HomeMy WebLinkAbout6251 Fort King Rd (5)Alliance Church of .7.ephyrhills
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Site Indicator Map:
CODE DATA:
OCCUPANCY CLASSIFICATION: ASSEMBLY GROUP A
TYPE OF CONSTRUCTION: TYPE IIIB ( LEVEL II ALTERATION)
NUMBER OF STORIES:
BUILDING MATERIAL:
BUILDING HEIGHT:
1
CONCRETE BLOCK
21.751
�4 Eel 11111
SCHEDULE OF DRAWINGS:
01 -
FLORIDA
BUILDING CODE 2010 EDITION
C1 -
02 -
FLORIDA
MECHANICAL CODE, 2010 EDITION
131 _
03 -
FLORIDA
PLUMBING CODE, 2010 EDITION
04 -
NATIONAL
ELECTRIC CODE, 2008 EDITION
B2
05 -
FLORIDA
ENERGY CODE, 2010 EDITION
S1 -
06 -
FLORIDA
FIRE PREVENTION CODE, 2010 EDITION
NFPA 1 UNIFORM
FIRE CODE CODE, 2009 EDITION
S2 -
07 - NFPA 101, LIFE SAFETY CODE, 2009 EDITION
08 - FLORIDA ACCESSIBILITY CODE FOR BUILDING
CONSTRUCTION, 2010 EDITION
SUMMARY: FBC 2010 EDITION (UNLESS OTHERWISE NOTED)
UNLESS OTHERWISE NOTED)
Engineer:
HANSON & HEADLEA
PROFESSIONAL ENGINEERS
ENGINEERING BUSINESS NO. EB6450
THOMAS L. HANSON GARY L. HEADLEY
FL PE NO. 38654 FL PE NO. 16119
P.O. BOX 1728 4811 S. PLEASANT GROVE RD.
DADE CITY, FL 33526 INVERNESS, FL 34452
(352) 521-5848 (352) 726-2332
COVER SHEET
ELEVATION PLANS
FLOOR PLAN
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1 of - PRODUCT APPROVAL INFORMATION
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MINIMUM THICKNESS OF WEATHER COVERINGS
COVERING TYPE
MINIMUM THICKNESS
(inches)
Adhered masonry veneer
025
Aluminum siding
0.019
Anchored masonry veneer
2.625
Asbestos -cement boards
0.125
Asbestos shingles
0.156
Cold -rolled copper
0.0216 nominal
Copper shinglesd
0.0162 nominal
Exterior plywood (with sheathing)
0.313
Exterior plywood (without
sheathing)
See Section 2304,E
Fiber cement lap siding
0.25 c
Fiber cement panel siding
0.25 c
Fiber cement panel siding
0.25 c
Fiberboard siding
.05
Glass -fiber reinforced concrete
panels
0375
Hardboard siding c
.025
High -yield copperd
0,0162 nominal
Lead -coated copperd
0,0216 nominal
Lead -coated high -yield copper
0.0162 nominal
Marble slabs
I
Particleboard (with sheathing)
See Section 2304,6
Particleboard (without sheathing)
See Section 2304,6
Precast stone facing
0.625
Steel (approved corrosion resistant)
0.0149
Stone (cast artificial)
1.5
Stone (natural)
2
Structural glass
.344
Stucco or exterior Portland cement
plaster
Three -coat work over:
Metal plaster base
0.875 b nominal
Unit masonry
0.625 b nominal
Cast -in -place or precast concrete
0,625 b nominal
Two -coat work over:
Unit masonry
0.5 b nominal
Cast -in -place or precast concrete
0.375 b nominal
Terra Gotta (anchored)
1
Terra cotto (adhered)
0.25
Vinyl siding
0.035
Wood shingles
0,375
Wood siding (without sheathing)
0.5
Lead -coated copper d
0,0216 nominal
For SI: 1 inch = 25.4 mm.
a. Wood siding of thicknesses less than 0,5 inch shall be placed over
sheathing that conforms to Section 2304.6.
b. Exclusive of texture.
C, As measured at the bottom of decorative grooves.
1/4" TOOLED JOIN1
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N.T.5.
1403.E In order to provide for inspection for termite infesta-
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Exceptions:
1. Faint or decorative cementitious finish less than 5/5
inch (I1.I mm) thick adhered directly to the masonry
Foundation sidewall.
2. Access or vehicle ramps which rise to the interior finish
Floor elevation for the width of such ramps only.
3. A 4-inch (102 mm) inspection space above patio and
garage slabs and entry areas.
4. if the patio has been soil treated for termites, the finish
elevation may match the building interior finish floor
elevations on masonry construction only.
5. Masonry veneers.
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TABLE R1405.2
MINIMUM THICKNESS OF WEATHER COVERINGS
COVERING TYPE
MINIMUM THICKNESS
(inches)
Adhered masonry veneer
.025
Aluminum siding
0.019
Anchored masonry veneer
2.625
Asbestos —cement boards
0.125
Asbestos shingles
0.156
Cold —rolled copper
0.0216 nominal
Copper shinglesd
0.0162 nominal
Exterior plywood (with sheathing)
0.313
Exterior plywood (without
sheathing)
See Section 2304.6
Fiber cement lop siding
0.25 c
Fiber cement panel siding
0.25 c
Fiber cement panel siding
0.25 c
Fiberboard siding
05
Glass —fiber reinforced concrete
panels
0375
Hardboard siding c
025
High —yield copperd
0.0162 nominal
Lead—cooted copperd
0.0216 nominal
Lead —coated high —yield copper
0.0162 nominal
Marble slabs
1
Particleboard (with sheathing)
See Section 2304.6
Particleboard (without sheathing)
See Section 2304,E
Precast stone facing
0.625
Steel (approved corrosion resistant)
0.0149
Stone (cast artificial)
1.5
Stone (natural)
2
Structural glass
.344
Stucco or exterior Portland cement
plaster
Three —coat work over:
Metal plaster base
0,875 b nominal
Unit masonry
0.625 b nominal
Cast —in —place or precast concrete
0.625 b nominal
Two —coat work over:
Unit masonry
0.5 b nominal
Cast —in —place or precast concrete
0,375 b nominal
Terra cotto (anchored)
1
Terra cotto (adhered)
0.25
Vinyl siding
0.035
Wood shingles
0.375
Wood siding (without sheathing)
0.5
Lead—cooted copper d
0.0216 nominal
For SI: 1 inch = 25.4 mm.
a. Wood siding of thicknesses less than 0.5 inch shall be placed over
sheathing that conforms to Section 2304.6.
b. Exclusive of texture,
C. As measured at the bottom of decorative grooves.
12
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1403.1 In order to provide For inspection For termite inFesta-
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grade on the exterior of a building shall not be less than ro inches
(152 mm).
Exceptions:
1. Paint or decorative cementitious Finish less than 5/8
inch (I1.1 mm) thick adhered directly to the masonry
foundation sidewall.
2. Access or vehicle ramps which rise to the interior Finish
floor elevation For the width of such ramps only.
3. A, 4-inch (102 mm) inspection space above patio and
garage slabs and entry areas.
4. if the patio has been soil treated For termites, the Finish
elevation may match the building interior Finish Floor
elevations on masonry construction only.
5. Masonry veneers.
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TABLE R 1405. 2
MINIMUM THICKNESS OF WEATHER COVERINGS
COVERING TYPE
MINIMUM THICKNESS
(inches)
Adhered masonry veneer
.025
Aluminum siding
0.019
Anchored masonry veneer
2.625
Asbestos —cement boards
0,125
Asbestos shingles
0.156
Cold —rolled copper
0.0216 nominal
Copper shinglesd
0.0162 nominal
Exterior plywood (with sheathing)
0.313
Exterior plywood (without
sheathing)
See Section 2304.6
Fiber cement lap siding
0.25 c
Fiber cement panel siding
0.25 c
Fiber cement panel siding
0.25 c
Fiberboard siding
.05
Glass —fiber reinforced concrete
panels
0375
Hardboard siding c
.025
High —yield copperd
0.0152 nominal
Lead —coated copperd
0.0216 nominal
Lead —coated high —yield copper
0,0162 nominal
Marble slabs
1
Particleboard (with sheathing)
See Section 2304.6
Particleboard (without sheathing)
See Section 2304.6
Precast stone facing
0.625
Steel (approved corrosion resistant)
0.0149
Stone (cast artificial)
1.5
Stone (natural)
2
Structural glass
.344
Stucco or exterior Portland cement
plaster
Three —coat work over:
Metal plaster base
0.875 b nominal
Unit masonry
0.625 b nominal
Cast —in —place or precast concrete
0.625 b nominal
Two —coat work over:
Unit masonry
0.5 b nominal
Cast—in—ploce or precast concrete
0.375 b nominal
Terra cotto (anchored)
1
Terra cotto (adhered)
0.25
Vinyl siding
0.035
Wood shingles
0.375
Wood siding (without sheathing)
0.5
. Lead —coated copper d
0.0216 nominal
For SI: 1 inch = 25.4 mm.
a. Wood siding of thicknesses less than 0,5 inch shall be placed over
sheathing that conforms to Section 2304.6,
b. Exclusive of texture.
C. As measured at the bottom of decorative grooves.
12
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TOTAL AG SPACE: 8131 SF
FORTE-GOG�4ERE: 5-11 SF
TOTAL : 8l08 5F
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PLAN
INm =
DOOR SIZE FEET (HGT. io'-8"
UNLESS NOTED OTHERWISE)
DOOR SIZE INCHES
PH
PRE -HUNG (PH) or WRAP (W)
or POCKET (PKT)
WINDOW SIZE
34 SH
® PLATE HGT. -0 Io'-8" A.F.F.
PLATE HGT. om 12'-0" A.F.F.
ALL GMU WALLS CONSIDERED SHEAR WALL
CELL POURED SOLID w/ (1)*5
FROM FTG. TO BOND BEAM
• TIE MAX BOLTS v ro'-0" O.G. 4
12" FROM ANY CORNER
FRAMING NOTES:
ALL INTERIOR DIMENSIONS ARE GIVEN TO
THE INDICATED CENTER OF THE STUD UNLESS
NOTED OTHERWISE.
ALL EXTERIOR DIMENSIONS ARE GIVEN TO
THE FACE OF THE STUD OR FACE OF BLOCK
(AS APPROPRIATE) WHICH LINES WITH THE
FOUNDATION BELOW.
ALL WOOD IN CONTACT WITH CONCRETE OR
MASONRY SHALL RE PRESSURE TREATED OR
APPROVED CEDAR, OR HAVE 15 LB. FELT
BARRIER.
SEE SHEETS - 51, 52 AND ADDITIONAL "5" SHEETS
FOR ADDITIONAL STRUCTURAL DETAILS /NOTES
SECTION R602
WOOD WALL FRAMING
R602.1.1
Identification. Load -bearing dimension lumber
for studs, plates and headers Shall be
identified by a grade mark of a lumber
grading or inspection agency that has been
approved by an accreditation body that
complies with DOC PS 20. In lieu of a grade
mark, a certification of inspection issued by a
lumber grading or inspection agency meeting
the requirements of this section shall be
accepted.
R(002.1.1.1
End -jointed lumber. Approved end -Jointed
lumber identified by a grade mark conforming
to Section Rro02.1,1 may be used
interchangeably with solid -sawn members of
the same species and grade.
R602.1.2 Structural glued laminated timbers.
Glued laminated timbers shall be manufactured
and identified as required in AIT . A1SO.1 and
ASTM D 3137,
R602.2.1 Stud grade, Studs shall be a minimum
No. 3, standard or stud grade lumber.
Exception- Bearing studs not supporting
floors and nonbearing studs may be utility
grade lumber, provided the Studs are spaced
in accordance with Table R602.2(5).
EX. SANCTUARY/OFFICES: 5131 5F
PROF. FOYER: 74(o SF
TOTAL AC SPACE: 8883 SF
PROP. FORTE - COCIr4E RE : 414 SF
TOTAL
e2SI 5F
SECTION 2406
SAFETY GLAZING
2406,1 Human impact loads. Individual glazed areas, including glass mirrors, in hazardous locations as defined in Section 2406.4 shall
comply with Sections 2406,1.1 through 2406.1,4.
2406.1.1 Impact test. Except as provided in sections 2406.12 through 2406.1.4, all glazing shall pass the impact
test requirements or '--action 24062.
2406.12 Plastic glazing. Plastic glazing shall meet the weathering requirements of ANSI Z91.1.
2406,13 Glass block Glass -block walls shall comply with Section 2101.2.5.
2406.1.4 Louvered windows and jalousies. Louvered windows and jalousles shall comply with Section 2403.5.
TABLE 24062(U
MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING C1`5C 16 CFR 1201
GLAZING IN
GLAZED PANELS
GLAZED PANELS
DOORS AND
ENCLOSURES
SLIDING GLASS
EXPOSED SURFACE
STORM OR
GLAZING IN
REGULATED BY
REGULATED BY
REGULATED BY
DOORS PATIO
AREA OF ONE SIDE OF
COMBINATION
DOORS
ITEM I OF
ITEM 6 OF
ITEM 5 OF
TYPE
ONE LITE
DOORS
(Category class)
SECTION 24063
SECTION 2406.3
SECTION 2406.3
(Category
(Category class)
(Category class)
(Category class)
(Gatagory class)
class)
9 square Feet or less
i
I
No requirement
I
If
II
More than 9 square Feet
II
II
II
ull
II
II
For 51: 1 square Foot = 0.09292
TABLE 24062(2)
MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z91.1
EXPOSED SURFACE
GLAZING PANELS REGULATED BY
GLAZING PANELS REGULATED
DOORS AND ENCLOSURES REGULATED
AREA OF ONE SIDE OF
ITEM 'I OF SECTION 2406.4
BY ITEM 6 OF SECTION 2406.4
BY ITEM 5 OF SECTION 2406.0
ONE LITE
(Category class)
(Category class)
(Category class)
9 square Fact or less
No requirement
g
A
More than 9 square feet
A
A
A
For 51: 1 square Foot = 0.09292
a. Use is only permitted by the exception to Section 2406.2
2406.2 Impact test. O-ere required by other sections of this code, glazing shall be tested in accordance with CPSC 16 CPR 1201,
Glazing shall comply with the test criteria For Category I or II as Indicated In Table 2406.20U.
Exception: Glazing not in doors or enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers shall be permitted
to be tested in accordance with ANSI Z971.1. Glazing shall comply with the test criteria for Class A or B as Indicated in Table
2406,2(2 ),
2406.3 Identification of safety glazing. Except as Indicated in Section 24063,1, each pane of safety glazing Installed in hazardous
locations shall be identified by a manufacturer's designation specifying who applied the designation, the manufacturer or installer and
the safety glazing standard with which it complies, as well as the information specified in section 2403.1. The designation shall be acid
etched, sand blasted, ceramic fired, laser etched, embossed or of a type that ones applied, cannot be ramoveol without being
destroyed.Alabel as defined In section 202.1 and meeting the requirements of this section shall be permitted in lieu of the
manufacturer's designation.
Exceptions+
I. For other than tampered glass, manufacturer's designations are not required, provided the building official approves the us's
of a certificate, affidavit or other evidence confirming compliance with this code.
2. Tempered spandrel glass is permitted to be Identified by the manufacturer with a removable paper designation
2406.3.1 Multi -pane assemblies. Multi -pane glazed assemblies having Individual panes not exceeding I square Foot (0.09 m2) in exposed
areas shall have at least one pane in the assembly marked as indicated in Section 2406.3. Other panes in the assembly shall be marked
11CP5C 19, CFR 1201" or "ANSI Z91.1," as appropriate.
2406A Hazardous locations. The following shall be considered specific hazardous locations requiring safety glazing materials:
1. Glazing in swinging doors except jalousies (see section 2406.4.1).
2. Glazing in fixed and sliding panels of sliding door assemblies and panels in sliding and birold closet door assemblies.
3. Glazing in storm doors.
4. Glazing in unframed swinging doors.
5. Glazing In doors and enclosures For hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a
building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) above
a standing surface.
6. Glazing in an individual Fixed or operable panel adjacent to a door where the nearest exposed edge of the glazing is within a
24-Inch (610 mm) arc of elther vertical edge of the door In a closed position and where the bottom exposed edge or the glazing
is less than 60 inches (1524 mm) above the walking surface,
Exceptional
I. Panels where there is an intervening wall or other permanent barrier between the door and glazing.
2. where access through the door is to a closet or storage area 3 Feet (914 mm) or ]see in depth.
Glazing In this application shall comply with Section 2406,4, Item 1.
3. Glazing in walls perpendicular to the plane of the door In a closed position, other than the wall towards which the door swings
when opened, in one- and two-family dwallings or within dwelling units in Group R-2.
1. Glazing in an individual fixed or operable panel, other than in those locations described In preceding Items 5 and 6, which meets all
of the following conditions:
I.I. Exposed area of an Individual pane greater than 9 square Feet (0,54 m2)2:
12. Exposed bottom edge less than IS inches (451 mm) above the floors
1.3. Exposed top edge greater than 36 inches (914 mm) above the floor± and
1.4. One or more walking surface(s) within 36 Inches (S14 mm) horizontally of the plane of the glazing.
Exception: Safety glazing for Item 1 is not required for the following installations:
1. A protective bar II/2 inches (35 mm) or more In height, capable of withstanding a horizontal load of 50 pit (130 N/m)
without contacting the glass, is installed on the accessible sides of the glazing 34 Inches to 38 inches (864 mm to 965
mm) above the floor.
2. The outboard pane in insulating glass units or multiple glazing where the bottom exposed edge or the glass is 25 feet
(1620 mm) or more above any grade, roof, walking surface or other horizontal or sloped %within 45 degrees (0,16 rad)
of horizontals surface adjacent to the glass exterior.
6. Glazing In guards and railings, Including structural baluster panels and nonstructural In -rill panels, regardless of area or height
above a walking surface.
S. Glazing in walls and Fences enclosing indoor and outdoor swimming pools, hot tubs and spas where all of the Following conditions
are present:
9.1. The bottom edge of the glazing on the pool or spa side is less than 60 inches (1524 mm) above a
walking surface on the pool or spa side or the glazingt and
9.2. The glazing is within 60 inches (1524 mm) horizontally of the water's edge of a swimming pool
or spa.
10. Glazing adjacent to stairways, landings and ramps within 36 inches (914 mm) horizontally of a walking surFacef when the exposed
surface of the glass Is less than 60 Inches (1524 mm) above the plane of the adjacent walking surface.
11. Glazing adjacent to stairways within 60 inches (1524 mm) horizontally of the bottom tread or a stairway in any direction when
the exposed surface of the glass is less than 60 inches (1524 mm) above the noes of the tread.
Exception: Safety glazing for Item 10 or 11 is not required For the following installations where:
I, The side of a stairway, landing or ramp which has a guard or handrail, Including balusters or
in -fill panels, complying with the provisions of Sections 1013 and 1601,1i and
2. The plans or the glass is greater than 18 inches (451 mm) From the railing.
2406.4.1 Exceptions. The Following products, materials and uses shall not be considered specific hazardous locations:
I. Openings in doors through which a 3-Inch (16 mm) sphere is unable to pass.
2. Decorative glass in Section 2406.4, Item I, 6 or 1.
3. Glazing materials used as curved glazed panels In revolving doors.
4. Commercial refrigerated cabinet glazed doors.
5. Glass -block panels complying with Section 2101.2.5.
6. Louvered windows and jalousles complying with the requirements of section 2403.5.
1. Mirrors and other glass panels mounted or tvng on a surface that provides a continuous backing support.
2406.5 Fire department access panels. Fire department glass access panels shall be or tempered glass. For insulating glass units, all
panes shall be tempered glass.
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MESH REINFORCING REQUIRED
TPROUGI-1OUT THE CONCRETE SLAB
OR SYNTHETIC FIBER
REINFORCEMENT PER SECTION 1910.2,
2001 FLORIDA BUILDING CODE
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SECTION 1910
MINIMUM SLAB PROVISIONS
1910.1 General. The thickness of concrete floor slabs supported directly on the ground shall not be less
than 31/2 inches (89 mm). A 6-mil (0.006 inch; 0.15 mm) polyethylene vapor retarded with joints lapped not
less thon 6 inches (152 mm) sholl be placed between the base course or sub grade and the concrete floor
slab, or other approved equivalent methods or materials shall be used to retard vapor transmission through
the floor slab.
Exception: A vapor retarded is not required:
1. For detached structures accessory to occupancies in Group R-3, such as garages, utility buildings or
other unheated facilities.
2. For unheated storage rooms having an area of less than 70 square feet (6.5 m2) and carports attached to
occupancies in Group R-3.
3. For buildings of other occupancies where migration of moisture through the slab from below will not be
detrimental to the intended occupancy of the building.
4. For driveways, walks, patios and other flat work which will not be enclosed at a later date.
5, Where approved based on local site conditions.
1910.2 Joints. Concrete slabs on ground sholl be provided with joints in accordance with ACI 224.3R or
other approved methods. Joints shall be designed by on architect or engineer.
Exception: Joints are not required in unreinforced plain concrete slabs on ground or in slabs for one -and
two-family dwellings complying with one of the following:
1. Concrete slabs on ground containing synthetic fiber reinforcement. Fiber lengths and dosage amounts
shall comply with one of the following
(a) Fiber lengths shall be 1/2 inch to 2 inches (13 to 51 mm) in length, Dosage amounts shall be from 0.75
to 1.5 pounds per cubic yard (0.45 to 0.89 kg/m3) in accordance with the manufacturer's recommendations.
Synthetic fibers shall comply with ASTM C 1116. The manufacturer or supplier shall provide certification of
compliance with ASTM C 1116 when requested by the building official; or,
(b) Fiber length shall be from 1/2 inch to 2 inches (13 mm to 51 mm) in length, monofiloment or fabricated.
Dosage amounts shall be from 0.5 to 1.5 pounds per cubic yard (0,30 to 0.89 kg/m3) to achieve minimum 40
percent reduction of plastic shrinkage cracking of concrete versus a control mix in accordance with ICBO
AC32. Independent test results using minimum (6) test specimens shall be provided to the building official
showing compliance with ICBO A32. Synthetic fiber shall comply with ASTM C 1116, Paragraph 4.1.3, Type III.
The manufacturer or supplier shall provide certification of compliance with ASTM C 1116 when requested by
building official.
2. Concrete slabs on ground containing 6 x 6 W1.4 x W1,4 welded wire reinforcement fabric located in the
middle to the upper one-third of the slab. Welded wire reinforcement fabric shall be supported with
approved materials or supports at spacings not to exceed 3 feet (914 mm) or in accordance with the
manufacturer's specificotions. Welded plain wire reinforcement fabric for concrete shall conform to ASTM A
185, Standard Specification for Steel Welded Wire Reinforcement Fabric, Plain, for Concrete Reinforcement.
ALL CMU WALLS CONSIDERED SHEAR WALL I
■ CELL POURED SOLID w/ (I)*15
FROM FTG. TO BOND BEAM
- CONTROL JOINT (SAW CUT)
100.00' FINISHED FLOOR ELEVATION
(ASSUMED DATUM)
C TIE MAX BOLTS a E'-O" O.C. d
12" FROM ANY CORNER
B WINDOW OR DOOR OPENING
LOCATIONS
THE BUILDER SHALL VERIFY THAT THE
FOUNDATION BEARING SOIL HAS A
MINIMUM LOAD CARRYING CAPACITY OF
2,000 POUNDS PER SQUARE FOOT, IF A
LE55 SOIL BEARING CAPACITY EXISTS,
OBTAIN THE ENGINEER'S RESPONSE
BEFORE POURING FOUNDATION FOOTING,
AS FOUNDATION REVISIONS WILL BE
REQUIRED.
SECTION 181(o
TERMITE PROTECTION
I81(o.l Termite protection. Termite protection shall be provided
by registered termiticides, including soil -applied pesticides,
baiting systems and pesticides applied to wood, or other
approved methods of termite protection labeled for use as a preventative
treatment to new construction. See Section 202, Registered
Termiticide. Upon completion of the application of the
termite protective treatment, a certificate of compliance shall
be issued to the building department by the licensed pest control
company that contains the Following statement: "The
building -has received a complete treatment for the prevention
or subterranean termites. Treatment is in accordance with rules
and laws established by the Florida Department of Agriculture
and Consumer Services."
1816.1.1 IF soil treatment is used For subterranean termite
prevention, the initial chemical soil treatment inside the
Foundation perimeter shall be done after all excavation,
backrilling and compaction is complete.
1816.1.2 IF soil treatment is used for subterranean termite
prevention, soil area disturbed after initial chemical soil
treatment shall be retreated with a chemical soil treatment,
including spaces boxed or formed.
1816.1.3 IF roll treatment is used For subterranean termite
prevention, space in concrete Floors boxed out or formed for
the subsequent installation of plumbing traps, drains or any
other purpose shall be created by using plastic or metal permanently
placed Forms of sufficient depth to eliminate any
planned soil disturbance after initial chemical soil treatment.
1816.1.4 IF soil treatment is used For subterranean termite
prevention, chemically treated soil shall be protected with a
minimum 6 millimeter vapor retarder to protect against
rainfall dilution. IF rainfall occurs before vapor retarder
placement, retreatment is required. Any work, including
placement or reinforcing steel, done after chemical treatment
until the concrete Floor is poured, shall be done in such
manner as to avoid penetrating or disturbing treated soil.
1816.1.5 IF soil treatment is used for subterranean termite
prevention, concrete overpour or mortar accumulated along
the exterior Foundation perimeter shall be removed prior to
exterior chemical soil treatment to enhance vertical penetration of the
chemicals.
1616.1.E If soil treatment is used for subterranean termite
prevention, chemical soil treatments shall also be applied
under all exterior concrete or grade within i foot (305 mm)
of the primary structure sidewalls_ Also, a vertical chemical
barrier shall be applied promptly after construction is completed,
Including initial landscaping and irrigation/sprinkler
installation. Any soil disturbed after the chemical vertical
barrier is applied shall be promptly retreated.
1816.1.7 IF a registered termiticide Formulated and registered
as a bait system is used For subterranean termite
prevention, Sections 1516.1.1 through 1516.1.E do not
apply± however, a signed contract assuring the installation,
maintenance and monitoring or the baiting system for a
minimum of 5 years from the issue of the certificate or occupancy
shall be provided to the building official prior to the
pouring or the slab, and the system must be installed prior to
final building approval, it the baiting system directions For
use require a monitoring phase prior to installation of the
pesticide active ingredient, the installation or the monitoring
phase components shall be deemed to constitute installation
of the system.
1816.1.8 If a registered termiticide Formulated and registered
as a wood treatment is used For subterranean termite
prevention, Sections 1B16.1.1 through 1816.1.E do not
apply. Application of the wood -treatment termiticide shall
be as required by label directions for use, and must be completed
prior to Final building approval. Changes in framing
or additions to Framing in areas or the structure requiring
treatment that occur after the initialwood treatment must be
treated prior to Final building approval.
18l(o.2 Penetration. Protective sleeves around piping penetrating
concrete slab -on -grade Floors shall not be of cellulose -containing materials. IF
soil treatment is used rorsubterranean termite protection, the sleeve shall have a
maximumwall thickness or 0.010 inch (0.254 mm), and be sealed within the slab using
a non -corrosive clamping device to eliminate the annular space between the
pipe and the sleeve. No
termiticides shall be applied inside the sleeve.
ENGINFEF15 NOTE
(i.) ALL WORK TO BE DONE ACCORDING TO 2010 FLORIDA BUILDING CODES
(2.) ASSUMED SOIL BEARING CAPACITY TO BE 2000 PSF. SOIL CAPACITY TO BE
VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. INFORM ENGINEER OF
VARIATIONS. FOOTINGS TO BE EXCAVATED TO CLEAN SOIL, FREE OF VEGETATION
AND DELETERIOUS MATTER. CONCRETE SHALL BE PLACED ON AN UNDISTURBED
BASE.
(3.) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION
PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS
COMPONENT PARTS DURING ERECTION. TH16 INCLUDES, BUT IS NOT LIMITED TO, THE
ADDITION OF WHATEVER TEMPORARY BRACING, GUYS, OR TIE DOWNS THAT MAY
BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE
PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT.
(4.) ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS
SHALL BE VERIFIED AND SHALL CONFORM TO THE ARCHITECTURAL DRAWINGS.
(5J CONCRETE :
MINIMUM COMPRESSIVE CONCRETE STRENGTH TO BE 3000 PSI IN 25 DAYS. ALL
CONCRETE SHALL BE READY MIXED" AND IN ACCORDANCE WITH AB.T.M.
SPECIFICATION C-94. ALL CONCRETE MODULAR UNITS SHALL HAVE A
COMPRESSIVE STRENGTH OF 1900 PSI WITH TYPE M OR S MORTAR, 2000 PSI.
(6.) SLAB ON FILL :
INTERIOR CONCRETE SLABS POURED ON FILL TO BE POURED OVER WATERPROOF
MEMBRANES. ALL 9LA59 TO BE REINFORCED WITH 6X6 10/10 WELDED WIRE MESH.
(1) LUMBER :
1. STORE LUMBER OFF GROUND. KEEP WELL VENTILATED AND COVERED.
2. CURRENT EDITION, ASSOCIATION GRADING RULES GOVERN.
3. ALL LUMBER SHALL BEAR GRADE MARK OF AN ASIC BOARD OF REVIEW
AGENCY.
4. ANY SPECIES ALLOWED UNLESS OTHERWISE NOTED.
5. SIZES ARE NOMINAL. ACTUAL SIZES SHALL CONFORM TO AMERICAN
LUMBER STANDARD PS 20-10,
fo. M015TURE CONTENT OF LUMBER 2" OR LESS IN THICKNESS SHALL BE 19
OR LESS AT THE TIME OF INSTALLATION.
(5d TERMITE TREATING :
SOIL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-0"
BEYOND THE PERIMETER LINES OF THE BUILDING.
(9d ALL STEEL SHALL BE 40 K51 WITH A MINIMUM CLEAR COVER OF 3" AGAINST
SOIL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE
REBAR.
(Ira.) 2"XI2" HEADERS SHALL BE 2-2"X12" LAMINATED W/ 1/2" PLYWOOD GLUED W/
CONSTRUCTION ADHESIVE AND NAILED W/ 5-016D COMMONS 16" OC, TO MEET
LOADS AS INDICATED.
(I1.) ALL FASTENERS SHALL COMPLY WITH THE DESIGN LOADS.
(12.) CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS)
ON SITE AT THE TIME OF INSPECTION, FOR REVIEW BY THE BUILDING INSPECTOR,
TO MEET LOADS AS INDICATED,
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SECTION 1816
TERMTE PROTECTION
1816.1 Termite protection, Termite protection shall be provided by registered termiticides, including soil -applied pesticides, baiting
systems and pesticides applied to wood, or other opproved methods of termite protection labeled for use as o preventative treatment to new
construction, See Section 202, Registered Termiticide. Upon completion of the application of the termite protective treatment, a
certificate of compliance shall be issued to the building department by the licensed pest control company that contains the following
stotement: "The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with
rules and laws established by the Florida Deportment of Agriculture and Consumer Services."
1816.1.1 If soil treatment is used for subterranean termite prevention, the initial chemical soil treatment inside the foundation
perimeter shall be done after all excavation, backfilling and compaction is complete.
1815.1.2 If soil treatment is used for subterranean termite prevention, soil area disturbed after initial chemical soil treatment shall be
retreated with a chemical soil treatment, including spaces boxed or formed.
1816.1.3 If soil treatment is used for subterranean termite prevention, space in concrete floors boxed out or formed for the subsequent
installation of plumbing traps, drains or any other purpose shall be created by using plastic or metal permanently placed forms of
sufficient depth to eliminate any planned soil disturbance after initial chemical soil treatment.
1816.1.4 If soil treatment is used for subterranean termite prevention, chemically treated soil shall be protected with a minimum 6
millimeter vapor retarder to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is
required. Any work, including placement of reinforcing steel, done after chemical treatment until the concrete floor is poured, shall be
done in such manner as to avoid penetrating or disturbing treated soil.
1815.1.5 If soil treatment is used for subterranean termite prevention, concrete overpour or mortar accumulated along the exterior
foundation perimeter shall be removed prior to exterior chemical soil treatment to enhance vertical penetration of the chemicals.
1816.1.6 If soil treatment is used for subterranean termite prevention, chemical soil treatments shall also be applied under all exterior
concrete or grade within 1 foot (305 mm) of the primary structure sidewolls. Also, ❑ vertical chemical barrier shall be applied promptly
after construction is completed, including initial landscaping and irrigation/sprinkler installation. Any soil disturbed after the
chemical vertical barrier is applied shalt be promptly retreated.
1815.1.7 If a registered termiticide formulated and registered as a bait system is used for subterranean termite prevention, Sections
1816,1,1 through 1816.1.6 do not apply; however, a signed contract assuring the installation, maintenance and monitoring of the baiting
system for a minimum of 5 years from the issue of the certificate of occupancy shall be provided to the building official prior to the
pouring of the slab, and the system must be installed prior to final building approval. If the baiting system directions for use require a
monitoring phase prior to installation of the pesticide active ingredient, the instollotion of the monitoring phase components shall be
deemed to constitute installation of the system.
1816.1.8 If a registered termiticide formulated and registered n c ula d a e iste ed as a wood treatment is used far subterranean termite prevention, Sections
9 9 P
1816.1.1 through 1816.1.6 do not apply. Application of the wood -treatment termiticide shall be as required by label directions for use,
and must be completed prior to final building approval. Changes in framing or additions to framing in areas of the structure requiring
treatment that occur after the initial wood treatment must be treated prior to final building approval.
1815.2 Penetration,
1816.2.1 Protective sleeves around metallic piping penetrating concrete slab -on -grade floors shall not be of cellulose -containing
materials.
1816.2.2 If soil treatment is used for subterranean termite protection, the protective sleeve shall meet the fallowing minimum
requirements:
1. The sleeve shall hove a nominal thickness of 0.025 inch.
2. The sleeve shall be sized for the pipe.
3. The sleeve shall be sealed within the slab using a noncorrosive mechanical clamping device to eliminate the annular space between the
Pipe and pipe sleeve.
a"x a"x 16" C.M.U.
3/16" x 1-3/4" TAPCON FASTENERS
INTO CONCRETE BLOCK
ADHESIVE SEALENT BOTH SURFACES
PRIOR TO ATTACHING BUCK TO CONC. BLK.
1/2" DRYWALL
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CADMINUM PLATE SCREWS 24" O.C. MAX,
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3/16"x 1-3/4" TAPGON FASTENERS
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GAULKING
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REQUIRED AT RIDGE OR HIP. FOR PLYWOOD SHEATHING 12" OR LESS
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RIDA BUILDING CODE.
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TABLE 2304.9. 1
FASTENING SCHEDULE
R502.5 Allowable girder spans.
The allowable spans of girders fabricated of dimension lumber shall not
exceed the values set forth in Tables R502. 5( 1) and R502, 5(2),
TABLE R502. 5( 1)
GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS
(Maximum spans for Douglas fir -larch, hem -fir, southern pine
and spruce-pine-firb and required number of jack studs)
GIRDERS AND HEADERS
SUPPORTING
SIZE
Building widths (feet)
20
28
36
SPAN
NJd
SPAN
NJd
SPAN
NJd
Roof and ceiling
2-2x4
3-6
1
3-2
1
2-10
1
2-2x 5
5-5
1
4-8
1
4-2
1
2-2x8
6-10
1
5-11
2
5-4
2
2-2x10
8-5
2
7-3
2
6-5
2
2-2x12
1 9-9
2
8-5
2
7-6
2
3-2x 8
8-4
1
7-5
1
6-8
1
3-2x10
10-6
1
9-1
2
8-2
2
3-2x12
12-2
2
10-7
2
9-5
2
4-2x8
9-2
1
8-4
1
7-8
2
4-2x10
11-8
1
10-6
1
9-5
2
4-2x12
14-1
1
12-2
2
10-11
2
Roof, cei 1 ing and one
center -bearing floor
2-2x4
3-1
1
2-9
1
2-5
1
2-2x6
4-6
1
4-0
1
3-7
2
2-2x 8
5-9
2
5-0
2
4-6
2
2-2x10
7-0
2
6-2
2
5-6
2
2-2x12
8-1
2
7-1
2
6-5
2
3-2x8
7-2
1
6-3
2
5-8
2
3-2x10
8-9
2
7-8
2
6-11
2
3-2x12
10-2
2
8-11
2
8-0
2
4-2x8
8-1
1
7-3
1
6-7
2
4-2x10
10-1
1
8-10
2
8-0
2
4-2x12
11-9
2
10-3
2
9-3
2
Roof, ceiling and one
clear span floor
2-2x4
2-8
1
2-3
1
2-0
1
2-2x6
3-11
2
3-3
1 2
2-11
2
2-2x 8
5-0
2
4-2
3
3-9
2
2-2x10
6-1
2
5-1
3
4-7
3
2-2x12
7-1
3
5-10
3
5-3
3
3-2x8
6-3
2
5-2
2
4-8
2
3-2x10
7-7
2
6-4
1 2
5-8
2
3-2x12
8-10
2
7-4
3
6-7
2
4-2x8
7-2
1'
6-0
2
5-5
2
4-2x10
8-9
2
7-4
2
6-7
2
4-2x12
10-2
2
8-6
2
7-8
2
Roof, ceiling and two
center -bearing floors
2-2x4
2-7
1
2-3
1
2-0
1
2-2x6
3-9
2
3-3
1 2
2-11
2
2-2x8
4-9
2
4-2
2
3-9
2
2-2x10
5-9
2
5-1
2
4-7
3
2-2x 12
6-8
2
5-10
3
5-3
3
3-2x8
5-11
2
5-2
2
4-8
2
3-2x10
7-3
2
6-4
2
5-8
2
3-2x12
8-5
2
7-4
2
6-7
2
4-2x8
6-10
1
6-0
2
5-5
2
4-2x10
8-4
2
7-4
2
6-7
2
4-2x12
9-8
2
8-6
2
7-8
2
Roof, ceiling and two
clear span floor
2-2x4
2-1
1
1-8
1
1-6
1 2
2-2x6
3-1
2
2-8
2
2-4
2
2-2x8
3-10
2
3-4
2
3-0
3
2-2x10
4-9
2
4-1
3
3-8
3
2-2x12
5-6
2
4-9
3
4-3
3
3-2x8
4-10
2
4-2
2
3-9
2
3-2x10
5-11
2
5-1
2
4-7
2
3-2x12
6-10
2
5-11
3
5-4
2
4-2x8
5-7
2
4-10
2
4-4
2
4-2x10
6-10
2
5-11
2
5-3
2
4 2x12
7 11
2
6 10
2
6 2
3
TABLE R502. 5(2)
GIRDER SPANSaAND HEADER SPANSa FOR INTERIOR BEARING WALLS
(MAXIMUM SPANS FOR DOUGLAS FIR -LARCH, HEM -FIR, SOUTHERN PINE
AND SPRUCE-PINE-FIRb AND REQUIRED NUMBER OF JACK STUDS)
GIRDERS AND HEADERS
SUPPORTING
SIZE
Building widths (feet)
20
28
36
SPAN
NJd
SPAN
NJd
SPAN
NJd
One floor only
2-2x4
3-1
1
2-8
1
2-5
1
2-2x6
4-6
1
3-11
1
3-6
1
2-2x8
5-9
1
5-0
2
4-5
2
2-2x10
7-0
2
6-1
2
5-5
2
2-2x12
8-1
2
7-0
2
6-3
2
3-2x8
7-2
1
6-3
1
5-7
2
3-2x10
8-9
1
7-7
2
6-9
2
3-2x12
10-2
2
8-10
2
7-10
2
4-2x8
9-0
1
7-8
1
6-9
2
4-2x10
10-1
1
8-9
1
7-10
2
4-2x12
11-9
1
10-2
2
9-1
2
Two floors
2-2x4
2-2
1
1-10
1
1-7
1
2-2x6
3-2
2
2-9
2
2-5
2
2-2x8
4-1
2
3-6
2
3-2
2
2-2x10
4-11
2
4-3
2
3-10
3
2-2x12
5-9
2
5-0
3
4-5
3
3-2x8
5-1
2
4-5
2
3-11
2
3-2x10
6-2
2
5-4
2
4-10
2
3-2x12
7-2
2
6-3
2
5-7
3
4-2x8
4-2
2
5-3
2
4-8
2
4-2x10
7-2
2
6-2
2
5-6
2
4-2x12
8-4
2
7-2
2
6-5
2
For S1: 1 inch = 25.4 mm, 1 foot=304.8mm
a. Spans are given in feet and inches.
b. Tabulated values assume #�2 grade lumber.
c. Building width is measured perpendicular to the ridge. For widths between
those shown, spans are permitted to be interpolated.
d. NJ - Number of jack studs required to support each end. Where the number of
required jack studs equals one, the header is permitted to be supported by an
approved framing anchor attached to the full -height wall stud and to the
header,
R502,2.6 Bearing. The ends of each joist, beam or girder shall have not less than 1.5 inches (38 mm)
of bearing on wood or metal and not less than 3 inches (76 mm) on masonry or concrete except where
supported on a 1-inch-by-4-inch (25.4 mm by 102 mm) ribbon strip and nailed to the adjacent stud or
by the use of approved joist hangers.
R502.2.6. 1 Floor systems [IRC R502.6. 1]. Joists framing from opposite sides over a bearing support
shall lop a minimum of 3 inches (75 mm) and shall be nailed together with a minimum three 10d face
nails. A wood or metal splice with strength equal to or greater than that provided by the nailed lap
is permitted.
R502. 2. 6. 2 Joist framing [IRC R502. 6. 2]. Joists framing into the side of a wood girder shall be
supported by approved framing anchors or on ledger strips not less than nominal 2 inches by 2 inches
(51 mm by 51 mm).
R502.2.7 Lateral restraint at supports [IRC R502. 7]. Joists shall be supported laterally at the ends
by full -depth solid blocking not less than 2 inches (51 mm) nominal in thickness; or by attachment to
a full -depth header, band, or rim joist, or to an adjoining stud; or shall be otherwise provided with
lateral support to prevent rotation.
Exception: Reserved,
R502.2. 7. 1 Bridging [ IRC R502. 7, 1]. Joists exceeding a nominal 2 inches by 12 inches (51 mm by 305 mm)
shall be supported laterally by solid blocking, diagonal bridging (woad or metal), or a continuous
1-inch-by-3-inch (25.4 mm by 76 mm) strip nailed across the bottom of joists perpendicular to joists
at intervals not exceeding 8 feet (2438 mm).
R502.2.8 Drilling and notching [IRC R502. 8]. Structural floar members shall not be cut, bared or
notched in excess of the limitations specified in this section, See Figure R502.2.8.
R502.2.8.1 Sawn lumber[IRC R502.8.1]. Notches in solid lumber joists, rafters and beams shall not
exceed one -sixth of the depth of the member, shall not be longer than one-third of the depth of the
member and shall not be located in the middle one-third of the span. Notches at the ends of the member
shall not exceed one-fourth the depth of the member. The tension side of members 4 inches (102 mm) or
greater in nominal thickness shop not be notched except at the ends of the members. The diameter of
holes bored or cut into members shall not exceed one-third the depth of the member. Holes shall not be
closer than 2 inches (51 mm) to the top or bottom of the member, or to any other hole located in the
member. Where the member is also notched, the hole shall not be closer than 2 inches (51 mm) to the
notch.
R502,2.8,2 Engineered wood products [IRC R502.8.2]. Cuts, notches and holes bored in trusses,
structural composite lumber, structural glue -laminated members or ]-joists are prohibited except where
permitted by the manufacturer's recommendations or where the effects of such alterations are
s ecificall considered in the desi n of the member b o re istered desi n rafessianal
ROOF SHEATHING FASTENING SCHEDULE a,bGd,e
ad Common (0.131 x 2-112 inches) or Ring -Shank (0.135 X 2-112 inches)
(Except Were Noted) for Exposure B, Enclosed Buildings, Roof Framing Spaced 24 inches
o.c. or Less
Roof Fastening Zone
Overhang
Wind
Main
Sheathing -to -Cable
(eaves)
velocity
Roof
End -Wall Framin22
(3-5econd
Panel
1
2
3
2 3
2
3
Gust)
Location
Fastening Schedule (inches on center)
Supported Panel
6
6
6
6
6
IDO mph F,cg
end and edges
3h
Panel field
6
4
3
4
3
Supported Panel
120 mph F,g
end and edges
f'
6
6
6
6
3
Panel Field
12
6
4
6
4
Supported Panel
90 mph
and and edges
6
6
6
6
6
6
Panel Field
12
12
fo
6
ro
a. Specific gravity (Cs) of lumber and panels shall be 0.42 or greater.
b, For Exposure 5 and a 2-Foot overhang.
C. For median roof height 35 feet or less.
d. Gable wall height of 8 Feet or less from top Floor ceiling to roof peak
e. Provide adequate uplirt hardware at truss -to -wall connections. Such
connections are beyond the scope of this publication.
f, When wind speed is 110 mph or greater and when median roof height is between
25 and 35 feet, use ad ring shank nails (0.135 x 2-1/2 Inches)wIthin 46 Inches of
gable end walls. (IRC Table R602.3, footnote f)
g. When wind speed is 100 mph or greater, block panel edges perpendicular to
gable -end -wall framing members in the First two bays or framing. Blocking shall be
spaced a maximum of 4 Feet o.c. (LUood Frame Construction Manual, Section 3.5,5)
h. 10d ring -shank nails (0.148x 3 Inches),
1. Blocking not required.
ROOF FASTENING ZONES FOR IUIND UPLIFT
Zones 1,2 and 3 shown below indicate areas or the roof that may have different Fastening
requirements.
GABLE END WALL
WALL LINE
3 OVERI-IANCz 3 OYERH +N z
WALLLINE 3 OVERHANG
2 0VERHANC%' ��_���t ?
r:' . " ,re
2 IVY-
_ :.
. :IIIIII
2Z
75,
/zII {
II1III
FIIfkIL;:::-
::::•
3,
.:
}11I
1. .
