HomeMy WebLinkAboutBUILDING PLANSElectrical Load Calculations
2118 Living S.F. at 3 VA
6354 watts
Two 20 Amp Appliance Ckts.
3000 watts
One Laundry Cir. @ 1500 watts
1500 watts
One Range
8000 watts
One Dishwasher & One Disposal @
1500 watts each 3000 watts
One Microwave @ 2000 watts
2000 watts
One Water Heater @ 4.5 kw
4500 watts
One Dryer @ 5 kw
5000 watts
One Ref. @ 1500 watts
1500 watts
Three Baths @ 1500 watts each
4500 watts
Well Pump
2050 watts
Water Softner
2500 watts
Total 43,904 watts
First 10 KVA at 100% 10,000 watts
Remainder at 40% 13,562 watts
Total 23,562 watts
One AC Heat at 100% 10,000 watts
Total 33,562 watts
32,562 W / 240 V =139.8 Amps
Use 200A Service
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
(3) #2/0 ('HW) copper
and (1) #4 round (pTHW)
copper in 2' galy. conduit
Pane]:200 AM.C.B• 200Amp
1,o, 3W 40 Circuit Panel
120n40 Volt
disc.
5/8" dia. x 10 (�
long ground I od 3/4" copper
water pipe
Wall
(3) #2/0 (THW) cc
and (1) #4 ground
copper in 2" galy.
F.P.L. service
1 9'-7 13/64" 1L
tie ground wire
to footing rebar
Electrical Riser Diagram
3 1/2" Door Casing
is being installed
throughout
Provide wood backing
at all TV Locations for
Mounting
(2) Phone Jacks
(6) Telephone Jacks
(6) Outside GFI
Owner to confirm
locations at Rough
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Master Bdrm.
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THESE PLANS AND ALL PROPOSED WORK I
ARE SUBJECT TO ANY COIRRECTIONS
REQUIRED BY FIELD INSPECTORS TIIR`T
NIAY BE NECESSARY IN ORD2R TO \
COr0PLY WITH ALL APPLICABLE CODES,
ELECTRICAL LEDGEND
RECESSED LIGHT WITH LENS @ EXTERIOR & WET LOCATIONS
SURFACE MOUNTED LIGHT FIXTURE
F--- ��---�
SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE
UNDER CABINET FLUORESCENT FIXTURE
RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN
,Gi—(mil//J
CEILING FAN
O\v
EXHAUST FAN OUTLET
DOOR CHIMES
bTHERMOSTAT
SMOKE & CARBON
MONOXIDE DETECTOR
$
DUPLEX OUTLET -SWITCHED
�+ TELEVISION
$
DUPLEX OUTLET
-Q TELEPHONE
220 V OUTLET
_W
SWITCH [] PUSH BUTTON
_W
THREE WAY SWITCH -to DIM1%1ER SWITCH
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
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REVIEWED FOR COMPLIANCE
REVIEW BY
DATE � -
PLANS AID PERMIT MUST BE K
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6/26/18
scale
as nmrd
jab number
18034
sheet
A-5
tierevso
SEQ,o1010 t
Pecnttd�0pepa Amer
FIBERGLASS SHINGLES
ON 30# ROOFING FELT
OVER 5/8" C.D.X. PLYWI
SEE CONNECTOR
PRE ENG. WD.
TRUSSES 24"c.c.
ALUM, DRIP EDGE ON
Ix2P.T.ON2x6
CEDARFASCIA-,,
STUCCO
SOFFIT -
LEVEL RETURNS
BY TRUSS MFG.J
0
12
R30 BATT
INSULATION
1/2" D.W.
1 x 4 P.T. BOARD
FIRESTOP
(2) COURSE BOND
2' 0" REBAR FILLED WITH
—H GROUT EACH COURSE
PROVIDE "CASTCRETE"
PRECAST LINTELS ABOVE
ALL OPENINGS
TWO COAT
STUCCO FINISH -
OVER CBS SIDES
AND REAR
HARDIE PLANK SIDING
OVER 1 x 3 P.T. 16"o.c.
FASTEN FURRING WITH 1 3/4"
LONG PIN NAIL WITH .145 DIA.
COVER WITH HOUSE WRAP ON
FRONT ELEVATION
GRADE
8x16x8C.M.U.
WITH #5 VERT. DOWEL
IN GROUT FILLED CELLS
1 x 2 P.T. FURRING 16"o.c.
3/4" INSULATION IiRD.
ON C.B.S. AND 1 x 2
FURRING 16"o.c.
1/2" GYP. D.W.
1 x 4 P.T.
LF-1 4' 0(i0# FIBERMDC CONC.
OVER .006 VAPOR BARRIER
ON CLEAN, COMPACTED,
— — — — — — TERMITE TREATED FILL
Typical Wall Section
scale:3/4" = P-0"
2 x 4 16"c.c. with
(2} top plate with
2 x 4 sill plate &
d
1/2" cAx. pisyh
and ext. fin
pre eng. trusses
wall section
see typ• wall sect.
for roof sheathing
and gosh
H3 with (8)10d
at each truss
truss brng.
eave detail as
per typ. wall
section
O
2 x 2 cunt.
o cv
16d 8"c.c.
see t .wall
sect. for ext.
1/2" c.d.x. plywd.
finish
soffit, painted
5'-0"
concealled
flashing
2 x 4 stud at (4)
corners, from (2)
top plate to bottom
cord of truss, (3)
16d at all framing
intersections
truss btm.
cord
Cupoula Detail
OPTIONAL
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NFL
25 s.h.
Egress L-4
E
10'-4"
g
11'-8"
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10'-0" Ceiling
lo'-0" Ceiling
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Great Room
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10'-0" Ceiling
(3)
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Typ
11 U
48"
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"
2'-4"
2'-4"
2'
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5' 4"
5' 4'
RI hisulatlon
50 g
w.h.
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at Adj. Walls
Pump
8
2'-4"
8 8
2 4
10 -8
4'-8
3'-5
3' 10"
12 -9"
°
Ballard
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36" Tall Alum. Guard
Rail with Vert. 4"o.c
max. with 4 x 4 Alum,
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Attic
with Ladder -- I
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Water
is beinginstalled
Deco. Columns
Softnr.
throughout
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Decking in Attic
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16 SEER
28'-8"
1
2 F-4"
Trane Unit
Floor Plan
8
20 °
8
a.c. cond. on 4"
6 4 T-4"
6-4"
cone, pad. Fasten
scale: 1/4" = 1'-0"
unit to concrete
using die metal
anchor flange by
manufacturer with
-,
25
s.h.
L-4 25
s.h.
EL -typical
1/4" x 3" tapcons
(4) places
0
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Proiect Data
Project Name: Cannon residence
Street Address: XXXX Dyer Road
City: Port St. Lucie
County: St. Lucie
State: Florida
Scope of Work
New one level CBS single family
residence
Design Loads
Roof Live Load: 20.0 p.s.f.
Floor Live Load: 40.0 p.s.f.
Wind Speed: 160 MPH
Wind Importance Factor: 1.0
Building Category: II
Wind Exposure: B
Internal Pressure Coefficent: .18
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
Building Data
Occupancy Type: Group R
Construction Type: V
Number of Stories: One
Project Area: 2969 s.f.
Building Code
2017 Florida Building Code: Residential
2014 National Electric Code NFPA 70
Area Tabulation
Living
2118
Garage
472
Porch
264
Entry
115
Total 2969
Total Cubic Volume: 23,171
Climatic & Geo2ranhic DesiLin Criteria
Weathering: Negligible Termite Area: Very Heavy
Flame Spread Index & Smoke Developed Index
Insulation Flame Spread: Not to exceed 25
Insulation Smoke Developed Index: Not to exceed 450
Wall Finishes: Not greater than 200
Ceiling Finishes: Not greater than 200
Ceramic Tile
Shall be installed in accordance with ANSI A108.1, A108.4, A108.5
A108.6, A108.11, Al1&1, Al18.3, A136.1, & A137.1
Ceramic Tile Backer Board
Material used as backers for wall the in tub & shower areas shall
be Glass Mat gypsum backing panel, Fiber reinforced gypsum panels,
Nonasbestos fiber cement backer board, or Nonasbestos Fiber mat
reinforced cementitious backer units installed per manufacturers specs.
Gypsum Board &Gypsum Panel Products
Materials and accessories shall conform to ASTM C22, C475, C514, C1002
C1047, C1177, C1178, C1278, C1396 or C1568 and shall be installed in accordence
with the provisions of Section R702.3.1 FBC. Adhesives for the installation gypsum
board & Panel products shall conform to ASTM C557.
Bottom Cord
of Truss
0.00'�F
plate
yp. d.w.
is 24"o.c.
ad Grade
�3.L sill plate
base
1 Hard Coil
12"o.c. max.
Concrete
Foundation
Interior Wall Section
2" dia. Galy
Pipe
Set ballard 12"
from appliance
Galy.
(4) 1/4" x 2 1/4"
Tapeons
Galy. Cap
Typical Cone.
Foundation
Bollard Detail
scale: 1" = F-0"
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6/26/18
scale
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job number
18034
sheet
A-1
2
0
50'-0"
15'-0"
35'-0"
4'-9" 6-10" 3'-5"
22'-0"
13'-0"
9'-8"
4'-10"
4'-Y
3'-11"
❑
a IUD
F-1
..
F-1 10
° F-1
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12'-4"
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OVER .006 VAPOR BARRIER
ON CLEAN, COMPACTED,
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15" 7'-10" 1'-7"
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10'-8"
4'-8"
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Foundation & Footing
Plan
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scale: 1/4" = F-O"
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4-5"
3'-10"
3'-6"
3'-10" 4'-5"RT
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No
F-1
F-2
F-5
18" x 16" mono. footing
18" x 16" mono. footing
with (2) #5 rebar Cont.
with (2) #5 mbar cunt.
and curb
18" x 16" mono. footing
with (2) #5 rebar cont.
8
4" to 6"
----
4„
16"
4"
4.,
16"
8„
18"
18"
18"
MONO. EDGE FOOTING
CURB FOOTING
INTERIOR STEP FOOTING
AT GARAGE
F-3
F-4
8" x 8" mono. footing
Recess 4" at Shower
with (1) #5 rebar cont.
8"
4„ 4,
4" 4"
'
H" 16"
18"
TYP. SHOWER
THICKENED EDGE
RECESS
GENERAL FOUNDATION NOTES
Concrete shall be a minimum of 4" thick over clean, compacted,
termite treated fill and 6 mil polyethylene vapor barrier.
If concrete slab contains 6" x 6" 10/10 W WM provide 1" coverage
Concrete shall have at minimum compressive strength of not less
than 3,000 p.s.i.
AU 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 footin$,s 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 superceded 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
2" v.t.r.
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1 1/2: a !
4"
,.
4"
i�� ~ewer
C stem
SHWR.
W.C. LA
T l is
Plumbing contractor to provide a
water hammer & shut off valve at
each fixture
Insulate all hot wafer lines
Plumbing Riser Diagram
FORMWORK & SHORING
No structural concrete shall be stripped until it has reached at least 80% of
the 28 day design strength.
Design, Erection, & Removal of all formwork, shores, & reshores shall meet
meet the ACI Standards 347 and 301
Contractor to verify all building setbacks prior to the start of construction.
A formboard survey shall be submitted to the building department for
approval prior to pouring concrete.
SOIL STATEMENT:
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%
compaction.
If the contractor encounters, while digging the foundation, any
discrepancy to suggest the soil may be inadecuate, he must
immediately- report it to the owner and the Architect or Engineer
so as to order a soil boring test.
Dowel Rod Repair Note
In the event vertical steel has been omitted from the down
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 TO"
to
anchor the #5 rebar in place. Use either "Hilts C-100" or
Simpson Epoxy -Tie.
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" or less shall have a slope of 1/4" per
foot Minimum.
r.
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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.
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6W18
scale
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job number
18034
sheet
A-2
Roof Wind Zones
Gross pressures are for windows, doors, framing,
roofing, and other building components and cladding.
Roof Zones: 1 thru 3
Wall Zones: 4 and 5
Rear Elevation
scale: 1/4" = 1'-0"
Wind Zones -Walls
Right
scale: 1/4" = 1
Left
scale. 1 W
■
0
1+0
M.42.1
Hardie Plank 6" x 2" Smooth Stucco
Elevation Siding /% Bands at corners and
Two Coat Stucco
Finish over CBS
levation
1'-0"
I4+38.7 +38.7
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Bands Typical at corners,
windows, doors and
Freize Bands along
Soffit
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Front Elevation
scale: 1/4" = 1'-0"
drawn
sJ.
checked
s,1.
date
6/26/18
scale
as noted
job number
18034
sheet
A-3
`J
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 1/2" 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 (AISC), 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 galv. 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 trusses as follows:
Felt underlayment (min. ASTM 0 226 Type B) with 4" min. side and
end laps, fasten with coorosion resistant annular ring shank nails
at 6"o.c. in laps and in stag ered rows spaced 12"o.c. in field.
If roof pitch is < 4/12 install (2) layers 15# felt.
