HomeMy WebLinkAbout3068 Moulden Hollow DrINDEX OF DRAWINGS
SHEET DESCRIPTION
SHEET
No.
CS
COVER SHEET
1
FLOOR PLAN
2
INTERIOR ELEVATIONS
3.1
EXTERIOR ELEVATIONS
3.2
EXTERIOR ELEVATIONS
F1
FOAM DETAILS
4
ELECTRICAL PLAN
5
ROOF PLAN
6
FOUNDATION PLAN
7
ROOF FRAMING PLAN
8
LINTEL DETAILS
SN
STRUCTURAL NOTES
SN1
DETAILS
S3
DETAILS
S4
DETAILS
S5
DETAILS
SS
RETROFIT DETAILS
D1
SECTIONS & DETAILS
WP
WATERPROOFING DETAILS
PA1.0
PRODUCTAPPROVAL NUMBERS
PA11
PRODUCTAPPROVALNUMBERS
ABBREVIATIONS
PA1.2
PRODUCTAPPROVALNUMBERS
- ---------
PA1.3
PRODUCTAPPROVAL NUMBERS
A.B. Anchor Bolt
F.P. Fireplace
P.T. Pressure Treated
Abv.
Above
F.O.M. Face Of Masonry
Pwd.
Powder Room
A/C
Air -Conditioner
Ft. FootJ Feet
Rad.
Radius
ADJ.
A.F.F.
Adjustable
Above Finished Floor
Ftg. Footing
Ref.
Refrigerator
A.H.U.
Air Handler Unit
FIX Fixed
Req'd.
Required
ALT. Alternate
GaIv. Galvanized
Rm. Room
B.A.
Base Cabinet
G.C. General Contractor
Rnd.
Round
BF
Bifold Door
G.Fl. Ground Fault Interrupter
R/S
Rod and Shelf
Bk Sh
BookShelf
G.T. Girder Truss
SD.
Smoke Detector
Bm.
Bot.
Beam
Bottom
Hdr. Header
S.F.
Square Ft.
B.P.
Bypass door
Hgt. Height
Sh.
Shelves
BRG. Bearing
HB Hose Bibb
SHT Sheet
Cir.
CIg.
Circle
Ceiling
Int. Interior
K/Wall Kneewall
S.L.
S.P.F.
Side Lights
Spruce Pine Fir
[IFF71 F7 FEI E]EIE] LA
ci
Control Joint
K.S. Knee Space
Sq.
Square
Col.
Comm.
Column
Community
Laun. Laundry
Lay. Lavatory
S.Y.P.
TB
Southern Yellow Pine
Towel Bar
Comp.
Compressor
LF Linear Ft.
Temp.
Tempered
C.T.
D.
Ceramic Tile
Dryer
LL Lintel Length
Thik'n.
T.O.B.
Thicken
Top of Block
E]E�DEJ FE11
H E I FE: I I
LT. Laundry Tub
1�1r'
DB
Dec,
Door Bell
Decorative
Mas. Masonry
T.O.M.
Top of Masonry
Ded.
Dedicated Outlet
Max Maximum
T.O.P.
Top of Plate
Dbl. Double
M.C. Medicine Cabinet
TR TOWEL RING
Dia.
Diameter
Mfgr. Manufacturer
TP
TOILET PAPER
Disp. Disposal
Micro. Microwave
Trans. Transom Window
Dist.
Distance
Min Minimum
Typ.
Typical
rc—"'
C:D
D.S.
Drawer Stack
M.L. Microlam
U.C.
Under Counter
D.V. Dryer Vent
Mir. Mirror
UCL Under Cabinet Lighting
DW,
Dishwasher
Mono Monolithic
U.N.O.
Unless Noted Otherwise
Ea.
E.W.
Each
Each Way
N.T.S. Not to Scale
V.
VB
Shower Valves
Vanity Base
c-
14
Elec.
Electrical
Opn'g. Opening
Vert.
Vertical
Elev. Elevation
Opt. Optional
V1. Versalam
Ext.
Exterior
PC. Piece
VTR
Vent through Roof
Exp.
Expansion
Ped. Pedestal
w
Washer
FBC Florida Building Code
PH PHONE
W/ With
Fin. FIr.
Finished Floor
P.L. Parallam
W/C
Water Closet
F.G.
ixed Glass
PLF Pounds per linear foot
WA.
Wedge Anchor
Flr. Floor
Pit. HI. Plate Height
Wd Wood
Fdn.
Foundation
Pit Sh. Plant Shelf
WP
Water Proof
ID
Fir Sys
Floor System
PSF Pounds per square foot
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REVISIONS
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08-20-15
1.0
NEW BASE PLAN
C14
12-8-15 2.0 ADDED VAULT. CLG.
C
1 2
-28-17 3.0
2017 FBC UPDATES
3`
02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG.
MEAN ROOF 15 FT. HIGH TYPICAL
FOR SINGLE STORY HOMES
C:)
MEAN ROOF 30 FT. HIGH TYPICAL
E
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FOR 2 STORY HOMES
CD
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THIS DRAWING AND DESIGN IS VALID
FOR 12 MONTHS AFTER THE DATE IT
IS SIGNED AND SEALED OR WHILE
co
CURRENT CODE IS VALID
Notice to Builder & All Subcontractors
It is the intent of Designer/Engineer listed in the titleblock of these
REVIEW PAT9
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documents that these documents be accurate, providing Licensed
CITY
A LL WORK SHALL
Professionals clear information. Every attempt has been made to
OP j!
COMPLy WITH
00r-A rz PR ILING
prevent error. The Builder and all subcontractors are required to
DUILDI CODE,
FLMS NATIONAL EL R!
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review all the information contained in these documents, prior to
AND THE CITY rjF Z'-
Et4HYRHILLS
the commencement of any work. The Designer/Engineer are not
responsible for any plan errors, onnissions,or misinterpretations
undetected and not reported to the Designer / Engineer prior to
construction. All construction MUST be in accordance to the
co
FS
information found in these documents. Any questions regarding
C-4
the information found in these plans should be directed to our
Office at (407) 880-2333 immediately. No backcharges will be
1 9 41
considered for reimbursement by the Designer/Engineer without
advanced notification and approval by the Designer/Engineer.
Payments will be made in accordance to the terms of the
agreement.
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within these drawings comply with the 2017 Florida
Building Code - Residential 6th Edition. Engineer's
signature and seal is only for the structural engineering
portions of the drawing pages bearing Engineer's signature
d seal.
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EGRESS EGRESS
H. 13�
19'-6"
HEADER SCHEDULE
MARK
HEADER SIZE
REMARKS
(2) - 2XIS #2 SYP W1 1/2"
FILITCH PLATE
(2) - 2X8 #2 SYP W1 1/2"
FLITCH PLATE
(2) - 2X1 0 #2 SYP W/ 1/2"
FILITCH PLATE
(2) - 2X12 #2 SYP W/ 1/2"
FILITCH PLATE
(2) - 1314" X 11 1/4 LVL
2.OE Fb=2600 PSI
(2) - 1 314" X 9 1/4"
LVL 2.OE Fb=2600 PSI
(2) - 13/4" X 16"
LVIL 2.01E Fb=2600 PSI
(2) - 13/4" X 7 1/4"
LVIL 2.OE Fb=2600 PSI
(2) - 2X4 #2 SYP \1V1 1/2" Follow Q/S4. See Plan for
R.A.G. FLITCH PLATE Bearing Wall Call Out When
Straps are Required
VERIFY W1 PLAN CORRECT LENGTH OF HEADER REQUIRED
SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND
REQUIRED STUDS
WINDOW SCHEDULE
SIZE
R.O. CMU
(Flange)
R.O. FRAME
(Fin)
TYPE
12
20 X 26
184X254
S.H.
13
20 X 38
18 4 X 37 1
&H.
14
20X50t
18JX50
S.H.
15
20 X 63
18 4 X 62
S.H.
16
20 X 72
18 4 X 714
S.H.
j 32
27 1/4 X 26
26X25J
S.H.
J33
27 114 X 38
N/A
S.H.
j 34
27 4 X 50
N/A
S.H.
J33
N/A
26 x 371
S.H.
j 36
27JX72
26 X 71 1/2
S.H.
22
37JX26
36 4 X 25 1/2
S.H.
23
37 j X 38 j
36 j X 37 3/4
S.H.
24
37JX501
364X50
S.H.
26
37 j X 72
36 4 X 71 1/2
S.H.
DOUBLE 2
WIDE
75" TALL
73 4 WIDE
S.H.
32
54 X 26
524X254
S.H.
33
54 X 38 j
524X37i
S.H.
34
54 X 50 j
52 4 X 50
&H.
35
54 X 63
52 X 62
S.H.
36
54 X 72
52 X 71
S.H.
39X59
40 X 59
N/A
S.H.
DOUBLE 39X59
79 X 59
N/A
S.H.
General notes
R302.5 Dwelling/Garage Open ing/Penetration Protection.
• Openings from a private garage directly into a room used for
sleeping purposes shall not be permitted. Door between
garage and residence shall be equipped with solid doors not
less than 13/8" in thickness, solid or honeycomb -core steel
doors not less than 1 3/8" thick, or 20-minute fire -rated doors.
• Duct Penetration. Ducts in the garage and ducts penetrating
the walls or ceilings separating the dwelling from the garage
shall be constructed of a minimum No. 26 gage (0.48 mm)
sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl
duct board, or other approved material and shall have no
openings into the garage.
• Other penetrations shall be protected as required by section
R302.1 1, Item 4.
R302.6 Dwelling/Garage Fire Separation.
The garage shall be separated from the dwelling as per the
following:
• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or
equivalent applied to garage side.
• From Habitable Rooms Above Garage - Not Less than 5/8"
Type-X Gyp. Bd. or equivalent.
• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less
than 1/2" Gyp. Bd. or equivalent.
• Garages Located Less Than 3 Feet From Dwelling On The
Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied
to the interior side of exterior walls that are within this area.
R312.2.1 Window Sills.
In dwelling units, where the opening of an operable window is
located more than 72 inches above the finished grade or surface
below, the lowest part of the clear opening of the window shall be
a minimum of 24 inches above the finished floor of the room in
which the window is located. Operable sections of windows shall
not permit openings that allow a 4-inch-diameter sphere where
such openings are located within 24 inches of the finished floor.
Chapter 45 Private Swiming Pools, Section R4501.17.1.9
All doors and windows providing direct access from the home to
the pool shall be equipped with an exit alarm complying with UL
2017 that has a minimum sound pressure rating of 85 db a at 10
feet. Any deactivation switch shall be located at least 54 inches
above the threshold of the access. Separate alarms are not
required for each door or window if sensors wired to a central
alarm sound when contact is broken at any opening.
M 1507.2 Recirculation of Air.
Exhaust air form Bathrooms and toilet rooms shall not be
recirculated within a residence or to another dwelling unit and shall
be exhausted directly to the outdoors. Exhaust air from bathrooms
and toilet rooms shall not discharge into an attic, crawl space or
other areas inside the building.
GAS APPLIANCES
G.C. to verify location of gas riser before commencement of work.
Where gas water heaters are installed. Water heaters shall be
ns e amn.o a ove r. per . . xcep w ere
appliances that are listed as flammable vapor ignition resistant.
OPENING PRESSURES
ENCLOSED - EXPOSURE "C"
+29.7 -30.8
+29.7 / -39.2
+28.3 -30.8
(D-)
+28.3 / -36.4
+26.6 -28.0
+26.6 / -32.2
SEE SN SHEET SEE N SHEET
NOTE: WIND SPEED INDICATED ABOVE IS AN
LISTED ABOVE ARE ALLOWABLE PRESSURES
SOFFIT DESIGN PRESSURE]
+34.0 / -44.8
WALLLEGEND
TYP. 2x FRAME WALL
BEARING WALL
INTERIOR BEARING WALLS NOTED "FLOOR BEARING
ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND
REQUIRES NO UPLIFT CONNECTORS TO FLOOR
SYSTEM
AREA TABULATION "All'
1ST FLOOR LIVING AREA 1936
LIVING TOTAL 1936
GARAGE 416
FRONT ENTRY 20
TOTAL AREA 2372
INSULATION REQ.
LOCATION
R-VALLIE / TYPE
EXT CONC WALL
R-4.1 HIGH PERM
EXT FRAME 2 x 4
R- 11 /R-1 3 KRAFT FACED
EXT FRAME 2 x 6
R-19 KRAFT FACED
CONDITIONED CEILING
R-30 BLOWN -IN
(INSTALL BAFFELS AT EAVE)
GARAGE SEPARATION I R-1 1/R-13 KRAFT FACED
(GARAGE / LIVING)
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portions ofthe drawing pages bearing Engineer's signature
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12
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ROOF CRITERIA:
12" OVERHANG U.N.O.
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PITCH PER ELEVATION
"*G.C. VERIFY ROOF PITCH**
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
R703.7 Exterior plaster.
Installation of these materials shall be in compliance with ASTM C
926 and ASTIVI C 1063.
R703.7.1 Lath.
All Lath and lath attachments shall be of corrosion -resistant
materials. Attached per ASTM C 1063.
R703.7.2 Plaster.
Plastering wl portland cement plaster shall be not less than three
coats when applied over metal lath or wire lath and shall be not
less than two coats when applied over masonry, concrete.
R703.7.3 Water-Resisitive Barriers.
Water-resisitive barriers shall be installed where cement plaster
(stucco) is to be applied over wood -based sheathing, shall include
a water -resistive vapor -permeable barrier. The individual layers
shall be installed independently such that each layer provides a
separate continuous plane and any flashing intended to drain to
the water -resistive barrier is directed between the layers. The
barriers shall consist of one of the following.
1. Two layers of an approved water resistant barrier material in
accordance with R703.2.
2. One layer of an approved water -resistive barrier (paperbacked
stucco lath) over an approved synthetic house wrap.
R703.4 Flashing.
Approved corrosion -resistant flashing shall be applied
shingle -fashion in a manner to prevent entry of water into the wall
cavity or penetration of water to the building structural framing
components. Flashing shall be installed at the following locations.
• Exterior window/door openings.
• Intersection of chimneys or other masonry contructions with
frame walls.
• Under and at the ends of masonry, wood or metal copings
and sills.
Continuously above all projecting wood trim.
Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
At wall and roof intersections
At Built-in gutters.
Attic Ventilation
Attic Ventilation to be in compliance with the Florida Building Code 6th Edition
(2017) Residential R806.
The Minimum net free ventilating area shall be 1/150 of the area of the vented
space. The ventilating area may be reduced to 1/300 provided that at least 40%
but no more than 50% of the required ventilation is provided in the upper portion of
the space to be ventilated.Upper ventilators shall be located no more than 3 feet
(measured vertically) below the ridge or highest point of the space, with the
balance of the required ventilation provided by eave or cornice vents.
-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN -
(Values to be verified with Manufacturer Specifications)
RIDGE VENTS 15 SQ. IN. OF NET FREE AREA/ LINEAR FT.
OFF -RIDGE VENTS 138 SQ, IN. OF NET FREE AREA/ UNIT
SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT.
O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT.
(Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) ( 72 = Amount of O'Hagin Vents Needed
LOMANCO DECK -AIR (Shingle Rool) - 9 SQ. IN. OF NET FREE AREA/ FT.
"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = (Linear Ft. of Deck -Air Needed)
- O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT
—Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed
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ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
R703.7 Exterior plaster,
Installation of these materials shall be in compliance with ASTM C
926 and ASTM C 1063.
R703.7.1 Lath.
All Lath and lath attachments shall be of corrosion -resistant
materials. Attached per ASTM C 1063.
R703.7.2 Plaster.
Plastering wl portland cement plaster shall be not less than three
coats when applied over metal lath or wire lath and shall be not
less than two coats when applied over masonry, concrete.
R703.7.3 Water-Resisitive Barriers.
Water-resisitive barriers shall be installed where cement plaster
(stucco) is to be applied over wood -based sheathing, shall include
a water -resistive vapor -permeable barrier. The individual layers
shall be installed independently such that each layer provides a
separate continuous plane and any flashing intended to drain to
the water -resistive barrier is directed between the layers. The
barriers shall consist of one of the following.
1. Two layers of an approved water resistant barrier material in
accordance with R703.2.
2. One layer of an approved water -resistive barrier (paperbacked
stucco lath) over an approved synthetic house wrap.
R703.4 Flashing.
Approved corrosion -resistant flashing shall be applied
shingle -fashion in a manner to prevent entry of water into the wall
cavity or penetration of water to the building structural framing
components. Flashing shall be installed at the following locations.
• Exterior window/door openings.
• Intersection of chimneys or other masonry contructions with
frame walls.
• Under and at the ends of masonry, wood or metal copings;
and sills.
Continuously above all projecting wood trim.
Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
At wall and roof intersections
At Built-in gutters.
Attic Ventilation
Attic Ventilation to be in compliance with the Florida Building Code 6th Edition
(2017) Residential R806.
The Minimum net free ventilating area shall be 1/150 of the area of the vented
space. The ventilating area may be reduced to 1/300 provided that at least 40%
but no more than 50% of the required ventilation is provided in the upper portion of
the space to be ventilated. Upper ventilators shall be located no more than 3 feet
(measured vertically) below the ridge or highest point of the space, with the
balance of the required ventilation provided by eave or cornice vents.
—CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN**
(Values to be verified with Manufacturer Specifications)
• RIDGE VENTS 15 SQ. IN. OF NET FREE AREA/ LINEAR FT.
• OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT
• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA/ SQ. FT.
• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT.
(Sq. Ft. Soffit Needed) x 7 = (Sq, In. Needed) 172 = Amount of O'Hagin Vents Needed
• LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA I FT.
**Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = (Linear Ft. of Deck -Air Needed)
O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA/ VENT
Formula: (Sq. Ft. Soffit Needed) x 7 =(Sq. In. Needed) 186.25 =Amount of O'Hagin Vents Needed
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ELECTRICAL SPECIFICATION
NOTES:
ELECTRICAL CONTRACTOR
MUST VERIFY WITH THE
SPECIFICATIONS FOR THE TYPE
OF FIXTURE TO BE USED. LIGHT
FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
200A INDOOR PANEL
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----------------------------------------------
GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser DiagraM (Updated 7-1-14)
NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO.
1 . Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF
(general)
kitchen 44" AFF
bathroom 39" AFF
laundry room 36" AFF
exterior waterproof 12" AFF
garage general purpose 42" AFF
range 2" AFF
2. All trim plates & devices to be ganged, where possible.
3. Electrical switches to be at 42" centerline above finished floor.
4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the
national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the
installation & sizing of all electrical, wiring & accessories.
5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217.
6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the
branch circuits in all dwelling units per NFPA 70 and the 2014 NEC.
7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11
8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling
units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate
standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and
vapor detector sensor, according to the installation.
9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and
labeled by a Nationally Recognized Testing Laboratory.
10. Keep all smoke detectors minimum of 36" from bathroom doors
11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and
shall be equipped with a monitored battery backup.
12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits
is not acceptable.
13. All doors and windows providing direct access from the home to the pool shall be equipped with an
exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and
either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning
when the door or window are opened..
14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed
within 6' if the outside edge of a sink. This would include the receptacle installed for a washing
machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill
the requirement for an outlet every 24". The width of the sink or range is not to be included in the
spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter
tops and 18" for sinks and ranges installed in corner counters.
ELECTRICAL KEY
DUPLEX CONVENIENCE OUTLET
PEP=
DUPLEX OUTLET ABOVE COUNTER
PE5,W:.P.
WEATHERPROOF DUPLEX OUTLET
GROUND FAULT INTERRUPTER DUPLEX OUTLET
HALF -SWITCHED DUPLEX OUTLET
SPECIAL PURPOSE OUTLET
DUPLEX OUTLET IN FLOOR
220 VOLT OUTLET
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To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the 2017 Florida
Building Code - Residential 6th Edition. Engineer's
signature and seal is only for the structural engineering
portions of the drawing pages bearing Engineer's signature
and seat.
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ATTIC VENTILATION CALCULATIONS - Al
ATTIC VENTILATION REQUIRED
UPPER VENTILATION PROVIDED
1/150 Rule
1/300 Rule
Ridge
Off -Ridge
(No Upper Ventilators
(Must Provide Upper Ventilators)
Vent Amt
Amt.
Req.)
(Ft.)
Total
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ATTIC
Provided
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SQ. FT.
Total SQ.
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by Upper
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29.00000
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Floor
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2278
325
1139
81
570
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(Zone 1)
"NOTE"
GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS
REQUIRED BY FBC 6th ED. RESIDENTIAL.
ROOF PLAN
SCALE: )/4"=V-0"
General Notes
ROOF CRITERIA:
12" OVERHANG U.N.O.
PLUMB CUT FASCIA ROOF
PITCH PER ELEVATION
**G.C. VERIFY ROOF PITCH"
ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE
CONTRACTORS RESPONSIBILITY TO VERIFY
ROOF SLOPE REQUIREMENTS WITH TRUSS
MANUFACTURER.
"ELECTRICAL SPECIFICATION NOTES"
ELECTRICAL CONTRACTOR MUST VERIFY WITH
THE SPECIFICATIONS FOR THE TYPE OF FIXTURE
TO BE USED. LIGHT FIXTURES SHOWN ARE FOR
LOCATION PURPOSES.
Exterior Covering
R703.7 Exterior plaster.
Installation of these materials shall be in compliance with ASTM C
926 and ASTM C 1063.
R703.7.1 Lath.
All Lath and lath attachments shall be of corrosion -resistant
materials. Attached per ASTM C 1063.
R703.7.2 Plaster.
Plastering w/ portland cement plaster shall be not less than three
coats when applied over metal lath or wire lath and shall be not
less than two coats when applied over masonry, concrete,
R703.7.3 Water-Resisitive Barriers.
Water-resisitive barriers shall be installed where cement plaster
(stucco) is to be applied over wood -based sheathing, shall include
a water -resistive vapor -permeable barrier. The individual layers
shall be installed independently such that each layer provides a
separate continuous plane and any flashing intended to drain to
the water -resistive barrier is directed between the layers. The
barriers shall consist of one of the following.
1. Two layers of an approved water resistant barrier material in
accordance with R703.2.
2. One layer of an approved water -resistive barrier (paperbacked
stucco lath) over an approved synthetic house wrap.
R703.4 Flashing.
Approved corrosion -resistant flashing shall be applied
shingle -fashion in a manner to prevent entry of water into the wall
cavity or penetration of water to the building structural framing
components. Flashing shall be installed at the following locations.
Exterior window/door openings.
Intersection of chimneys or other masonry contructions with
frame walls.
9 Under and at the ends of masonry, wood or metal copings
and sills.
Continuously above all projecting wood trim.
Where exterior porches, decks or stairs attach to a wall or
floor assembly of wood -frame construction.
At wall and roof intersections
At Built-in gutters.
Attic Ventilation
Attic Ventilation to be in compliance with the Florida Building Code 6th Edition
(2017) Residential R806.
The Minimum net free ventilating area shall be 1/150 of the area of the vented
space. The ventilating area may be reduced to 1/300 provided that at least 40%
but no more than 50% of the required ventilation is provided in the upper portion of
the space to be ventilated.Upper ventilators shall be located no more than 3 feet
(measured vertically) below the ridge or highest point of the space, with the
balance of the required ventilation provided by eave or cornice vents.
-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN**
(Values to be verified with Manufacturer Specifications)
• RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT.
• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT
• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT.
• O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT.
(Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of ol-lagin Vents Needed
LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT.
Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft. of Deck -Air Needed)
e O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT
**Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed
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Building Code - Residential 6th Edition. Engineer's
signature and seal is only for the structural engineering
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signature and seal is only for the structural engineering
portio ns of the drawing pages bearing Engineer's signature
and seal.
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VERSION NO - 4,.0
SHEET NO.
6,0
UPLIFT CONNECTION CROSS-REFERENCE
MARK SIMPSON STRONG TIE USP MANUFACTURING, INC.
CAPACITY CAPACITY
0 CONNECTOR FASTENERS CONNECTOR
SYP SPF SYP SPF
FASTENERS
A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585
10 - 10d x 1 1/2"
B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585
10 - 10d x 1 1/2"
C H2.5A 600 535 10 - 8d RT7A 670 565
10 - 8d X 1 1/2"
D H3 455 320 8 - 8d RT3 610 525
8 - 8d X 1 1/2"
E META20 1450 7 - 1 Od x 1 1/2" HTA20-18 1400 1400
10 - 10d X 1 1/2"
F HHETA20 2235 10 - 1 Od x 1 1/2"
G H10A 1340 1015 18 - 1 Od x 1 1/2" RT1 6A 1380 1160
9-1 Od X 1 1/2% 8-1 Od
H HTT4 3610 3105 5/8" ANCH. A18) 10dxl-1/2 HTT4 2715 518" ANCH. /(20) 10dxl-1/2
i HTT5 4350 3740 518"ANCH. 1(26) 10dxl-1/2" HTT5 3225 5/8" ANCH. 1(28) 10dxl-1/2
K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 2345 -
2 - 5/8" DIA. BOLTS
L HD5B * 4505 3785 5/8"ANCH. 3/4"STUD BOLTS TDX6 5320 -
2 - 7/8" DIA. BOLTS
M HD75 * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX1 0 7845 -
4 - 7/8" DIA. BOLTS
N LUS26 1165/1070 1005/915 8 - 10d x 3" JUS26 1115/1060** -
8 - 10d
P HUS26 1550/3335 1335/2820 20 - 16d x 3 1/2" HUS26 1925/3295 -
(20)16d x 3-1/2"
Q HUS28 2000/4220 1720/3125 30 - 16d x 3 1/2" HUS28 2570/4345 -
30d -16d x 3-1/2"
(2)
R- MTS12 1 1000 860 14 - 1 Od x 1 1/2" MTW12 1195 1005
14-1 Od x 1-1 /2"
A
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S MTS16 1000 860 14 - 1 Od x 1 1/2" MTW16 1195 1005
14-1 Od x 1-1 /2"
T MTS20 1000 860 14 - 1 Od x 1 1/2" MTW20 1195 1 1005
14-10d x 1-1/2"
U MGT/MUGT 3140 3140 22 - 1 Od X (1) 5/8" ATR 5" EMBED Vill SIMPSON "SET" EPDXY
V LGT2 2150 1850 (16)16d SINKERS & LUGT2 1850 1810
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MINIMUM 3" MEMBER
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REACTIONS ARE FOR ROOF LOADS ONLY
DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE
CJ5
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THE PLATE OFF OF THE TRUSS.
ALL EPDXY ANCHORS USP CIA-7000C
NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER.
EJ7
EJ7
LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION.
FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24"
OC FOR CARPET AREA'S
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DROP HIP DETAIL
2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS
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TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-).
(B
INT RSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN
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THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. H
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IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK
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GENERAL INSTALLATION NOTES
1 . Provide full mortar head and bed joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. LI-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and
longer with a nominal height of 8" meet or exceed L11 80.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete
masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04.
11. The exterior surface of lintels installed in exterior concrete masonry walls shall have
a coating of stucco applied in accordance with ASTM C-926 or other approved
coating.
12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
loads shoud be checked for combine loading with the following equation:
Applied vertical load + Applied horizontal load
Safe vertical load Safe horizontal load <1 .0
GENERAL CONCRETE LINTEL SCHEDULE
APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY
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16 GAUGE POWERS
1. f c precast fintels = 3500 psi.
STEEL BOXED LtNTEL
2. fc prestressed lintels = 6000 psi.
3. grouted per ASTM C476 f g = 3000 psi wl
4. maximum 3/8" aggregate and 8" to 11" slump.
POWERS STEEL BOXED LINTEL NOTES (ALT.)
5. Concrete masonry units (CMU) per ASTM C90 wl
ONLY IF NOTED ON LINTEL PLAN
minimum net area compressive strength = 1900 psi.
6. Rebar per ASTM A615 Grade 60.
1. Refer to manufacturer's specifications for installation.
Prestressing strand per ASTM A416 grade
2. Contractor to provide proper protection of lintel to prevent rusting.
7. 270 low relaxation.
Refer to manufacturees specifications.
7/32 wire per ASTM A510.
3. If lintel is scratched or damaged refer to Powers Steel for repair.
8. Mortar per ASTM C270 type M or &
4. Lintel depth to match precast depth. One #5 Bar required at top
see lintel plan/details for bottom steel required.
5. A bonding agent must be applied to the Steel Box lintels prior to
L�NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPEF-
L NTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS
applying the cementitiuos coating. See contractor specifications
APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R_ FOR
APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE)
4'-6" LL 4'-6" LL
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NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.
1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID
BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE.
2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION.
ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS
AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
CONSUMER USE, SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW
PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE
OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B
REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT.
REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
(RE: FBRC R308.4)
R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE
INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR
CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1
EXCEPTIONS:
1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI
Z97.1-14
2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2
R308.4 HAZARDOUS LOCATIONS.
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:
1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES.
2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR
ASSEMBLIES.
3. GLAZING IN STORM DOORS.
4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE
GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS
WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES
(1524MM) ABOVE THE FLOOR OR WALKING SURFACE.
7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6
ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2).
7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR.
7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR.
7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE
GLAZING.
8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS.
9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE
BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524
MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING.
10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING
SURFACE 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 OF A STAIRWAY IN
ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE
TREAD.
EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS:
1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS.
2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7.
3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE
DOOR AND THE GLAZING.
4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR
WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN
THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2.
5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36
INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD
OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN
HEIGHT.
6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN
THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER
HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR.
7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION
R308.2,
8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING
SUPPORT.
9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE:
9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR
IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND
9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING.
1 . SPECIFICATIONS
CONSTRUCTION:
1. 1. 1.
ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.1.2.
ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.1.3.
ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.1.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.1.5.
FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017)
1,1.6.
"MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION.
1.1.7.
"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
TRUSS PLATE INSTITUTE TR11-14.
1.2.
DESIGN:
1.2.1.
ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
1.2.2.
ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16
SPECIFICATIONS FOR MASONRY STRUCTURES.
1.2.3.
ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
1.2.4.
NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL
ACCOMPANYING SUPPLEMENTS.
1.2.5.
PLYWOOD DESIGN SPECIFICATIONS (APA)
1.2.6.
FLORIDA BUILDING CODE (FBC) 6th ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR)
1.3.
SHOP DRAWINGS:
1.3.1.
THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM
THE ENGINEER OF RECORD.
1.3.2.
ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
1.3.3.
ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND
BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
SUPPORTING TRUSS MEMBERS.
2. DESIGN LOADS
2.1.
DEAD LOADS:
2.1.1.
UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF
2.1.2.
UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
2.1.3.
UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF
2.1.4.
1ST FLOOR SUPERIMPOSED LOAD: 20 PSF
2.1.5.
UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF
2.1.6.
UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF
2.1.7.
BALCONIES & DECKS: 15 PSF
2.1.8.
TILE ROOF
TOP CHORD: 15 PSF
BOTTOM CHORD: 10 PSF
2.1.9.
SHINGLE ROOF
TOPCHORD: 7 PSF
BOTTOM CHORD: 10 PSF
2.1-10.
FLOOR TRUSSES 15
2.2.
LIVE LOADS:
2.2.1.
SIDEWALK AND DRIVEWAY LOAD: 250 PSF
2.2.2.
GARAGELOADS: 40 PSF
2.2.3.
PARTITIONED ROOMS: 40 PSF
2.2.4.
BALCONY AND DECKS: 60 PSF-UN DER 100 sq. ft.
2.2.5.
STAIRWAYS AND LANDINGS: 40 PSF
2.2.6.
SLEEPING ROOMS: 30 PSF
2.2.7.
FLOOR TRUSS
TOP CHORD MINIMUM: 40 PSF
2.2,8.
ROOFTRUSS
TOP CHORD MINIMUM: 20 PSF
BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT)
BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF
2.3.
RAILING LOADS:
2.3.1.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
DIRECTION ON THE RAILING.
2.3.2.
ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A
HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL
2.3.3.
GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED
HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM.
2.3.4.
2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
2.4.
WIND LOADS:
2.4.1.
WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017),
AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR
"I" = 1.0. ENCLOSED BUILDING
2.4.2.
NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE
2.4.3.
WIND LOAD DETERMINATION BASED ON ASCE 7-10
2.5.
DEFLECTIONS:
2.6.1.
FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES
THE SPAN FOR TOTAL LOAD.
3. DESIGN METHOD
3.1.
LOAD FACTOR DESIGN:
3.1.1.
THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN:
CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS
3.2.
SERVICE LOAD DESIGN:
3.2.1.
THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN:
MASONRY WALLS AND LI NTELS
INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING
STAIRS AND FLOOR FRAMING
ROOF FRAMING, SHEATHING AND UPLIFT
3.3.
LOAD COMBINATIONS FOR LRFD DESIGNS:
3.3.1.
THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR:
TOTAL DL + FLOOR LL + ROOF LL
TOTAL DL + FLOOR LL + WL
TOTAL DL + WL
3.3.2.
ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD
COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
3.4.
DESIGN ASSUMPTIONS:
3.4.1.
ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS
SHOWN OTHERWISE IN THE DESIGN PLANS.
200 01�1 �
4.1. REINFORCING STEEL:
4.1.1.
REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi
4.1.2.
LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20".
4.1.3.
ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE
FACE OF THE CONCRETE.
4.1.4.
REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
4,1.5.
REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED
YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
RECORD.
4.1.6.
DESIGN COVER REQUIREMENTS:
C-I-P CONCRETE FORMED AGAINST EARTH:
3"
C-I-P CONCRETE EXPOSED TO EXTERIOR:
2"
C-l-P CONCRETE NOT EXPOSED:
1 Y2"
GROUT FILLED MASONRY:
Y4"
4.1.7.
WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14
4.1.8.
DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE)
ACI 530-13 (MASONRY STRUCTURES)
4.2. CONCRETE:
4.2.1.
CONCRETE TYPE
MIN. 28 DAY
DESIGN (fc)
MODULES OF
ELASTICITY
DESIGN (E)
C-l-P CONCRETE (NORMAL WEIGHT)
2,500 Psi
2,850 Ksi
C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY
3,000 Psi
3,122 Ksi
C-I-P GROUT
3,000 Psi
3,122 Ksi
WORST CASE DESIGN PRESSURE TABLE
4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP
BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
BUILDING DATA
CRITERIA.
WIND SPEED (ULTIMATE) 140 MPH
4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
WIND SPEED (ALLOWABLE) 108 MPH
WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
ADDITIONAL CRITERIA.
4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED
WIND EXPOSURE -- "C" (FBC-R R301)
4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN
INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG)
ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
BUILDING CATEGORY = 11
4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS):
31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W1 1.4 x 1.4 WWF @
DESIGN WIND PRESSURE:
MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @
CONTRACTORS DISCRETION.
4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL
(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
ACI- MCP 2011 STANDARDS.
# END ZONE IS ONLY WITHIN 5-0"
4.3. CONCRETE MASONRY:
OF ALL EXTERIOR BUILDING CORNERS
4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN.
WINDOWS AND DOORS
4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11
NON -MOISTURE CONTROLLED.
140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O.
4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL
+ 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.
STEM WALLS.
CONSTRUCTION
4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI
GARAGE DOORS (V 140 MPH)
MINIMUM.
TYPE: 5B
4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
SINGLE 90 +26.3 PSF / -29.8 PSF
CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
DOUBLE 160 +25.2 PSF / -28.1 PSF
4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION.
4.4. STRUCTURAL LUMBER:
4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb = 1,312 PSI, E = 1,400 KSI
NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES.
ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KSI
4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2,
STUD QUALITY OR BETTER
NOTE:
4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS
SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.C.
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE
4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O.
CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE
4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR
STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD
GREATER SECTION PROPERTIES.
4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN
CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, CONTRACTORS'
CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO
MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD.
"DESIGN
THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF
4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE
SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
CONSTRUCTION.
ANSI/TPI 1-2007, BCSI
4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.
4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER
ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST
2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK
NOTE:
4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063
PER FLORIDA CODE R703.7
GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD
4.5. FASTENERS AND TIE DOWNS:
4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO:
FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1)/81,
SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi
DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL
ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi
SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi
OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS
HIGH STRENGTH BOLTS: ASTM A325
MACHINE BOLTS: GALVANIZED ASTM A307
(EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW
4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90
NAIL DISTANCEFROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL
GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87.
4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS
INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS
FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162".
CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED
4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER
ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING
PRIOR TO INSTALLATION.
OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING.
4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
FOR IN THE PLANS ARE A MINIMUM.
4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
NOTE:
4.5.7. CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE
ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM
WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE
AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED.
PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT.
4.6. MICRO -LAM LUMBER:
4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES:
E = 2,000,000 PSI
Fb= 2,950 PSI
Ft 1,850 PSI
Fc 500 PSI (PERPENDICULAR)
Fc 2,700 (PARALLEL)
4.7. STEEL: Fv 285 PSI
4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
STEEL ERECTOR.
4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C.
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS".
4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05.
4.7.4. STEEL TUBING: ASTM A500, GRADE B.
4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS
CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE
THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN.
4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
4.8. SOIL ELEMENTS ARE IN PLACE.
4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF.
FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF
4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION
R318.
4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1
TERMITE PROTECTION -
CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW
Borate / Boracore treated lumber
Soil Chemical Barrier Method
Other treatment - Must specify proposed method and submit documentation, which
substantiates the proposed method, is an approved termite protection system or method.
OR CHEMICAL SOIL TERMITE TREATMENT IS USED
1 . FBC-R R31 8.1 - "A permanent sign which identifies the termite treatment provider
and need for re -inspection and treatment contract renewal shall be provided.
The sign shall be posted near the water heater or electric panel"
2. Condensate and roof downspouts shall discharge at least
V-0" away from the building side walls.
3. Irrigationts
grinkler systems includin all risers and
-0" of the building side wall.
spray hea s shall not be installed wi hin 1'
4. FBC-R R318.7- To provide for inspection for termite infestation, between
wall covering and final earth grade shall not be less than 6 inches.
Exception: Paint or decorative cementitious finish less than 5/8"
thick adhered directly to the foundation wall.
5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation
and backfill is complete.
6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated
including spaces boxed or formed.
7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of tra S,
etc., shall be made with permanent metal or plastic forms. Permanent forms must Ee
of a size and depth that will eliminate the disturbance of soil after the initial treatment.
8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against
rainfall dilution. If rainfall occurs before vapor retarder placement,
retreatment is required.
9. FBC-R R318.1.5 - C?ncrete oyernr and mortar along the foundation perimeter
must be removed be ore extenor soil treatment.
10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete
or grade within V-0" of the structure sidewalls.
11. FBC-R R318.1.6 - An exterior vertical chemical barTier must be installed after
construction is complete, including landscaping and irrigation. Any soil disturbed
after the vertical barrier is applied, shall be retreated,
12. FBC-R R318.1 - All buildings are required to have pre -construction treatment.
13. FBC-R R318.1 - A certificate of compliance must be issued to the buildin department
b licensed pest control company before a certificate of occupancy will%e issued.
TUcertificate of compliance shall state: "The building has received a complete
treatment for the prevention of subterranean termites. The treatment is in
accordance with the rules and laws of the Florida Department of Agriculture
and Consumer Services".
14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed
from below and within V-0" of the building. This includes all grade stakes,
tub trap boxes, forms, shoring or other cellulose containing material.
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belief, the structural "..s. nd specifications contained
within these drawings comply with the 2017 Florida
Building Code - Residential 6th Edition. Engineer's
signature and seal is only for the structural engineering
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SCALE AS NOTED
DATE 3/19/2018
TECH: IV13AMES
VERSION No' 4mO
SHEET NO.
SN
ROOF DIAPHRAGM NAILING SCHEDULE
RIDGE LINE
. . . . . . . . . . . . . . . . . . . . . . . . . . +
+ ji . . . . . . . . . . . . . . . . . . . . . . . + +
+ + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + ji ...
+ _+ + 1-01. (TYP.) + +
6-0" + 6'-0"
+
-0"(Typ')
+/ + +
+ +
+ + +
+ + + + +
+ +
Lu + +
J + + + 15/32" CDX
+ + + PLYWOOD OR
+ + +
+ 4 + + . . . . . . + + 7/16" OSB
. . . . . . . . . .
+ + + . . . . . . . + + + + +
+ 4 . . . . + + . . . . . . . . . . . . .
+ + + + A+ + + + + + -4- +
140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE
—RIDGE LINE
8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES &
4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE
0.113 INCH NOMINAL SHANK DIAMETER 0. 113 INCH NOMINAL SHANK DIAMETER
RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER
16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH
0.280 INCH FULL ROUND HEAD DIAMETER
0.280 INCH FULL ROUND HEAD DIAMETER
2 INCH NAIL LENGTH 2 INCH NAIL LENGTH
FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED
NOTE:
1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED.
2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER.
3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS
OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN.
Backer and Filler Block Dimensions
BCI Joist
Backer Block
Thickness
Filler Block Thickness
Series
3/4" or 7/8"
5000s 1.8/1.7
wood panels
Two 3/4" wood panels or 2 x
1- 1 /8" or two 1/2"
6000s 1.811.7
wood panels
2 x — + 5/8" or 3/4" wood panel
1-1/8" or two 1/2"
6500s 1.811.7
wood panels
2 x + 5/8" or 3/4" wood panel
—
1-1 /8" or two 1/2"
602.0
1 wood panels
2 x — + 5/8" or 3/4" wood panel
90 2�O
2 x lumber
I —
Double 2 x lumber
—
DOUBLE JOIST CONSTRUCTION
(Not required if both loaded equally from above)
Filler blocking
1/8" gap
FILL CELL STD. 900 HOOK BONDBEAM
F
U-1
cc
STD. 90' CONT. #5
CONT. #5 HOOK BAR
BAR
#5 CONT.
FROM
FOUNDATION
TO HIGHEST
BOND BEAM
BOND BEAM STEP
SCALE: N.T.S.
2nd FLOOR
INTERIORIEXT WALL SEE
PLAN FOR MORE INFO
CONT. BASE PLATE
BEARING COLUMN
SEE PLAN FOR REQ'D
PLYWOOD FLOOR
COLUMN AND
SHEATHING PER PLAN
CONNECTION
A'D
I 1 TJ I TO BE CUT TO ALLOW
FOR BLOCKING/TJI
MASONRY WALL OR
INTERIOR BRG. WALL
TJI PER PLAN
OTHERWISE SOLID
BLOCKING TO MATCH
Solid block all posts from # OF 2nd FLOOR
above to bearing below. STUDS
SECTION
INT. BRG. WALL
N.T.S.
1/8" min.. 2'min.
2" Small gap
"
a
.
4
max.
A
Clinch nails
when
possible
�1\
1) Support back of web during nailing to prevent damage to
web -flange connection. ght fit
2) Block solid between joists for full length of span. Ti
3) Leave 1/8" gap between top of filler blocking and bottom of top flange. n 2" min.
4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web stifle er
4" max
Web Stiffener Fastener Schedule
Joist B aring ocation
Series F—Depth End Intermediate
BCI 5000sp
9-1/21,
2-8d
2-8d
11-7/8"
2-8d
3-8d
14"
2-8d
5-8d
BCI 6000s
BC1 6500su�
9-1/2"
11-7/81,
2-8d
2-8d
2-8d
3-8d
14"
2-8d
I 5-8d
16"
2-8d
6-8d
BCI 60sP
1 1-7/8"
2-8d
3-8d
14"
2-8d
5-8d
16"
2-8d
6-8d
11-7/81'
3-16d
--- _34-6d]
14"
5-16d
5-16d
"
16d
6-16d
2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or
. 16
6-
- Hangers with side nailing.
OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing
top flange of joist. WEB STIFFENER
DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S.
- Under 2nd floor column w/ loads
N.T.S. higher than 15001b
SQUASH BLOCKS AT INTERIOR
BEARING
Verlical load transfer =1 900 plf max along load bearing wall.
Load bearing wall must stack
L'
0
*Non -stacking walls over squash=20 blocks and
require additional wall or beam below.*
C:)
consideration. Check
k
C14
local building --- T1/16"
code for appropriate
�2
details in One 1 Od box
areas=20 of high or=20 sinker
lateral load. nail each side
101 -011
at bearing.
00
TANK -LESS W/H
'4- CORNER OF
�2 HOME
GARAGE SIDE
C14
CN
=1
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00
cn
E
P.11
00
H C G
0 0 0
F-011
i#
11 - 0
STUB -OUT FOR C�, 0 -1
_1 .-0" L I C LO
GAS METER 0 0
0
MEASUREMENTS ARE FROM FINISHED FLOOR
ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
GAS CONNECTION DETAIL
"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"
RAFTER SPAN TABLE
MEMBER SIZE AND SPACING
MAXIMUM LENGTH
MEMBER CONNECTIONS*
2" X 4" @ 16" O.C.
T-5"
(2) 16d TOENAILS
2" X 6" @ 16" O.C.
10--13"
(2) 16d TOENAILS
2" X 8" @ 16" O.C.
13-4-
(3) 16d TOENAILS
2 X 10" @ 16" O.C.
161-5"
(1) SIMPSON HTS20 OR (3) 16d TOENAILS
2" X 12" @ 16" O.C.
W-31'
(1) SIMPSON HTS20 OR (4) 16d TOENAILS
2" X 4" @ 24" O.C.
6-1
(2) 16d TOENAILS
2" X 61' @ 24" O.C.
