3/4" embed. with 3/8" 2
dia. head 6"o.c. max. edges to be tied and nailed at 9"o.c. 2
Install one layer of 15# felt to framing prior to installing ribbed lath
INTERIOR WALL FRAMING NOTE 2
Interior non bearing walls to be 2 x 4 studs 24'o.0.
Spruce, Pine, Fir (SPF) #2 Grade lumber or better 2 1 1
or metal studs (25 Ga.) Crimper may be used in 2
lieu of screws.
THRESHOLD NOTE 2 2
At egress door (see floor plan) the max. hgth. o
0
of the threshold shall be 1/2" s • 2 2
BUCK ATTACHMENT NOTES 1
AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH 3 2 3
TO BLOCK WITH 1/4" DIA. TAPCONS INTO C.B.S. 3 3
SET AT 6" FROM CORNERS AND AT 12"o.c. MAX.
30'".lap min.
AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH
BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS
OR "T"' NAILS" 4" FROM ENDS AND 12" o.c. Roof Win
CD f p t •I W d Zones
USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION VI'"Wil V 111 O1�ko"6 V 0I
Alum, window
frame
corrosive resistant
Tapcon concrete
3/8" continuous bead of
screws installed as
caulk (back bedding)behind
specified in window
shim to prevent liquid passage
manufacturers product
approval
1/4"" struct. shi
window sill
set flange in continuous
bead of caulk across the
entire face of buck
perimeter caulk
T
stucco finish
c
c
€
Gunable sealants shalt comply with °
ASTM C 920 Class 25 grade or c. 4
. a
greater roper'oint expansion
B P J p
and contraction
precast
cone. sill
Typical Precast Conc.
Sill Detail
2 x 4 bottom cord bracing
Bottom Cord Lateral Bracing
3/8" continuous bead of
caulk (back bedding) behind
buck to prevent liquid passage
set flange in continuous
bead of caulk across the
entire face of buck
�1i '
w
o e'c
g
1 N n¢
;,goy
30M E
0
oo b0 C N
O N
m
f
0 l
3okR
0
M
Connector Schedule '
Truss
Bearing
Truss
Connector
Qnty'
Connector
Fasteners
Point
Uplift
ID
Uplift
All
trusses
ALL
<1000
MTS18
1
1000#
(14) 10d x 1 1/2"
to Frame
All
trusses
ALL
<800
HETA20
1
1810#
(9) 10d x 1 1/2"
to CBS
Connector Schedule Developilld from the Truss Placement
Plan and Engineering from East Coast Truss Company
Job Number J40998 Dated 1/4/21
Attic Vents Calculation
ENTRY"
Attic Area: 180 s.f. / 150 = 1.2 s.f. required.
soffit area = 50 Lf. x 1.8 = 90 s.f.
Venting Provided:
8 x 16 soffit vent: 85 sq_ in, each vent
3 Vents along overhang = 255 sq. in.
255 sq. in. / 144 = 1.77 s.f.
Total Ventilation Provided: 9.44 sq. ft.
°
Q
a
d
.
d
CBS
Min.':1 1/4" embedment
a at windows and min.
X
1 1/2 embedment at
al. gl. doors
°
drywall
stucco finish
perimeter caulk J/
1/4" maxi struct. shim
Attach p.t. bucks
with 8d coil nails at
caulk
12"o.c.
attach as per
Typ. Alum. window
manufacturers
jamb or sliding glass
product approvals
doorjamb
NOTE: Method of attachment and
Gunable sealants shall comply with
waterproofing procedures are the
ASTM C 920 Class 25 grade or
same at poured concrete sill.
greater for. proper joint expansion
and contractioh
Coat Bucks with LWM200 Waterproofing
after they have been installed and Chaulked
Window & Door Flashing Detail at CBS Wall
Includes Buck Attachment Me
thod
Connector Notes:
Do not substitute connectors
Do not sheath trusses before all straps are in place
Attach valley trusses and piggy back trusses, if present,
to main trusses per truss manufacturer drawing.
Truss to truss connection by truss company, installed
per manufacturers specs.
Lateral forces perpendicular and parallel to wall has been
considered (less than 300 p.l.f.)
Contractor to approve temporary bracing to prevent toppling
of trusses, see HIB-9.
Other specs, if different from above, have priority.
A.T.R. = All Treaded Rod
Drill and Epoxy Set all A.T.R.
Use either "Hilti" C-100 or Simpson Epoxy Tie Epoxy
Provide equal number of studs, under girders equal to
the number of plys.
Missed Tie Down Strap Note
In the event the Tie Down Strap has been omits
Layout location, install one MTS18 strap at the
Fasten with (4) 1/4" x 2 1/4•" Hex Head Titan
and (7) 10d x 1 1/2" to truss. MAXIMUM UPL'
from the
per location,
w to C.B.S.
1000 lbs.
Product Approval Affidavit Form
Category
Subcategory
Approval
Numbers
Manufacturer
Model Number
Glass
Type
Attachment Method
Building Design
Pressures
Product Rated
Design Pressures
A. EXTERIOR DOORS
Swinging
FL#: 253.4
PGT
FD750
Impact
Head &Sill: 6" from corners. Jambs: I I" from comers and
18 1/2 o.c. max. Use Total of (5) anchors. Use 1/4" dia'
Tapcons with 1 1/4" embedment in concrete,
+38.7 -42.1
+70.0 -80.0
B. WINDOWS
Singlehung
FL#: 239.7
PGT
5500
Impact
Head & Sill: 6" from corners and 15"'o.c. Jambs: 6'" from
comers and 14" o.c, Max. 4" from meeting rail
Use 3/16"Tapcon with 1 1/4" embed. into concrete
+38.7 -50.0
+50 / -50
Fixed
FL#: 243.10
PGT
5540
Impact
Head & Sill: 6" from corners and 8-o.c. Jambs: 6- from
corners and 8" o.c. Use 3/16" Tapcon with 1 3/4"
embeded into concrete
+40.5 -54,0
+/- 70.0
D. ROOFING PRODUCTS
Roof Tiles
FL#: 7849.4
Boral Tile
Flat (Bermuda)
Adhesive Set
-45.0
-102.3
Roof Underlayment
FL#: 5259.1
Polyglass USA
Polystick TU Plus
Direct bond to deck
65.2
-135.0
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a
date revision
drawn
e.i.
checked
date
2/23/21
scale
as noted
job number
21012
sheet
A-3
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC'