HomeMy WebLinkAboutREVISION�A OFFICR USE ONLY: FILE COPY SCANNED
1 �
BY
REVISION _ ..._. _ _ PERMIT # � � 10 County— — ----
IO
€IN FEE: _ __.-- - RECEIPT#
1.
2.
PLANNING & DEVELC
BUILDING & CODE RE'i
2300 VERGIM
(772)
APPLICATION FOR BUI
PROJECT
LOCATION/SITE
ADDRESS:
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
V() '-)
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:G ST. LUCIE COUNTY CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: Pro t 'STATE: ZIP:
PHONE (DAYTIME): ✓ FAX:
4. OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE:
WO CAAJA;C>6i
5. ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
SLCCG 9/23/09
Revised 04/26/2010
RECEIVED
OCT 0 5 ?tq
Permitting Oep�rtment
St, Lucie Cpunh,
ZIP:
FAX:
FAX:
KEG �MPOE
ST. LUCIEICOUNTY BUILDI� DIVISION
REVIEWED FOR COMPLIANCE
REVIEWED
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STRUCTURAL NOTES:
All reinforcing steel shall be high strength billet steel and shall
conform to ASTM A-615 grade 60 specifications. Lap continuous
reinforcing 48 bar diameters or 30" in beams and in slabs. Lap
bottom steel over supports and top steel at midspan. Hook
discontinuous ends of all top bars. Reinforcing steel shall have
a minimum of 1" concrete cover, or as follows:
BOTTOM TOP SIDES
Beams: 11/2" 11/2" 11/2"
Slab on Grade: 1 I/2" 1" _
Structural Poured: 3/4" 3/4"
Poured Walls: _ _ 3/4"
Slabs exposed
to the weather 3/4" 1"
Reinforcing steel shall be detailed and fabricated in accordance
with the "Manual of Standard Practice of Detailing Reinforcing
Concrete Structures" and the current "ACI Building Code 318'
All structural steel shall conform to current ASTM Specification A-36
All wood in contact with masonry shall be pressure treated or approved
seperating material.
All dimensions shall be verified in field by the contractor. If there are
any discrepancies the Architect or Engineer shall be notified before
proceeding.
No slump over 5" shall be permitted for any structural concrete without
the Architect or Engineer approval.
All Design and Construction shall be inaccordance with the current
American Concrete Institute (ACI). and the American Institute of Steel
Construction (RISC), The Florida Building Code and all applicable
local codes.
Structural Concrete shall attain a minimum ultimate compressive strength
(Fe') in 28 days as follows:
Column Footing and Wall Footing: 3000 .s.i.
Column and walls from foundation to roof: see column schedule.
All other concrete: 3000 p.s.i.
Footing sizes and reinforcing are based on allowable soil bearing
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
proceeding with the work.
Timber (Heavy Timber Construction)
(a) Truss manufacturer shall submit a signed and sealed shop
drawings by a registered Engineer.
(b) Wood rafters to have a Stress Grade of Fb=1200 p.s.i.
(c) Roof members should be secured to the beams or other
structural components with hurricane anchors for wind uplift.
All wood members shall have a minimum fiber stress in bending
of 1200 p.s.i. with 1/360 max. deflection.
All bolted connections shall be 1/2" Cadmium plated or better.
Lag bolts to be used only in shear connections with minimum
4" threaded penetration past steel plate.
Lag bolted conditions shall be drill tapped no larger than the
internal thread diameter and shall not be hammer driven.
Under Girder Trusses provide equal number of studs as girder
plys at frame bearing locations
GENERAL REQUIREMENTS
All work to be as per the current edition of the Florida Building Code
and meet or exceed all applicable local requirements.
General contractor is responsible for all labor, materials, utilities, testing,
waste removal, storage, securing of site, accomodation, transport/freight,
and all other cost related to the completion of this project., unless explicitly
identified here.
Owner is responsible for all municipal related charges such as impact
fees, and water connection, except building permit fees, which are to be
included in the construction bid.
General contractor to check all drawings for errors and ommissions and
bring them to the attention of the architect prior to starting any work, or
ordering any materials of the respective division of work. If such errors
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
clean all surfaces so as to be free of dust, grease, stains, scuffs, etc.
Unless otherwise noted, the installation of specified hardware shall
conform to the manufacturers instructions and standard practice.
All plans and drawings are not considered complete until they have been
reviewed and approved by the St. Lucie County Building Department
and the building permit has been issued.
EXTERIOR CEILING & SOFFIT NOTE
7/8" Stucco finish over 3/8" high ribbed gale. wire lath fastened to
framing members with No. 11 guage nails with 1 3/4" embed. with 3/8"
dia. head 6"o.c. max. edges to be tied and nailed at 9"o.c.