T-15"
(2) 16d TOENAILS
2" X 8" @ 24" O.C.
(2) 16d TOENAILS
2" X 10" @ 24" O.C.
13'-0"
(3) 16d TOENAILS
2" X 12' - @ 24" O.C.
15'4"
(1) SIMPSON HTS20 OR (3) 16d TOE NAILS
TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
SOUTHERN YELLOW PINE, 55 PSF LOADING
Squash block
(2x4 minimum)
Bearing wall, Versa -Lam LVL or
0
Glularn Beam
NO HOLES (EXCEPT
KNOCKOUTS) ALLOWED
IN BEARING ZONES ---%
DO NOT cut, notch
or drill flanges
.
BLOCKING PANEL, INTERIOR
Vertical load transfer =1900 plf max. along bearing wall
Boise Joist Blocking
Use 3" (1 Od) nails at 6" o.c. Required on interior walls for vertical load transfer
Load bearing walls when load bearing - for lateral support when joists
meet over wall, or wall stacks directly over wall or
_tz
SIMPSC
wl (22)'
NAILS 1
5/8"D
THRU
BOLT
SIMPSC
W/ (22)
NAILS I
RTRUSS
'OP PLATE
Ice
TYPICAL SIMPSON MGT TO
BUILT-UP COLUMN DETAIL
TYPICAL SIMPSON LUS/HUS/HUC
INSTALLATION
MIN. EMBEDMENT
SCHEDULE FOR
AND QUANTITY
)F FASTENERS
TYPICAL SIMPSON HETA20
Plumbing
1111L HETAL20 INSTALLATION
beam below Load bearing wall must stack over
blocking and wall or beam below.*
It Joist
When joists meet over wall, provide
13/4" minimum bearing for each. I -Joist can be offset
0
Whe
&lm3 4
up to 3" to avoid
vertical plumbing
3" max
JOISTS OFFSET
Q�,� Provide adequate bearing Use 1 Odx3" nails at 6"o.c. for all joist
for each lapped joist.
blocking panel *Non -stacking walls
10d nails require additional consideration.
SECTION @ INT. BRG. WALL
N.T.S.
MINIMUM SPACING 2x GREATEST
DIMENSION OF LARGEST HOLE
D
(KNOCKOUT EXEMPTS)
(see table below) D
(see table below)
to
L
DO
6
BE CUT ANYWHERE IN -# CANTILEVER ILARGERTHANlY2"
THE WEB. PROVIDE AT i
61' ROUND HOLE MAY 6"' NOT CUT HOLES
ROUND IN
LEAST 3" OF CLEARANCE CANTILEVERS.
FROM OTHER HOLES
MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN
NOTES:
1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
MEMBER CONDITIONS.
6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
THE LARGEST HOLE.
7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER
UP OR DOWN.
9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE
POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
HOLE CUTTING CHART
N.T.S.
N.T.S.
Joist hanger
A/C CHASE 4" PVC
SLEEVE THRU STEM
WALL
Backer block (12" wide min.)
—_
Nail with 10- 1 Od nai Is.
nstall tight to top flange.
SLEEVE THRU STEM
SEE PLAN FOR--' .. 44
FOUNDATION INFO 4
STEM FOUNDATION
I I 1:;t7f
7
Nail with
r- GRADE =1kir' Llr!!!r7 Mi A KI
Filler block.
\ I 10-10d nails.
Backer block required where top
mount hanger load exceeds 250 lbs.
Install tight to top flange.
1/4"-2" gap—��
Backer Block
"Top Mount" "Face Mount"
Backer block shall be fight Backer block shall be tight
to bottom of top flange with to top of bottom flange with
1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top
flange. flange.
Web stiffner as
Web stiffeners are not required when top required if hanger
flange is laterally supported by joist hanger. doesn't meet
height
requirements
depth
7
O�6 X Joist
_z
I -JOISTS BUCKETS
N.T.S.
/.VU unmor- Af rvu
SLEEVE THRU FOOTING
MONO FOUNDATION
TYP. FND. PENETRATIONS
SCALE: N.T.S.
SIMPSON HETA20 HETAL20
INSTALLATION @ MID SPAN
NOTE:
UPLIFTVALUE
IS BASED ON
S.P.F.
LOCATION OF
SECOND H10A
0 (WHEN
SIMPSON H10A
REQUIRED)
w/ (18) 1 Od x 1 1/2"'
NAILS
UPLIFT 1015#
10A
X1 1 /2'
0154
TYPICAL SIMPSON H10A
INSTALLATION
TYPICAL SIMPSON MTS
HTS INSTALLATION
TOP (2) #5's x 4'-0"
CENETERED @ PIPE
PENETRATION
PLUMBING LINE
PVC OR SCH40 SLEEVE
12" BELOW
PIPE VERTICAL THRU FND.
GRADE
PVC OR SCH40 SLEEVE
TOP (2) #5's x 4' 0"
ENETERED @ PIP
PLUMBING LINE
PENETRATION
1
C E
4 4
A
SEE FND. PLN.
SIZE & REINF.
PIPE PERPENDICULAR TO FND.
TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
CENETERED @ PIPE
PENETRATION PLUMBING LINE
.4
4 A
A .0
4
A . I
A
A
SEE FND. PLN.
SIZE & REINF.
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To the best of the Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the 2017 Florida
Building Code - Residential 6th Edition. Engineer's
signature and seal is only for the structural engineering
portions of the drawing pages bearing Engineer's signature
and seal
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SCALE AS NOTED
DATE 3/19/2018
TECH: IVIJAIVIES
VERSION NO.
400
SHEET NO.
SN 1
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5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 BLOCKING
5/8"OR 1/2" HIGH STRENGTH BOTTOM CHORD OR 2x4 BLOCKING w/
(U.N.O.) (OR %" GYP. TYPE "X" @ w/ (2) 16d TOE NAILS @ EACH END
(U.N.O.) (OR Y8- GYP. TYPE "X" @ (2) 16d TOE NAILS @ EACH END
GARAGE W/A HABITABLE ROOM
ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT
t S
GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT
CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 wl
S.P.F. DOUBLE
TOP PLATE (10) 10d NAILS WHEN TRUSS ALIGNED WITH
S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH
8"x8"xl 6" NOMINAL BLOCK WITH
STUD BELOW
TOP PLATE STUD BELOW
3/8" MORTAR BETWEEN COURSES
SIMPSON SP2 w/
(12) 1 Od NAILS S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
SIMPSON SP2 w/ 2"x S P.F. (OR EQUAL) STUDS @ 16" O.C.
(1) ROW 2x BLOCKING @ MID
(12) 10d NAILS U.N.0'.
2x #2 SPF STUDS HGT. FOR WALL HGT. 5 8'-6". (2)
1/2" CDX PLYWOOD OR 7116" O.S.B.
//I-
@ 16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS
16d TOENAILS T & B FOR WALL HGT. > 8'-6".
SHEATHING REQ'D. FOR ALL ROW 2x BLOCKING @ MID HGT. FOR WALL
EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS
1) ROW 2x BLOCKING @ MID HGT. FOR
WALL - HGT. < 8'-6". (2) ROWS 2x BLOCKING
INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 81-6".
@ 3rd FITS FOR WALL HGT. > 8'-6".
1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
APPLICABLE.
3/8" MORTAR BETWEEN
SHEATHING W/ 8d COMMON NAILS @
4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN
EDGES, AND @ 12" O,C. @ FIELD
INSULATION PER CHART ON FLOOR PLAN
2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
SLAB & BLOCK
IMPSON SP1 w/ (10) 1 Od NAILS
SIMPSON SP1 w/ (10) 1 Od NAILS
@ 6" MAX FROM END OF 2 x PLATE
5/8"' x 10""J" BOLT @ 24" O�C. W/
(1) LAYER TYPE 11 (930)
N3-
(2) #5 CONT - ON 3" 6 x 6 W1.4 x W1.4
CHAIRS (TYP.)