If roof pitch is 4/12 or 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 are to be pre -manufactured assemblies provided by
a licensed wood truss fabricator with seperate drawings and data
prepared for actual project conditions by a Florida registered
professional engineer certified for truss design. Any deviation from
the proposed plans as shown regarding placement or bearing shall
be brought to the attention of the truss engineer prior to fabrication
of the trusses, The truss manufacturer's car ' lied layout 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.S.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
Nailing Pattern
Zone 1: 8d at 6"o.c. Geld & 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:mechanical driven nails will
be accepted under the following conditions:
Min. nails size 8d or largger ring shank with
Min. shank diameter:.I 3
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 shal bejiermitted as an
acceptable fastenex from any manufacturer
Wood screws meeting the same size requirement
may be used in lieu of nails without comment
Nailing Schedule
ROOF & FL(kOR 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"
S" x 16" C.M.U. WITH CELLS FILLED
WITH GROUT & (1) #5 VERT.
E
:. DOWEL
P.T. 2 x 6 AT (3) SIDES OF
OPENING, FASTEN TO BLOCK
A5 NOTED.
j DOOR SIDES
I
I i 1/2" x 6" REDHEADS WITH MIN.
2" x 1/8" WASHER 12" FROM ENDS
AND 16"o.c. MAX.
I �
y DOOR HEAD
1/4" x 2 3/4" TAPCONS STAGGERED
24"o.c.
Garage Door Buck Detail
Connector Schedule
Truss
Bearing
Truss
Connector
Qnty.
Connector
Fasteners
Point
Uplift
ID
Uplift
1
2472
(1) 5/8" ATR with 12" min.
A01
MGT
1
39654
embedment and (22) 1Oil
13
3134
PLY
to girder. Drill and epoxy
ATR in bond beam.
B08
17
1166
RETA16
1
1810#
(10) 10d x 1 1/2"
S
1152
HY
COl
5
1764
HHETAI6
1
22350
(10) 10d x 1 1/2"
2
986
HETA16
1
1810#
(10) 1Od x 1 1/2"
Ply
2
299
HEFA16
1
1810#
(10)1Od x.11/2"
C04
t3
1848
HHETAI6
1
2235#
(10) 10d x 1 1/2"
1 Ply
8
798
HETA16
1
1810#
(10) 10d x 1 1/2"
8
2477
(1) 5/8" ATR with 12" min.
DOl
MGT
1
3965#
embedment and (22) 1Od
2
2161
!,Ply
to girder. Drill and epoxy
ATR in bond beam.
FGl
6
1469
HHETAI6
1
2235#
(10) 10d x 1 W"
Ply
4
1007
HETA16
1
1810#
(10) 10dx 1 1/2"
Alother
tr
sses
ALL
<1000
MTS18
1
1000#
(14) 10d x 1 1/2"
to
rrarne
A
other
In
sses
ALL
<1810
HETA20
1
1810#
(9) 1Oil x 1 1/2"
to
CBS
Supporting
(4) lOd
alley
Framing
<250#
VTCR
1
370#
Valley
(3) I Oil x 1 1/2"
T
asses
Truss
Notes:
Do not substitute connectors
Do not sheath trusses before all straps are in place
Ati ach valley trusses and piggy back trusses, if present,
to inain trusses per truss manufacturer drawing.
Tri iss to truss connection by truss company, installed
pei manufacturers specs.
La oral forces perpendicular and parallel to wall has been
considered ,(less than 300 p.l.f.)
Co itractor to approve temporary bracing to prevent toppling
of russes, see HIB-9.
Oter specs, if different from above, have priority.
A. .R. = All Treaded Rod
D 11 and Epoxy Set all A.T.R.
Us either "Hilti" C-100 or Simpson Epoxy Tie Epoxy
q 4i
3/8" contim
caulk (back
buck to Drei
is bead of
dding) behind
It liquid passage
set flange i4 continuous
bead of caulk across the
entire face dif buck -.
CBS
Min. 1 1/4" embedment
a at windows and min.
o
a
° : 1 1/2" embedment at
',•
°
d sl. gl. doors
Cal
O°
a E
o
e
U
L y
°
b°
` 1/2" drywall
A
ro=
c I /
tucco finish /
pe imeter caulk
At ch .t. bucks
wi 8dpcoil nails at
12' o.c.
Typ. Alum. window.
jamb or sliding glass
doorjamb
1/4" max. struct. shim
caulk
attach as per
manufacturers
product approvals
'E: Method of attachment and Gunable sealants shall comply with
rproofmg procedures are the ASTM C 920 Class 25 grade or
at poured concrete sill. greater for proper joint expansion
and contraction
Bucks with DryLock Waterproofing
they have been installed and Chaulked
nrinxx/ Qu T7nnr MAchinrr n,-tnil At ('RC Wall
Buck Attachment Method
comer bars at beam
(outside only) (2) comer
bars at footing (min.) -
Vert. dowel lapped with
wall reinforcing, all
laps 25" (min.) in grout
filled cell
0
J9
all corner 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
10'-0"
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 superimposed allowable loads.