Install one layer of 15# felt to framing prior to installing ribbed lath
INTERIOR WALL FRAMING NOTE
Interior non bearing walls to be 2 x 4 studs 24"o.c.
Spruce, Pine, Fir (SPF) #3 Grade lumber or better
or metal studs (25 Ga.) Crimper may be used in
lieu of screws.
GENERAL ROOFING NOTES
Roofing to be composed of and attached to pre manufactured
wood muses as follows:
Felt underlayment (thin. ASTM 0 226 Type H) with 4" min. side and
end laps, fasten with coorosion resistant annular ring shank nails
at 6"o.c. in laps and in staggered rows spaced 12"o.c. infield.
If roof pitch is < 4/12 install (2) layers 15# felt.
If roof pitch is 4/12or greater, install (1) layer 30# felt.
5/8" cAx. sheathing or equal installed with staggered joints & GI clips,
nailed to trusses with 8d corrosion resistant annular ring shank nails
spaced max. 6"o.c. throughout, except max. 4"o.c. at gable ends.
All roof trusses areto be pre -manufactured assemblies provided by
a licensed wood truss fabricator with seperate drawings and data
prepared for actual project conditions by a Florida re g stered
professional engineer certified for truss design. Any deviation from
the proposed plans as shown regarding placement or bearing shall
be brought to the agention of the truss eng Weer prior to fabrication
of the trusses, The truss manufacturer's ceRtfied or shall govern
after fabrication.
The handling, erection, and fixing of wood trusses shall be in
accordance with the specifications contained on the certified mfgr's.
drawings and data.
All engineered headers and truss hangers to be provided by the
truss manufacturer.
Splitting or cracking of structural components due to installation of
hardware is not permitted.
Unless otherwise noted, the installation of specified hardware shall
conform to the truss manufacturers installation instructions and
standard practice.
BUCK ATTACHMENT NOTES
AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH
TO BLOCK WITH 1/4" DIA. TAPCONS INTO C.B.S.
SET AT 6" FROM CORNERS AND AT 12"o.c. MAX.
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.
USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION
SHEATHING NAILING NOTES
Nailine Pattern
Zone 1: 8d at 6"o.c. field & 4"o.c. edges
Zone 2: 8d at 4"o.c. edges & field
Zone 3: 8d at 4"o.c. edges & field
Pneumatic Nails
Pneumatic or mechanicaly driven nails will
be accepted under the following conditions:
Min. nails size 8d or larger ring shank with
Min. shank diameter:.113
Min. Length: 2"
Min. Head Diameter:.280 Full Round
Min. Ring Diameter .012 over shank dia.
Min. 16 to 20 Rings per Inch
Note
Gun nails shall be permitted as an
acceptable fastener from any manufacturer
Wood screws meeting the same size requirement
may be used in lieu of nails without comment
Nailine Schedule
ROOF & FLOOR DIAGRAM
Use sheathing with #8 gun nails at 6"o.c
at supported panel edges and #8 gun
nails at 6"o.c. at intermediate supports.
ROOF SHEATHING TO GABLE END FRAME
Use #8 gun nails at 4"o.c.
EXTERIOR SHEATHING
Use #8 gun nails at 4"o.c. at panel edges
and #8 gun nails at 4"o.c. at panel top and
bottom and 6"o.c. in field
THRESHOLD NOTE
At egress door (see floor plan) the max. hgth.
of the threshold shall be 1/2"
6" C.M.U. WITH CELLS FILLED
I GROUT & (1) #5 VERT.
.EL
P.T. 2 x 6 AT (3) SIDES OF
OPENING, FASTEN TO BLOCK
AS NOTED.
DOOR SIDES
1/2" x 6" REDHEADS WITH MIN.
2" x 1/8" WASHER 12" FROM ENDS
AND 16"o.c. MAX.
DOOR HEAD
1/4" x 2 3/4" TAPCONS STAGGERED
24o.c.
Garage Door Buck Detail
Connector Schedule
Bearing
Truss
Connector
Connector
Tnlss
Point
Uplift
ID
Qnty.
Uplift
Fasteners
1
2472
(1) 5/8" ATR with 12" min.
.a01
MGT
1
3965#
embedment and (22) lOd
13
3134
- P1-`
to girder. Drill and epoxy
ATR in bond beam.
BOS
17
1166
HETA16
1
1810#
(10) Ind x 1 1/2"
8
1152
2 Ply
COl
5
1764
HHETAI6
1
2235#
(10) 10d x 1 1/2"
2
986
HETA16
1
1810#
(10) lostx 11/2"
2 Ply
2
299
HETA16
1
1810#
(10) 1Odx 1 1/2"
C04
1 Ply
13
1848
HHETAI6
1
2235#
(10) Ind 1 1/2"
8
798
HETA16
1
1810#
(10) 1Odx 1 1/2"
8
2477
(1) 5/8" ATR with 12" min.
DOI
MGT
1
3965#
embedment and (22) 1Od
2
2161
2 Ply
to girder. Drill and epoxy
ATR in bond beam.
FGl
6
1469
HHETAI6
1
2235#
(to) lodx 1 12"
2 Ply
4
1007
HETA16
1
I8104
(10) 10dx 1 1/2"
All other
trusses
ALL
<1000
MTS18
1
1000#
(14) 10d x 1 1/2"
to Frame
All other
trusses
ALL
<1810
RETA20
1
1810#
(9) 10d x 1 1/2"
to CBS
Supporting
(4) lOd
Valley
Framing
<250#
VTCR
1
370#
ass
(3) 10d x 1 1/2"
Trusses
T
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 appprove temporary bracing to prevent toppling
of trusses, see MEN.
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
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
i
U
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°ova
c=
o
�pO d
N
PU_1�
a
stucco finish J/
perimeter caulk J/ /
Attach p.t. bucks J
with 8d coil nails al.
12"o.c.
Typ. Alum. window_
jamb or sliding glass
doorjamb
CBS
e Min. 1 1/4" embedment
a at windows and min.
1 1/2" embedment at
Id a a ° ° A. gl. doors
1/4" max. struct. shim
caulk
_attach as per
manufacturers
product approvals
NOTE: Method of attachment and Gunable sealants shall comply with
waterproofing procedures are the ASTM C 920 Class 25 grade or
same at poured leonerete sill. greater for proper joint expansion
and contraction
Coat Bucks with DryLock Waterproofing
after they have been installed and Chaulked
1 Window & Door Flashing Detail at CBS Wall
Includes Buck Attg7hment Method
comer bars at beam
(outside only) (2) corner
bars at footing (min.) -
vert. dowel lapped with
wall reinforcing, all
laps 25" (min.) in grout
filled cell
all comer bars to be the
same size, number, and
spacing as horizontial bars
in footing, beams, and walls
Corner Reinforcing Detail
2 x 4 bottom cord bracing
FAM
10'-0"
Bottom Cord Lateral Bracing
Safe Load Table Notes
1. All values based on minimum 4" nominal bearing.
Exception: Safe loads for unfilled U lintels must
be reduced by 20% if bearing length is less than
6 1/2".
2. N.R. = Not Rated
3. Safe loads are superimposeda] a loads.
allowable 1
4. One #7 rebar may be substituted for two #5
rebar in 8 inch U lintels only.
5. All safe loads in units of pounds per littler foot.
6. All safe loads are based on simply supported span.
7. Safe load ratings based on rational design analysis
per ACI 318 and ACI 530.
MSoreber atop
li,"aa
�,
guru ry of mbv
t bottom Mlintd
....
cevry
Y
i-filled Bmm
w w run
I
CM.
V7
I
P`�"
8F16-lB/1T
ast tt�
"e
11td
5/8'
Y5 rebar
et boom
em Inel Pebarat Pop'
offntelcmv
h,i,m
Lintel Type Designation
Cast Crete Lintel Schedule
Installation Notes
1. Installation of U lintels must comply with architectural
and/or structural drawings.
2. U lintels can be field cut to the required length.
3. Cast in place concrete may be provided in composite
U lintel to lieu of concrete masonry un
its.
s.
4. The exterior surface of U lintels installed in exterior
concrete masonry walls shall have a coating of stucco
applied in accordance with ASTM C-926 or other
approved coating.
5. Concrete masonry units used in composite U lintel shall
be laid in a running bond.
6. Shore composite lintels as required.
7. U lintels are manufactured with a 5 1/2" long notch at
both ends to accomodate vertical cell reinforcing and
grout.
Composite U Lintel Materials
1. Grout per ASTM C476 fg-3000 psi with maximum 3/8
inch aggregate and 8 to 11 inch slump.
2. Rebar per ASTM A615 Grade 60
3. Concrete masonry units (CMU) per ASTM C90 with
minimum net area compressive strength = 1900 psi
4. Mortar per ASTM C270 Type M or S
All Rebar to be #5 Grade 60 min.
MARK
LENGTH OF
LINTEL
ALLOWABLE
GRAVITY LOAD
APPLIED
GRAVITY LOAD
ALLOWABLE
UPLIFT LOAD
APPLIED
UPLIFT LOAD
BEAM SPECS.