I .II I
... :: :a CA0L ROOF (::HIP Or = =
:... z
z j 2 z I1
z.I. z{11�IiI
I1IIL
::.
n
:.:
.
a a :
oN .
::
2
2 R
3OVERHANGIUALL LINE CABLE END tUALL3vERNANCWALL. LINE 3 OVERHANG
Distance a=4 ft. in most cases NO% of least building width or 0A times building height,
whichever is smaller, but not less than either 4% of least building width or 3 ft.)
ROOF DIAPHRA NAILING SCHEDULE (GAPLE
S)Zr
p y 9 y 9 9 p DOLLAR TiE iX& (MIN.) EVERY-
R502. 2. 9 Fastening [[RC R502.9]. Floor framing shall be nailed in accordance with Table R602.2(1) Wh t nd b m r rder con tr ction is sed to s art floor framin ositive connections OTHER RAFTER 7 -(du OR LONGER
ere pas s a ea o gi s u u upp g, p
shall be provided to ensure against uplift and lateral displacement.
For SI: 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kN/m2. R502.2. 10 Framing of openings [IRC R502. 10]. openings in floor framing shall be framed with a header
a. Spans are given in feet and inches, and trimmer joists. When the header joist span does not exceed 4 feet (1219 mm), the header joist may
b. Tabulated values assume #2 grade lumber. be a single member the some size as the floor joist. Single trimmer joists may be used to carry a
C. Building width is measured perpendicular to the ridge. For widths between single header joist that is located within 3 feet (914 mm) of the trimmer joist bearing.
those shown, spans are permitted to be interpolated. When the header joist span exceeds 4 feet (1219 mm), the trimmer joists and the header joist shall be
d. NJ - Number of jack studs required to support each end. Where the number of doubled and of sufficient cross section to support the floor joists framing into the header. Approved
required jack studs equals one, the header is permitted to be supported hangers shall be used for the header joist to trimmer joist connections when the header joist span
by on approved framing anchor attached to the full -height wall stud and to the exceeds 6 feet (1829 mm). Tail joists over 12 feet (3658 mm) long shall be supported at the header by
header. framing anchors or on ledger strips not less than 2 inches by 2 inches (51 mm by 51 mm).
e. Reserved. R502.3 Design and construction where wind speed is 100 mph or greater. Floor framing of light -frame
wood construction shall be designed and constructed in accordance with the provisions of Section
24" MIN. LAP R301.2. 1, 1, Section R502, 1.
PILASTER
MAX.
3 OR *4 REINFORCING BAR "All
3 #4 LISP SPLICE
25" MIN. LAP
LAP SPL i CE
MIN I AP
pro L14P SPL f CE
42" MIN. LAP
'- w-I REINFORCING BAR
$$I LAP SPLICE
I�
05 REINFORCING BAR
A.C.I. STD. 'BOO 15END
RE54R SPL i C I NG 4 LAP DETA I L.
vERT i CAL RE iNFORCEr�ENTS
SCHEDULE MI�SONR T
S' PLATE HEIGHT = 0'-0" O.C.
10' PLATE HEIGHT = &' -0" O.C.
12' PLATE HEIGHT 4'-0" O.C.
"A" 14' PLATE HEIGHT = 2'-0" O.C. MAX. / PILA5TER5 6 10'-0" O.G.
AT EACH CORNER 8 BOTH &IDES OF DOORS & WINDOW& OPENINGS
(OVER 5'-0"). BEFORE 8 AFTER SHEARWALL SEGMENTS, 4
(2) BARS 6EA, SIDE OF OPENING OVER 12'-0"
BAR LAP DISTANC
uL�
J IN ME
31 I 1 1.1 1 1 f\
L
Q II \
Q�
11l
C.M.U. WALL
CORNER CONT iN I T1` 4 LUALL REINFORCEMENT
BLOCKING BELOW RIDGE
25" MIN. LAP
JE L
R
2X(o VERTICAL SCAB OR KNEEWALL MID -POINT
iN RAFTER W/ RAFTER SPAN LENGTH GREATER
THAN 14 FT OR LONGER,
CONN W/ 4-10d NAILS AT TOP 4 HURRICANE
CLIP S BOTTOM.
2X& (MIN.) NO. 2 YP SIMPSON LSTA12
VALLEY FRAMING (TYP. (OR EQUAL)
2X8 NO, 2 SPF PLYWOOD SHEATHING
RIDGE BOARD
(4) 10d S RIDGE
BOARD END
TRUSSES BELOW SHEATHED PRiOR
TO VALLEY FRAMING INSTALLATION
OR &' - 0" O.C. TOP CHORD
6IMPSON LSTA12 STRAP OR SIMPSON 422 TiE
EA. RAFTER W/ 10-106 NAiLS
C TYP.)
2X& CONT. W/SLEEPER, CLIPPED
OR STRAPPED TO TRUSS BELOW
Y FR04M ING MET4 I
25" MIN_ LAP
FOOTING 4 STWILUALL RE iNFORCEi" ST
JEL
R
CONNECTION
FASTENINGa,m
LOCATION
1. Joist to sill or girder
3-8d common (2 1/2" x 0.131")
3-3" x 0,131" nails
toenail
3-3" 14 gage staples
2. Bridging to joist
2-8d common (2 1/2" x 0.131")
2-3" x 0.131" nails
toenail each end
2-3" 14 gage staples
3. 1" X 6" subfloor or less to each joist
2d-8d common (2 1/2" x 0.131")
face nail
4. Wider than 1 X 6 subfloor to each joist
3d-Bd common 2 1 2" x 0.131"
face nail
5. 2 subfloor to joist or girder
2d-15d common(3 1/2 x 0.162 1
blind and face nail
6. Sole plate to joist or blocking
16d (3 1/2" x 0, 135")at 16" o, c,
3" x 0. 131" nai is at 8" o. c,
typical face nail
3" 14 gage staples per 12"
Sole plate to joist or blocking at braced wall panel
3-16d (3 1/2" x 0.135")at 16"
4-3" x 0. 131" nails at 16" o. c.
braced wall panels
4-3" 14 qaqe staples per 16"
7. Top plate to stud 2 - 16d common
2-16d common (3 1/2 x 0.162
3-3" x 0,131" nails
end nail
3-3" 14 gage staples
8. Stud to sole plate
4-8d common (2 1/2 x 0. 131)
4-3" x 0.131" nails
toe noiI
3-3" 14 gage staples
2-16d common (3 1/2" x 0.162"
3-3" x 0.131" nails
end nail
3-3" 14 gage staples
9. Double Studs
16d 3 1 2 x 0. 162 at 24 0. C.
3" x 0.131" nails at 8" o.c.
face nail
3" 14 gage staple at 8" o. c.
10, Double top plates
16d 3 1 2 x 0.135 at 16 0. c.
3" x 0.131" nails at 12" a. c.
typical face nail
3" 14 gage staple at 12" o, c.
Double top plates
8-16d common (3 1/2" x 0.162'
12-3" x 0.131" nails
lop splice
12-3" 14 gage typical face nail.
11. Blocking between joists or rafters to top plate
3-8d common (2 1/2" x 0.131")
3-3" x 0,131" nails
toe nail
3-3" 14 gage staples
12. Rim joist to top plate
8d (2 1/2" x 0. 131") at 6" o. c.
3" x 0. 131" nails at 6" o. c.
toe not 1
3" 14 gage staples at 6" o. c.
13. Top plates, laps and intersections
2-16d commo �3 1/2 x 0.162
3-3" x 0.131 nails
face nail
3-3" 14 gage staples
14. Continuous header, two pieces
16d common 3 1/2" x 0.162"
16" o.c, along edge
15. Ceiling joists to plate
3-8d common �2 1/2 x 0.131
5-3" x D. 131' n a i. I
toe nail
5-3" 14 accie staples
16. Continuous header to stud
4-8d common 2 1/2" x 0.131"
toe nail
CONNECTION
FASTENINGa'm
LOCATION
17. Ceiling joists, laps over partitions
3-16d common 3 1/2 x 0. 162 min,
(see Section 2308. 10.4. 1, Table 2308. 10.4. 1)
Table 2308. 10.4. 1
face nail
4-3"x 0.131" nails
4-3" 14 gage staples
18. Ceiling joists to parallel rafters
3-16d common (3 1/2" x 0, 162")min,
(see Section 2308. 10.4. 1, Table 2308. 10.4. 1)
Table 2308. 10.4, 1
face nail
4-3"x 0,131" nails
4-3" 14 gage staples
19. Rafter to plate
3-8d common (2 1/2 x 0.131
(see Section 2308. 10. 1, Table 2308. 10. 1)
3-3" x 0,131" nails
toe nail.
3-3" 14 gage staples
20. 1 diagonal brace to each stud and plate
2 8d common 2 1 2 x 0.131
2-3" x 0.131 nails
face nail
2-3" 14 gage staples
21. 1' x 8 sheathing to each bearing wall
3-8d common 3 1/2' x 0.162
face nail
22. Wider than 1 X 8 sheathing to each bearing
3-8d common 3 1/2" x 0.162')
face nail
23. Built-up corner studs
16d common (3 1/2" x 0. 162")
24" o.c.
3" x 0. 131" nai is
16" a. c.
3" 14 gage staples
16" o. c.
24. Built-up girder and beams
20d common (4 x 0. 192 32 0. c.
f
3" x 0.131" nail at 24" o.c.
face nail at top and bottom
3" 14 gage staple at 24" o.c,
staggered on opposite sides
2-20d common (4" x 0,192")
3-3" x 0.131" nails
face nail at ends and at each
3-3" 14 gage staples
splice
25. Z_p Tanks
16d common 3 1/2" x 0.162
at each bearing
26. Collar tie to rafter
3-10d common 3" x 0.148"
4-3" x 0.131" nails
face nail
4-3" 14 ciage staples
27. Jack rafter to hip
3-10d common 3 x 0.148
4-3" x 0.131" nails
toe nail
4-3" 14 gage staples
2-16d common (3 1/2" x 0.162")
3-3" x 0.131" nails
face nail
3-3" 14 qaqe staples
28, Roof rafter to 2-by ridge beam
2-16d common (3 1/2" x 0.162")
toe noiI
3-3" x 0. 131' nails
3-3" 14 gage staples
2-16d common (3 1/2" x 0.162")
3-3" x 0.131" nails
face nail
3-3" 14 gage sta les
29. Joist to band joist
3 - 16d common (3 1/2" x 0.162"
face nail
5-3" x 0.131" nails
5-3" 14 gage staples
30. Ledger strip
3 - 16d common (3 1/2 x 0.162
4-3" x 0.131" nails
face nail
4-3" 14 qoqe staples
31. Wood structural panels and particleboard:b
1/2" and
6dc,1
Subflocr, roof and wall sheathing (to framing);
less
n
/i 1
2 38"x 0. 113" nail
1 3/4" 16 gage
15/32"in to
8d common (roofs in
19/32q
110-140 mph (Exp. B)
19/32 to
3/4"
6 inch o.c. edges and
8dd or Ede
intermediate. 4 inch o.c. at
2 3/8"x 0.113 nailp
component and cladding edge
7/8" to 1"
2" 16 a ep
g g
strip #3 (referto Figure
8dc
6-3 of ASCE 7)
Single Floor (combination subfloor-underloyment
1 1/8" to 11Odd
or 8de
to framing):
1/4"
3/4" and
Ede
less
7/8" to 1"
8de
1 1/8" to 110dd
gde
1 /4"
or
32. Panel siding (to framing)
1/2" or less
6df
5/8"
8df
33. Fiberboard sheathing: g
1/2"
No. 11 gage roofing nailh
6d common nail (2"x
D.113")
No. 16 gage staple'
25 /32"
No. 11 gage roofing nailh
8d common nail (2 1/
"x 0. 131")
No. 16 gage staple'
34. Interior paneling
1/4"
4di
6dk
For SI: 1 inch = 25.4 mm.
o. Common or box nails are permitted to be used except where otherwise stated.
b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more, For noiling of
wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing.
c. Common or deformed shank (6d - 2' x 0, 113' • 8d - 21/2' x 0. 131' ; 10d - 3' x 0. 148' ).
d. Common (6d - 2' x 0. 113' 8d - 21/2' x D, 131' 10d - 3' x 0. 148' ).
e. Deformed shank (6d - 2' x 0. 113' 8d - 21/22 x D. 1312 ; 10d - 32 x 0. 148' ).
f, Corrosion -resistant siding (6d - 17/82 x 0, 106' ; 8d - 23/8' x 0, 128') or casing (6d - 2' x 0,099' ; 8d - 21/22 x 0, 113' ) noiI.
g. Fasteners spaced 3 inches on center at exterior edges and 5 inches on center at intermediate supports, when used as structural sheathing, Spacing shall be 6
inches
on center on the edges and 12 inches on center at intermediate supports for nonstructural applications.
h, Corrosion -resistant roofing nails with 7/16-inch-diameter head and 11/2-inch length for 1/2-inch sheathing and 1 3/4-inch length for 25/32-inch sheathing.
i. Corrosion -resistant staples with nominal 7/16-inch crown and 1 1/8-inch length for 1/2-inch sheathing and 1 1/2-inch length for 25/32-inch sheathing. Panel
supports
at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked).
j. Casing (21/2' x 0.0802) or finish (21/2' x 0.072') nails spaced 6 inches on panel edges, 12 inches at intermediate supports.
k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports.