4. One #7 rebar may be substituted for two #5
rebar in 8 inch U lintels onl .
Y
5. All safe loads in units of pounds per linier 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.
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batom
qubn ombar
r r¢NlinM
Ciro witla, a! �F fiIIW Bme I aviry
iaI� WIIII
S 16-1B/1T
c�
5/8' »s �a.¢��m �minali �a s°W'�
ofhoed candy kj t,
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 in lieu of concrete masonry units.
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
8F24-1B/lT
L-2
T-4"
8974
125
5591
150
8F24-lB/lT
L-3
T-6"
3486
911
2084
775
8F24-113/1T
L4
4'-6"
8672
2081
4292
2161
8F24-1B/1T
L-5
4'-8"
8060
1062
3277
483
8RF22-lB/lT
L-6
13'-8"
1697
710
1434
598
8F24-1B/2T
L-7
17-4"
1849
607
1268
697
8F30-lB/lT
L 8
11'-0"
1366
200
798
80
8F16-1B/1T
119
12'-8"
1075
700
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
`Bottom Cord Lateral Bracing
Gunable sealants shall comply with
ASTM C 920 Class 25 grade or v. °
greater for proper joint expansion
and contraction precast
FILE COPY cone. sill
corrosive resistant
Tapcon concrete
srews installed as
specified in window
manufacturers product
approval
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. Jambs:
( )
U-Factor: 0.55
185 SH
MI Windows
3116"
3" max. from comers & (2) equal spaced at each side of
Use 3/16" Tapcon 1 1/4"
+38.7 -50.5
FL# 17499.3
ANN.
meeting, rail. with embedment
+/- 55.0
S.H.G.C.:.22
into concrete
S.H. Windows
Head: 2" max. from comers & (1) at center. Jambs:
FL# 17499.1
U-Factor: 0.55
185 SH
MI Windows
Impact
2" max. from corners &12) equal spaced at each side of
meeting rail. Use 3/16" Tapcon with 1 1/4" embedment
+38.7 -50.5
+/- 55 fl
S.H.G.C.:.22
into concrete
Fixed Window
Head: 6" max. from comers & 18" max. O.C. all sides
FL# 15349.1
U-Factor: 0.55
185 SH
MI Windows
3/16"
Use 3/16" Tapcon with 1 IA"
+40.5 -54.0
+/- 60.0
S.H.G.C.:.22N'
into concrete
Fixed Window
Head: 3" max. from comers & 13 1/2" max. o.c. 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.O.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. Jambs: 6" from comers and
FL# 13332.2
Sliding Glass Dr.
Series 420
MI Doors
ANN.
17"o.c. max. Use 3/16" ITW tapeons with 1 1/4"
+34.4 -37.8
+/-40.0
embedment into concrete
FL# 15353.2
Mullion
5764
MI Windows
NA,
Two 1/4" Tapcons per clip with 1 1/4" embedment into
concrete wi h 2 1 /2pedge distance.
+38.7 -50 5
+/- 53.3
6" from corners & 14.5"o.c. at Jambs. Head and Sill 3" and
FL#: 15037A
Swing Doors
Fiberglass
Therma-Tin
N.A.
7" from centerline. Use 1/4" Tapcon with 1 1/4" embedment
+38.7 -42.1
+/- 50D
Unto concrete
FL#: 8248.7
Garage Door
g
Model 8000
Wa ne Dalton
Y
N.A.
Jamb Bracket Angle (3) total 5/16" x 15/8" lag screws. (7) total
+20.4 -22.7
+30.0 -33.5
Bracket T-O" height (1) 5/16" x 1 5/8" lag screws per bracket.
Approval
Product
Model Number
Manufacturer
Attachment Method
Building Rated
Product Rated
Number
Design Pressures
Design Pressures
FL#: 5444.1
Roofing
4Tab Shingles
CertainTeed
(6)11/4" roofing nails per shingle
FL#: 12856.2
Storm Panels
28 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. 1 I Gauge Galv. Roofing Nail with full round head to penetrate
FL#: 13192
Siding
Lap Siding
James Hardie
furring I" 5 3/8"o.c. Vertical and 8"o.c. Horiz. with 3/8" min. edge distance and h
-42.1
_92.0
max. 2"edge . distance
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drawn
s.l.
checked
s.1.
date
b/26/18
scale
as noted
job number
18034
sheet
A-4
t