L-1
3'-8"
8974
550
4853
358
81724-113/1T
1,2
2'-4"
8974
125
5591
150
8F24-1B/lT
Ira
7-6"
3486
911
2084
775
8F24-1B/lT
L-4
4'-6"
8672
2081
4292
2161
8F24-1B/1T
L-5
4'-8"
8060
1062
3277
483
8RF22-1B/1T
L-6
13'-8"
1697
710
1434
598
024-113/2T
L-7
17-4"
1849
607
1268
697
8F30-lB/1T
1366
200
798
80
8F16-1B/lT
L-9
12'-8"
1 1075
700
1 770
170
8F16-1B/2T
Mim. 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
Alum. window
frame
3/8" continuous bead of
caulk (back bedding) behind_ -
shim to prevent liquid passage
1/4" struct. shim
set flange in continuous
bead of caulk across the
entire face of buck
perimeter caulk
stucco finish
Gunable sealants shall comply with F
a
ASTM C 920 Class 25 grade or
greater for proper joint expansion
and contraction precast
cone. sill
v�
corrosive resistant
Tapcon concrete
srews installed as
specified in window
manufacturers product
approval
0
window sill
Typical Precast Cone. Sill Detail
PRODUCT APPROVAL
Approval
Product
Model Number
Manufacturer
Glass
Attachment Method
Building Rated
Product Rated
Number
Type
Design Pressures
Design Pressures
S.H. Windows
Head: 3" max. from comers & (1) at center. Iambs:
FL# 17499.3
U-Factor: 0.55
] 85 SH
MI Windows
3NN.
3" max. from comers & (2) equals aced at each side of
meeting rail. Use 3/16"Tapcon wit 1 1/4" embedment
+38.7 -50.5
+/- 55.0
S.H.G.C.:.22
N•
into concrete
S.H. Windows
Head: 2" max. from comers & (1) at center. Iambs:
FL# 17499.1
U-Factor: 0.55
185 SH
Mt windows
Impact
2" max. from comets & (2) equal spaced at each side of
meeting rail. Use 3/16" Tapcon with 1 1/4" embedment
+38.7 -50.5
+/- 55.0
S.H.G.C.:.22
into concrete
Fixed Window
Head: 6" max. from corners & 18" max. o.c. all sides
FL# 15349.1
U-Factor: 0.55
185 SH
MI Windows
3116"
Use 3/16" Tapcon with ] I/4" embedment
+40.5 -54.0
+/- 60.0
S.H.G.C.:.22
N'
into concrete
Fixed Window
Head: 3" max. from comers & 13 1/2" max. O.G. all sides
FL# 15349.3
U-Factor: 0.55
185 SH
MI Windows
Impact
Use 3/16" Tapcon with 1 1/4" embedment
+40.5 -54.0
+/_ 55.0
S.H.G.C.:.22
into concrete
Head: 6" max. from comers, (2) each side of meeting rail
3/16"
17"o.c. max. at Head and Sill. Iambs: 6" from corners and
FL# 15332.2
Sliding Glass Dr.
Series 420
MI Doors
ANNr
17"o.c. max. Use 3/16" IEW tapcons with 1 1/4"
+34.4 -37.8
+/- 40.0
embedment into concrete
FL# 15353.2
Mullion
5764
MI Windows
Nr A
Two 1/4" Tapcons per clip with 1 114" embedment into
2 1/2 distance.
+38.7 -50.5
+/- 53.3
concrete with edge
6" from comers & 14.5"o.c. at Iambs. Head and Sill 3" and
FL#: 15037.4
Swing Doors
Fiberglass
Therma-Tin
N.A.
7" from centerline. Use 1/4" Tapcon with 1 1/4" embedment
+38.7 -42.1
+/- 50.0
into concrete
FL#: 8248.7
Garage Door
g
Mode] 8000
Wayne Dalton
Y
N.A.
Jamb Bracket Angle (3) total 5116" x 1 5/8" lag screws. (7) total
+ 20.4 -22.7
+30.0 -33.5
Bracket 8'-O" height (1) 5/ 16" x 1 5/8" lag screws per bracket.
Approval
Product
Model Number
Manufacturer
Attachment Method
Building Rated
Product Rated
Design Pressures
Design Pressures
FL#: 24221.9
Roofing
26 Ga. 5 V Crimp
Dynamic Metals
#10-1 1/2" coorosion resistant fastener with sealing washers 8"o.c. along
corners & 16"o.c. in main field. Typ. at overlap & middle rib
-243.5
FL#: 12856.2
Storm Panels
2S Ga. Steel
Town &Country
1/4" All Points Solid Set Anchor x 7/8" embedment. 2" min. edge distance
+40.5 -54.0
+/-54.0
12"o.c. Top &Bottom
1 1/4" long No. I 1 Gauge Galy. Roofing Nail with frill round head to penetrate
FL#: 13192
Siding
Lap Siding
James Hardie
furring 1" 5 3/8"o.c. Vertical and 8"o.c. Horiz. with 3/8" min. edge distance and a
-42.1
-92.0
max. 2" edge distance
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at. Lucie Coin/
date revision
9/26/18 Roofing
FL. #
drawn
s.l.
checked
st.
date
6/26/18
scale
as noted
job number
18034
sheet
A-4