1. For roof sheathing applications, 8d nails (21/2' x 0.113') are the minimum required for wood structural panels.
m, Staples shall have a minimum crown width of 7/16 inch.
n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports.
o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at
intermediate supports for roof sheathing.
p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports.
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U
811 IRECE55ED LINTEL SECTIONS
SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8U8
8F8-OB
BF12-OB
8F16-08
81720-0B
BF24-OB
8F28-013
802-08
8F8-1B
8F12-1B
8F16-113
8F20-1B
8F24-18
8F28-113
8F32-1B
2'-10" (34") PRECAST
2231
3069
4605
6113
7547
8974
10394
11809
3069
4605
6113
7547
8974
10394
11809
3'-6" (42') PRECAST
2231
3069
3719
5163
6607
8054
9502
10951
3069
4605
6113
7547
8974
10394
11809
4'-0' (48") PRECAST
1966
2561
2751
3820
4890
5961
7034
8107
2693
4605
6113
7547
8974
10394
11809
4'-6" (540) PRECAST
1599
1969
2110
2931
3753
4576
5400
6224
2189
4375
6113
7547
8672
10294
11809
5'- 4" (64') PRECAST
1217
1349
1438
1999
2560
3123
3686
4249
1663
3090
5365
7547
7342 i
8733 ,0
1012710
5'-10' (70') PRECAST
1062
1105
1173
1631
2090
2549
3009
3470
1451
2622
4360
7168
6036 io
7181 ,0
8328
6'-6* (78") PRECAST
908
1238
2177
3480
3031
3707
4383
5061
1238
2177
3480
5381
8360
10394M
8825(,4
7'- 6" (90') PRECAST
743
1011
1729
2632
2205
2698
3191
3685
1011
1729
2661
3898
5681
8467
6472(1
9'-4" (112") PRECAST
554
699
1160
1625
2%4
3486
2818
3302
752
1245
1843
2564
3486
4705
6390 4
10'-6" (126") PRECAST
475
535
890
1247
2093
2777
2163
2536
643
1052
1533
2093
2781
1 3643sy
4754 4
1 V-4" (136") PRECAST
362
582
945
1366
1846
2423
3127
4006
582
945
1366
1846
2423
3127
4006
12'-0' (144") PRECAST
337
5Q
873
1254
1684
2193
2805
3552
540
873
1254
1684
2193
2805
3552
13'-4- (160' PRECAST
296
471
755
1075
1428
1838
1 2316
2883
471
755
1075
1428
1838
2316
2883
14'-0" (168") PRECAST
279
424
706
1002
1326
1697
2127
2630
442
706
1002
1326
1697
2127
2630
14'-8"(176") PRESTRESSED
N.R,
NR
NR
NR
NR
NR
NR
NR
458
783
1370
1902
2245
2517
2712
15'-4" (184") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
412
710
1 1250
1733
2058
2320
2513
1 T-4" (208") PRESTRESSED
N.R,
NR
NR
NR
NR
NR
NR
NR
300
548
950
1326
1609
1849
2047
19'-4"(232") PRESTRESSED
N.R,
NR
NR
NR
NR
NR
NR
NR
235
420
750
1037
1282
1 1515
1716
2V-4" (256") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
180
340
598
845
1114
1359
140
22'-0"(264") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
165
315
550
784
1047
1285
1399
24'-0"(288") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
129
250
450
654
884
1092
1222
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR.
i i
i i
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i i
■ ■
■ ■
■ ■
■ ■
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im U11 low" UW I
i
SF32-05/iT SF32-05/2T SF32-15/IT SF32-I15/2T
i i
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(2 MINIMUM)
HOOK 10" MINIMUM
(TYPICAL)
W ZLLI
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•
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:
.: : •
.:�
-••
NiGnI-I STRENGTH
811
PRECAST
BEARING
= ;
LINTEL FILLED
�'• ~
..
WITH GROUT
4
#5 REBAR iN
7.'`•
° ''`
VERTICAL
GROUT FILLED
CELL
'; :.'
;
SAFE LATERAL LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS
SAFE LOAD
PLF
LENGTH TYPE
8U8
8F8
CMU*
2'-10"(34') PRECAST
1293
1642
2135
3'-6" (42") PRECAST
1025
1024
1830
4'-0" (48") PRECAST
765
763
1365
4'-6" (54') PRECAST
592
591
1057
5'-4" (64') PRECAST
411
411
734
5'-10' (70') PRECAST
340
339
607
6'-6" (78') PRECAST
507
721
483
7'-6" (90') PRECAST
424
534
357
9'-4" (112' PRECAST
326
512
227
10'-6" (126") PRECAST
284
401
178
11'-4"(136') PRECAST
260
452
152
12'-0' (144') PRECAST
244
402
135
13'-4" (160-) PRECAST
217
324
109
14'-0"(168') PRECAST
205
293
98
14'-8"(176*) PRESTRESSED
N.R.
284
89
15'-4"(184') PRESTRESSED
N,R.
259
82
17'-4"(208') PRESTRESSED
N.R.
194
63
19'-4'(232') PRESTRESSED
N.R.
148
51
21'-4"(256') PRESTRESSED
N.R.
125
42
22'-0"(264") PRESTRESSED
N.R.
116
39
24'-0"(288") PRESTRESSED
N.R.
91
33
* SEE NOTE 18
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8F8-1T
OF12-IT
8F16-1T
8F20-IT
BF24-IT
8F28-IT
81732-1T
8F8-2T
8F12-2T
8F16-2T
8F20-2T
8F24-2T
8F28-2T
8F32-2T
2'-10'(34") PRECAST
1972
3173
4460
5747
7034
8321
9608
1972
3173
4460
5747
7034
8321
9608
3'-6- (42") PRECAST
1569
2524
3547
4569
5591
6613
7636
1569 1
2524
3547 1
4569
5591
6613 1
7636
4'-0" (48') PRECAST
1363
2192
3079
3966
4853
5740
6627
1363
2192
3079
3966
4853
5740
6627
4'-6" (54') PRECAST
1207
1940
2724
3508
4292
5077
5861
1207
1940
2724
3508
4292
5077
5861
5'-4" (64') PRECAST
1016
1632
2290
2949
3607
4265
4924
1016
1632
2290
2949
3607
4265
4924
5'-10'(70') PRECAST
909
1492
2093
2694
3295
3897
4498
929
1492
2093
2694
3295
3897
4498
6'-6- (78') PRECAST
835 ,
i340
1880
2419
2959
3498
4038
835
1340
1880
1 2419
2959
3498
4038
7'-6" (90') PRECAST
727
1021
1634
2102 ii
2571
3039 1
3508
727
1166
1634
2102
2571
3039
3508
9'-4" (112') PRECAST
591
680
1133 m
1471 1s
1811 1s
2152
2494 1y
591
851
1326
1705
2034
2463
2842
10'-6" (126") PRECAST
530
552
914 1s
1185ps
1458(1
1732 1
2007(1
530
686
1183
1526
1865
2204
25"
11'-4" (136' PRECAST
474
485
798 (m)
1034(1y)
1272(1s)
1510p
1749(15)
494
599
1028
1422
1738
2053
2369
12'-0" (144") PRECAST
470 (
"1
723 14
936 (14M
1951(1y)
1366(15),
1582(15
470
1 543
928
1349
1649
1948
1 2247
13'-4- (160-) PRECAST
418 1
373
606 jw
783 14
962 >~
1141 u
1321 1
428
1 455
770
1145
1444
1718
1993
14'-0' (168' PRECAST
384 1
346
559
723 14
887 14
1052 14
1218 14
410
420
709
1050
1434
16940
1954
14'-8" (176') PRESTRESSED
239
323
519 ,
671 is
823 (is
976 14
1129(141
246
390
655
968
1324
1625(11
1874(,q
15'-4" (184") PRESTRESSED
224
302
485 ,
626 (1
767 ,
909 1
1052 1
230
364
609
897
1224
1562 1
1801 1
17'-4' (208') PRESTRESSED
187
255
404
520i
637
754
872 1
192
303
500
732
993 0
1268 14
1470 1
19'-4' (232') PRESTRESSED
162
222
347 (1,)
446 (it)
546
646
746 (1
166
1
7
(256") PRESTRESSED
142
98
306 p,
393 (in
480 (it
6(ii
654 (it)
142
142
230
369
531
713 p
903(131
1046 (isI
22'-0" (264' PRESTRESSED
137
92
295 1
378(it
461 (
545 11
629(iqi
137
221
354
508
681
861 +
997 (18
24 -0 (288'� PRESTRESSED
124
175
2671
341 10
4161
491 1
5661
124
200
316
450
600
756 (
875 (18
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS
FOR GR40 FIELD ADDED REBAR,
CANTILEVEIRED LINTEL DETAIL
MASONRY TIES
AS SPECIFIED
CONCRETE FASTENERS
SPLIT FACE
WITH MINIMUM 4"
MASONRY VENEER-
"
SPACED AS
EMBEDMENT.
{;;;x;•
CONCRETE FASTENERS
REQUIRED
K::,,;;.
A5 REQUIRED
••
CAST-CRETE U-LINTEL
_
4"
w..;
FILLED w/ GROUT
.:a•: r.
`
4rr
CAST-CRETE LINTEL
• •
FILLED WITH GROUT
CONTINUOUS
SHELF ANGLE
CONTINUOUS SHELF ANGLE
SIZED AS REQUIRED
SIZED AS REQUIRED
I14450NR"'�
VENEER
5FL I T
FACE
VENEER
SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS
CA��Altr
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8RU 6
8RF6-08
8RF10-06
8RF14-OB
8RF18-OB
8RF22-0B
8RF26-OB
BRF30-OB
8RF6-18
8RF10-1B
8RF14-1B
8RF18-IB
8RF22-1B
8RF26-1B
8RF30-18
4'-4' (52') PRECAST
1635
1749
3355
3280
4349
5421
6493
7567
1891
3699
5206
6639
8060
9479
10893
4'-6" (54") PRECAST
1494
1596
3063
2992
1 3968
4946
5924
6904
1756
3699
5206
6639
8060
9479
10893
5'-8" (68') PRECAST
866
920
1770
1716
2277
2839
3402
3966
1167
2481
4567
6389
8060s4
7917i6
9311
5'-10" (70") PRECAST
810
859
1653
1600
2124
2649
3174
3700
1113
2342
4242
6639 (id
8060;io
7402 10
8706
6'-8" (80") PRECAST
797
901
1825
3120
5048
7747
9448
7360
901
1825
3120
5048
7915
9479
1089
7'- 6" (90') PRECAST
669
755
1490
2459
3776
5743
7239
5623
755
1490
2459
3776
5743
8998(io)1089
9'-8' (116") PRECAST
411
466
999
1568
2253
3129
4091
3146
526
999
1 1568
1 2253
3129
4150
5891(4
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR.
NOTE: INFORMATION CONTAINED ON THIS SHEET
PROVIDED BY AND PERTAINING TO CAST-CRETE CORP.
ALTERNATE PRODUCTS OF EQUAL CAPACITY MAY BE
USED. ALTERNATE PRODUCT MUST BE ACCOMPANIED BY
ENGINEERING DATA TO SUPPORT SUCH PRODUCT.
ENGINEERING
SPECIFICATI NS
PRODUCT DESCRIPTION
Nigh strength precast concrete lintels designed to be unfilled or filled to form a composite reinforced beam using concrete masonry units.
MATERIALS
F'c 8" precast 1lntels : 3500 psi ° Concrete masonry units (CMU) per ASTM C90 with minimum net area
F'c 8" prestressed, 6" and 12" precast lintels : 6000 psi compressive strenght : IWO psi
f'c 4" precast lintels = 3000 psi Mbar per ASTM A615 Grade 60
Grout per ASTM C416 fig -- 3000 psi w/ maximum Prestressing strand per ASTM A416 Grade 210 low relaxation
3/8 inch aggregate and 8 to 11 inch slump. ° 1/32 inch wire per A5TM A510
° Mortar per ASTM C210 Type M or S
GENERAL NOTES
1. Provide full mortar head and bed joints. 8 Cast -in -place concrete may be provided in composite lintel in lieu of
2. Shore Filled lintels as required. concrete masonry units,
3. installation of lintel must comp4 with architectural 9• Safe load ratings based on rational design analysis per ACI 316 and XI1530
and/or structural drawings. 10. Product Approvals: Miami Dade County, Florida Nos, 03-0605.05
4. U-Lintels are manufactured with 5-1/2 inch long notches at and 03-0605.04. Florida Certificate of Product Approval number FL158
ends to accomodate vertical cell reinforcing and grouting. 11. The exterior surface of lintels installed in exterior concrete masonry walls
5, Reference the CAST-CRETE Load Deflection Graph shall have a coating of stucco applied in accordance with ASTM CT6
Brochure for lintel deflection information, or other approved coating.
6• Bottom field added rebar to be located at the bottom 12. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal
OF lintel cavity. (lateral) loads should be checked for the combined loading with the
1. 1/32 Inch diameter wire stirrups are welded to the bottom following equation:
steel for mechanical anchorage, Applied vertical load +Applied horizontal load l0
Safe vertical load We horizontal load
SAFE LOAD TABLE NOTES
1. All values based on minimum 4 inch nominal bearing.
Exception, We loads for unfilled lintels must be reduced
by 20 % if bearing length is less than 6-1/2 inches•
2, N.R. -- Not Rated,
3. Safe loads are superimposed allowable load
4. Safe loads based on Grade 40 or Grade 60 field rebar.
5• Additional lateral load capacity can be obtained by the
designer by providing additional reinforced masonry above
the precast lintel. gee Reinforced CMU on Page 4.
6. One n rebar may be substituted for two S rebars In 6" lintels only
1. The designer may evalute concentrated loads from the safe load tables
by calculating the maximum resisting moment and shear at d-away
From the Face of support.
SAFE LATERAL LOADS FOR
8" PRECAST w/ 2" RECESS DOOR U.LINTELS
SAFE LOAD
PLF
LENGTH TYPE
8RU6
8RF6
CMU*
4'-4" (52") PRECAST
758
757
1365
4'-6" (54') PRECAST
694
693
1249
5'-8" (68') PRECAST
408
407
734
5'-10" (70") PRECAST
382
381
687
6'-8" (80") PRECAST
595
788
510
7'-6" (90") PRECAST
509
674
393
9 8" (116') PRECAST
370
490
227
* SEE NOTE 18
6. For composite lintel heights not shown, use safe load from
next lower height-
1. For lintel lengths not shown, use safe load from
next longest length
10. All safe loads In units of pounds per linear foot.
ll. All safe loads based on simply supported span.
12• The number in the parenthesis indicates the percent reduction
for grade 40 field added rebar,
Example: 1'4" lintel Type 8F32-I5 safe gravity load _ 6412 (15)
w/ 15% reduction :IE 6412 (.85) : 5501 plf
SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS
4^11"W40111111r
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8RF6-1T
8RF10-1T
8RF14-1
8RF18-1T
8RF22-1T
8RF26-1T
8RF30-1T
8RF6-2T
8RF10-2T
8RF14-2T
8RF18-2T
BRF22-2T
8RF26-2T
8RF30-2T
4'-4" (52') PRECAST
905
1748
2635
3522
4409
5296
6183
905
1748
2635
3522
4409
5296
6183
4'-6" (54') PRECAST
867
1675
2525
3374
4224
5074
1 5924
867
1 1675
2525
1 3374
4224
5074
5924
5'-8" (68") PRECAST
675
1301
1960
2618
3277
3935
4594
675
1301
1960
2618
3277
3935
4594
5'-10"(70' PRECAST
655
1262
1900
2538
3176
3815
4453
655
1262
1900
2538
3176
3815
4453
6'-8" (80') PRECAST
570
1012
1651
2204
2758
3312
3865
570
1097
1651
2204
2758
3312
3865
7'-6" (90") PRECAST
506
1 797
14621si
1952
2442 (6)
2931 6
3257
506
1 967
1462
1952
2442
2931
U21
9'-8" (116') PRECAST
395
1 491
931 1
1301(1
16401
1980 s
2322 ,6
395
1 589
1135
1514
1 1893
1 2272
1 2652
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR,
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NOTE. INFORMATION CONTAINED ON THIS SHEET
PROVIDED BY AND PERTAINING TO CAST—CRETE CORP,
ALTERNATE PRODUCTS OF EQUAL CAPACITY MAY BE
USED, ALTERNATE PRODUCT MUST BE ACCOMPANIED BY
ENGINEERING DATA TO SUPPORT SUCH PRODUCT,
SO' STANDARD
HOOK 10" MINIMUM
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0 21 ;' rm L ra C T R I GAL PLAN
EEX ST INCs
INTERIOR ELECTRICAL OUTLET LOCATIONS
PADDLE FAN SWITCH
(LOCATE OVER FAN
LIGHT SWITCH)
LIGHT SWITCH
DUPLEX OUTLET AT
KITCHEN COUNTER, REFRIG.,
° WASHER AND GARAGE OUTLETS
i
X. DUPLEX OUTLET AT
° VANITY COUNTER
STANDARD
DUPLEX OUTLET
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ALL ELECTRICAL 5UJITCHE5,
OUTLETS, ETC. TO BE MOUNTED
ABOVE THE BASE FLOOD
ELEVATION. (SEE SITE PLAN
FOR BASE ELEVATION)
S*r MBOLS LEGEND
CEILING LIGHT m 200 AMP. PANEL ® TELEVISION PRE -WIRE
�R} RECESSED CAN LIGHT --------- SHOP FLUORESCENT TELEPHONE PRE -WIRE
%_______- LIGHT
IIOv DUPLEX RECEPTACLE SMOKE ALARM
2'X 4' FLUORESCENT CARBON MONOXIDE
220V OUTLET � � L16HT ® DETECTOR
110V G.F.I. OUTLETTRACK LIGHTING O JUNCTION BOX
Srol PUSH PUTTON (G.D.O.,
WITCHED DUPLEX REC.
aaanaaoaoaaQ BEAUTY BAR LIGHT T CHIMES, ETC.)
® OUTLET (HWH, AH, ETC.) FLOOD LIGHT
SINGLE POLE SWITCH 24" SQ GRILLE ® DOOR BELL CHIME
THREE WAY LIGHT SWITCH �/— ELECTRICAL WIRING
UP GARAGE DOOR OPENER EXHAUST FAN
L H,
LIGHT/EX. FAN
LCtfi� I C„4L/MC,4N f G>4L NOTES
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO ALL APPLICABLE CODES SUCH AS THE
NATIONAL ELECTRICAL CODE, FLORIDA MECHANICAL CODE, LOCAL ORDINANCES AND POWER
COMPANY REGULATIONS.
SUBCONTRACTOR SHALL BE LICENSED, CARRY ALL APPLICABLE.INSURANCE, AND HAVE A
CURRENT COUNTY OCCUPATIONAL LICENSE.
SUBCONTRACTORS SHALL INCLUDE ALL SPECIAL FEES AND PERMITS,. LABOR AND MATERIAL,
EQUIPMENT AND ELECTRICAL ENGINEERING NECESSARY TO PROVIDE AN APPROVED WORKING
SYSTEM. LIGHT FIXTURES EXCLUDED EXCEPT FOR FLUORESCENT FIXTURES AND RECESSED LIGHTS,
ALL NEW ELECTRICAL TO TIE INTO EXISTING, CONTRACTOR TO VERIFY WITH OWNER THE CONTROLS
AND OR SWITCHING OF ALL LIGHTING IN AFFECTED AREAS. ALL NEW LIGHTING FIXTURES, DEVICES
AND COVERS TO MATCH EXISTING.
HVAC GRILLES TO BE HART-COOLEY CD4 24" SQUARE. IF RE -USABLE, MODIFY EXISTING
GRILLE/BOOT TO ACCEPT INDICATED DUCT. IT 15 PERMISSIBLE TO USE FLEX DUCT BETWEEN NEW
GRILLE LOCATIONS AND EXSITING PLENUM. INSTALL VOLUME DAMPER ON EACH GRILLE DUCT.
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REPORT
APPROVAL
INFORMATION SHEET
(S)
ENTITY
COVER SHEET
THE INFORMATION PROVIDED IS OF THE PRODUCTS INTENDED FOR
USE IN THE CONSTRUCTION OF THIS PROJECT. ALTERNATIVE
PRODUCTS WITH FLORIDA PRODUCT APPROVAL (S) MAY BE
SUBSTITUTED. SUPPORTING DOCUMENTATION SHALL BE SUPPLIED
AND THE RESPONSIBILITY OF CONTRACTOR AND OR OWNER.
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Ml"lAs squired by Florida Statute 553.842 and Florida
the building components listed below if they will be utilized
recommend you contact your local product supplier s
products
Administration Gods 95-�12, phase provide the information and approval numbers on
on the construction projuct for which you are applying for a building permit. We
Quid you not know the product approval number for any or the applicable listed
Category / Sub category
Manufacturer
Product pescription
Approval Numbsr(s)
Test Pressures
1. EXTERIOR DOORS
A. SWINGINCs
Coral Industries, Inc.
Store Front Doors
FL 15225.5
+�1.0/-6�.D psf
2. WINDOW$
A. Storefront
Coral Industries, Inc.
Series FL2+D0 Storefront
FL 8832.1
+�oO.P / -50.P� psf
B. Storefront
Coral Industries, Inc.
Series FL3mm Storefront
FL 8832.2
+tom-O / -53.3 psf
G. Horiz.Slidera
PCxT Industries
Horizontal Slider I-iRilID
FL 242.4
+-15.,a / -15.m psf
3. PANEL WALL
A. SOFFITS
Alside
Solid and �/ented Soffit
FL 152�2.1 - FL 152�2.2
+�O.+a / -i0•m psf
B. OTHER
4. ROOFING PRODUCtS
A. ASPHALT SHINGLES
Gertdin Teed Corporation
GT2P� Cana ARC, Landmark 30 / 4D
land AR) XT3m land ARC
FL54441
N/A
B. UNDERLAYMENTS
Tamko
151b Felt Underlayment
FL 12328.(o
N/A
G. ROOFING FASTENERS
NOT USED
D. ROOF VENTILATION
Thompson Arch Metal Comp.
Off Ridge Vents
FL 5219.1 - FL 5219.4
N/A
Florida Metal Products, Inc.
Vent RVlO
FL 2015.1
N/A
b. STRUCTURAL
COMPONENTS
Fastening Specialists, Inc.
Tie Max "Threaded Rod"
FL15(o�0.3�0
A. U100D CONNECTORS /ANCHORS
USP Structura I Gonn.
see ehart
Simpson Strong -Tie
see chart
13. TRUSS PLATES
ITW Building Components
Alpine Truss Plates
FL 1999.1 - FL 1999.4
N/A
MiTek Industries, Inc•
Truss Platys
FL 21�-I.1 - FL 2197.5
N/A
G. ENGINEERED LUMBER
BOISe Eng. Wood Prod.
Versa -Lam SP
FL 1ro44,1
N/A
Boise Eng. Wood Prod.
Wood -I -Joists ALL JOIST
FL 1645.1
N/A
Weyerhaeuser
Engineered lumber - TJI
FL 1630.1 - FL 1�o3P�.11
N/A
Weyerhaeuser
iLevel Rim Board, LVL, PSL, LSL
FL 6521.1 - FL 652
u�� �®�l�l��t®rs
Usi= StOCk NO.
Florida Statewide Product
Approval No.
Evaluation Re ort Basis
P
A3
FL820.1
ESR-2104
HD21@- 2
FL 13285.5
ESR-1�81
HD212 -2
FL 13285.5
ESR-1�81
HD21b
FL13285,5
ESR-I181
HD216 -3
FL 13285.5
ESR- I181
HD26
FL 13285.4
ESR-1�81
HD28-2
FL 13285.5
E5R- I'I81
HD41ID
FL 13285.E
ESR- I181
HD412
FL 13285.E
ESR-1�81
HD610
FL 13285b
ESR- I181
HDQ41@
FL 13285.9
ESR-1�81
HGAI@Kt
FL817.18
ESR-1465
HGAMIOKT
FL81�.18
ESR-1465
HHGP2
FL81�.19
ESR-14b5
HTAI6 - IS
FL859.5
2031G
HTA2ID- IS
FL859fo
2@31G
HTT4/HTTI6
FL 145@@2
ER-ID2ID0
HTT5/HTT22
FL14500.2
ER-02ID0
HTWI6
FL82@b
ESR-2104
HTW2ID
FL820.1
ESR-2104
HTW24
FL82@.8
ESR-2104
HTW30
FL82@.10
ESR-2104
HTWMI6
FL6223.2
Eval. Report From Licensed FL Prof. Engineer
HTWM2@
FL6223.2
Eval. Report from Licensed FL Prof. Engineer
HUCsT2
FL6223.3
Eval. Report From Lieensad FL Prof. Engineer
HUGT3
FLb223.3
Eval, Report From Licensed FL Prof. Engineer
HUS21@-2
FL9835.5, FL821.14
NOA 06-092I.05, ESR-I881
HUS212-2
FL9835.'I, FL821.1b
NOA 0b-0921.ID5, ESR-1881
HUS26
FL9835.9, FL821.22
NOA 06-0921.05, ESR-1881
HUS28
FL9835.12, FL821.24
NOA 0b-0921.05, ESR-1881
HU528-Z
FL9835.13, FL821.24
NOA 06-0921.@5, ESR-I881
JL24
FL 13285.15
ESR-1�81
JL26
FL13285.15
E5R-1�81
JUS210-2
FL5'IID.I, FL821.33
NOA ID1-0419.01, ESR-1881
JUS24
FL821.39
ESR-1881
JU526
FL821.45
ESR-1881
JUS26-2
FL5l0.1, FL821.43
NOA @�-0419.IDI, ESR-1881
JUS28
FL821.45
E5R- I881
JUS46
FL5T0.14, FL821.5?
NOA ID1-0419.01, ESR-1881
KLEG3
FL11664.23
E5R-128@
KST260
FL822.21
ESR-1831
LSTAI2
FL1328521
ER-@200
LSTAI5
FL13285.21
ER-02@0
LSTAIS
FL13285.21
ER-@2@@
LSTA24
FL 13285.21
ER- @2@0
LSTA3@
FL13285.21
ER-0200
LSTA36
FL 13285,21
ER-ID2@ID
LTSI9
FL 14500.3
ER-020ID
LTS20B
FL 145@0.3
ER-ID200
LTTI31
FL145IDID.4
ER-02IDID
LTWI2
FL82@.3b
ESR-21@@
LUGT2
FL568.1, FL81�.42
NOA 01-0322.15, ESR-1465
MP3
FL822.31
ESR-1831
MP34
FL51@.16, FL13285.24
NOA 0l-@419,@I, ESR-I'I81
Mp4F
FL821.56
ESR- ISSI
MP5
FL822.31
ESR-1831
MPH351�o
FL 13285,2E
E5R- I�81
MSTAI2
FL 13285,29
ESR- I�81
MSTA15
FL1328529
ESR-1781
MSTAIS
FLI3285.29
E5R- I�81
MSTA24
FL13285.29
ESR- I181
MSTA36
FL 13285.29
ESR- I�81
MSTC4@
FLStl.45
ESR-1465
MSTC52
FLSIl.46
ESR-1465
MTWI2
FL820,40
E5R-2104
MTWI6
FL820.41
ESR-2104
MTWIS
FL82@.42
ESR-?iID4
MTW2@
FL82ID.43
E5R-2104
MUGTI5
FL 119102
ESR- I118
NFM35XI2
FL5
Simpson StOGk NO.
Florida Statewide Product
Approval No.
Evaluation Report Basis
A23
FL1044b2
ESR-26@b
HU210-2
FLIPXo55.20
ESR-2549
HUD 212 -2
FL IID655.23
ESR-2549
HU2b
FL10b55.29
ESR-2549
NU28-2
FL10655.29
ESR-2549
HU410
FL 10655.31
ESR- 2549
HU412
FLIID655.34
ESR-2549
HU61ID
FLI@b55.44
E5R-2549
HD412
FL10655.45
ESR-2549
HD61@
FL106S5.51
ESR-2549
HUCQ410
FL 11468.11
SIM200804
HGAI@Kt
FL1141@.4
SIM2ID08@3
HGAMI@KT
FL114�ID.4
SIM2008@3
HCP2
FL1044�.2
ESR-2551
HETAIb
FL114�3.5
SIM?00802
HETA2@
FL 114'13.5
SIM?@@SID2
HTTI6
FL114'13.5
ES-0130
HTT22
FL114�3.5
ES-@130
HT516
FL IID45622
E5R-2613
HTS20
FL 10456.23
ESR-2613
HTS24
FL 1045624
ESR-2613
HTS30
FL1045626
E5R-2613
HTSM16
FL11413_II
SIM200802
HTSM20
FL114T3.11
SIM2008ID2
HGT2
FL10456.18
ESR-2613
HGT3
FL 10456.19
ESR-2613
HUS210- 2
FL I@655.92
ESR- 2549
HU5212 -2
FL 10655.93
ESR- 2549
HU826
FL10655.9d
ESR-2549
HUS28
FL 10655.9E
ESR-2549
HUS28-2
FL10�o55.91
ESR-2549
LU24
FL10655.IID3
ESR-2549
LU26
FL IID655.1ID4
E5R-2549
LUS210-2
FL10655.10�
ESR-2549
LUS24
FL10655.1@9
ESR-2549
LUS26
FL IID655.11I
ESR-2549
LUS26 -2
FL I@655.112
ESR-2549
LUS28
FL I@655.113
ESR-2549
LUS46
FL 10655.118
ESR-2549
LEG3
FLI@661.11
ESR-2ro15
MSTb@
FL10852.�
ESR-2105
LSTAI2
FL 10852.4
ESR- 2105
LSTAI5
FL 10852.4
ESR-2105
LSTA18
FL IID852.4
ESR-21@5
LSTA24
FL10852.4
ESR-2105
LSTA30
FL10852.4
ESR-2105
LSTA36
FL 10852.5
E5R-2105
LTTI9
FL114963
ER-130
LTT?@B
FL 11496,3
ER-130
LTTI31
FL11496.3
ER-13@
LT512
FLI@45b.29
ESR-2613
LGT2
FLI1410."1
SIM20@803
L530
FL 10446.15
ESR- 260E
A34
FLI0446.3
ESR-2606
L PT 4
FL 1044b.19
ESR- 260E
LS50
FL 10446.1E
ESR-2606
WIti141C�
FL 10661.8E
ESR-2615
M5TA12
FL I@852.8
ESR-21@5
MSTA15
FLI0852.8
ESR-2105
MSTA18
FLI@852.9
ESR-2105
MSTA24
FL10852.9
ESR-2105
MSTA36
FL10852.9
ESR-2105
MSTC40
FL1@852.11
ESR-2105
MSTC52
FLI@852.11
ESR-2105
MTSi2
FL I@45b.33
ESR- 2613
MTSI6
FL10456.34
ESR-2613
MTS18
FL I@456.35
E5R-2613
MTW2ID
FL IID456.3b
ESR- 2613
MGT
FL 114�0.9
SIM200803
MBHA3.56/11,25
FL1086b.12
ESR-26 Uo
MBHA3.56/16
FL10866.12
ESR-261b
ABU44
FL10849.1
ESR-1622
ABUb6
FL 10849.1
ESR-1622
HDU2-SD52.5
FL10441,4
ESR-2330
GLTV3.516
FLIID661.8
ESR-2b15
FCsTR
FL 114i32
SIM2@08ID2
GSI6
FL10852.1
E5R-2105
HI
FL I@456.5
ESR-2b l3
HlID
FL10456b
ESR-2ro13
H10-2
FL1045b.1
ESR-2613
H10A
FL10456.6
ESR-2613
H3
FL1@456.13
ESR-2613
H4
FL1ID45b.14
E9R-2613
H5
FL IID456.15
ESR-2613
H2.S
FL 10456.11
E5R-2613
H2.5A
FL10456.12
ESR-2613
HS
FL114T@.3
SIM2@08@3
SPl
FL10456.41
ESR-2613
SP2
FL 10456.42
ESR-2613
SP4
FL 1045b.43
ESR-2b 13
SP6
FLI@456,44
ESR-2613
SPS
FL I@456.45
ESR-2613
5PH4
FL10456.46
E5R-2613
SPH6
FL 10456.41
ESR-2613
SPHB
FL I@456.48
ESR-2613
U24
FLI@b55,141
ESR-2549
HHUS28-2
FL10655.3
ESR-2549
HHUS410
FL I@b55.4
ESR-2549
HGU55,25/12
FL11468,11
SIM2@@8ID4
HGUS414THDH414
FL11468.10
SIM20IDB04
HDQS-SDS3
FL10441.1
ESR-2330
RBc
FL11418.6
ES-0112
MSTAM24
FL11473.19
SIM200802
MSTAM36
FL114'13.19
SIM200802
MSTGM40
FL11413.19
SIM200802
HHETA20
FL11413.9
91M20IDSID2
LGT3-SD52,5
FL11410.1
SIM20ID803
LGUM26-2 -
FL114�3.12
SIM200802
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