C7
2"x3/16" PLATE WASHER (TYP.)
(ALT: 112"x12" TITEN HD @ 24" x P.T. BOTTOM PLATE
.2x P.T. BOTTOM PLATE
UNDERLAYMENT FOR ROOF
PITCH > 4:12
WWF OR FIBERMESH
I
ELEV, 0'-0"
I OIL
O.C. OR 5/8"x10'WEDGE ANCHOR x 6 W1.4 x W1.4
P,
6 x 6 W1.4 x W1.4
v �-
v . 1% . .. . . L
A
(2) LAYERS TYPE I OR TYPE 11
A. F. F.
L �L 1_x
@ 24" O.C.) 2"
WWF OR FIBERMESH
WWF OR FIBERMESH
(#15 OR #30) UNDERLAYMENT
FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS.
Z . . . . . . . 9
I
4 V. 4-3 1/2"
% ELE
A.F F
3 1/2" MIN.
A
3 1/2" M IN.
REQUIREMENTS SEE R905. PRE ENGINEERED WOOD
TRUSS @ 24" O.C. U.N.O.
Al 1-11
4 4 2x4 CONT�/ I U_
4
I> j-V
.. Ti V "i -is 1/2"(min 4"
00
Af-
Z /2"(min.)- 4"
2� I i W I JIM V
00 IELLFE, I I F'
(3 '1/2-(�i� �1--'4-"
12 HURRICANE ANCHOR EACH
4 4 1 4
4
31(2
"(min-.). 4'
@
(TYP.) TRUSS (SEE UPLIFT SCHED.) W/
Zp P 7.)
GARAGE DEPTH VARIES
I
ITI I IM I
I tE
7
FJ E
V ARIES
METAL PL. UNDER EA. TRUSS
4
I r=
-1
1 F
4
#5 CONT
(2) #5 CON.,
MOISTURE BARRIER
TYPICAL INTERIOR BEARING
(2) 4" 1'4' 8"
4 8"
INSULAFION LE SHINGLE ROOF
7116" O.S.B. MIN. SEE ROOF
WALL W/OUT UPLIFT
GARAGE SLAB AT STEP
U.N.O. MIN.
TYPICAL BEARING WALL ---STEP @ SHEARWALL C
U.N.O.
TYPICAL BEARING WALL @ STEP rcc
NAILING SCHEDULE ON SHT.
SN1
SEE TYP. WALL SECTION SCALE: 3/4"=V-0"
SCALE: 314"=1'-0"
"SHEAR WALL" SCALE: 3/4"=V-0"
�3
SCALE: 3/4"=V-0"
ELEV. VARIES/Af,,\
FOR ADDITIONAL SLAB
INFORMATION.
5/8" OR 1/2" ALUMINUM DRIP
STRENGTH
00115
CEILING EDGE
BOARD PER CODE (OR 5/8" LUMINUM FASCIA
GYP. TYPE "X" @ GARAGE
1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA
NAILED W/ 8d COMMON NAILS @ 4" O/C
T
ABOVE) W/DRYWALL EE SOFFIT
2xS.P.F.S LIDS 16"O.C.
A
BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
00�
SCREWS @ 7" O.C. SHEET
LOADBEARINGOR 2x STUD
SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
11� 1, 6,35
(1) ROW2x BLOCKING@ MID HGT.
CEILING & 8" O.C. WALLS
EXTERIOR WALL 8" C M U
(2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C
NOTE: FOR WALL HGT. :5 8'-6". (2)
8 "ff'X16" KNOCK -OUT
INSULATION PER BLOCK W/ 1#5 CONT.
TUD
THIRD POINTS
ULATION PER CHART ON FLOOR PLAN
SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS
FOR WALL HGT. > T-6".
CHART ON FLOOR FILLED SOLID W/GROUT
PLAN
#5 VERT. IN FILLED CELL
7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
ADDITIONAL INFORMATION
1/2" GYP. WB (MIN.) @ GARAGE
1x2 P.T. HORIZONTAL
SEE CC/S3 OR
G/S3 FOR ANCHOR
LAYERS W/ TOTAL THICKNESS 7/8" OVER
SIMPSON SP1 w/
NAILER 8" C.M.U. TYPICAL
BOLTINFO. 5/8"x6" "J" BOLTS BOLT
5/8" x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16"
3RD LAYER 1/8" THIC <.
@ K.O. BLOCK
(10) 10d NAILS
STD. 90-HOOK (SEE DETAIL)
(IF NO UP LIFT ON @ 24" O.C. VERT. OR
5/8" x 6" EPDXY BOLT OR
PLATE WASHER TYPICAL
IMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
2x P.T. PLATE
TYPE "S" MORTAR
WALL SEE GG/S3)
(6) 1/4"x3 1/4" TAPCONS
MIN. 2500 PSI CONCRETE SLAB W/ //__S
x
SPACE ANCHOR E
*SIMPSON SP1 SPACED EVENLY
6 x 6 W1.4 x W1.4 WWF OR X P.T. PLATE
20" MIN. LAP [24" MIN. LAP] #5 REINFORCING x
/ I
BOLTS 6" MAX FRO 6 x 6 W1.4 x W1.4 -
C_4
wl (10) 1 Od NAILS C'4 2x P.T. PLATE
FIBERMESH
WEEP SCREED INSTALLED
BAR / ;�
x W
END OF 2" x PLAT WWF OR FIBERMESH
cl?
-----ARCHITECTURAL
FINISH
1x2 PT WD FURRING @ 24" O.C.-/
TYP.
ASSUMED FINISHED
GRADE
ci PER MANUR
E
;2�
X
#3 OR #4 REINFORCING BAR Uj
�/ 0
x D
GRADE 40 MIN. F 0-
Y= 40kSi
#3 & #4 LAP SPLICE x
A
1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL
MONO OR STEMWALL
C0 FINISH GRADE 60
[GRADE 60 MIN. Fy- 60ksi]: /<
25" MIN. LAP [30" MIN. LAP] CL
CELLS (SEE
U.N.O.
FOUNDATION PLAN
FOR LOCATIONS)
FOOTING MONO SHOWN At>
00
FOR CLARITY
i> - FlIE", F1 L'-" F1 IE", i F t,�,, F1 E"
> A I C?
M12_21�LIHIEMH ;w_
6 MIL VAPOR BARRIEff I I I E
U.1
;77, xx .... ... . U)
R 17/8"
#5 REINFORCING BAR
I Jill 7
J=
1x4 P.T. BASE NAILER
4"x4" INSPECTION
I>
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Ao
#5 LAP SPLICE
(2, CON
NOTE: I>
I>
CHA
ON S
3 1/4" BASEBOARD PORT AT EACH
C\I
*FOR BEARING WALL
COMP. SOIL. (COMPACTED TO 1111- -
11-1111
36" MIN, LAP [36" MIN. LAP)
81, V-41' 81,
(TYP.)
FILLED CELL TYPICAL
W/ UPLIFT ONLY
01-
95% MODIFIED PROCTOR ASTM T
101,
MIN. 2500 PSI CONIC. SLAB ce) AT GARAGE CONTRACTOR
MIN PSI MAY VARY PER U)
11�� 1= R=_ Ili-
D1557)
4" V-4"
#6 REINFORCING BAR #5 STD. 90 HOOK
TO CUT BLOCK OR POUR
MUNICIPALITY.
#6 LAP SPLICE
TYPICAL INTERIOR BEARING
CURB DUE TO SLOPE
C ONCRETE SLAB W/ 6X6 /-NOTE:EXTEND
FRAME WALL TO C.M.U. WALL CONNECTION rD
TYPICAL EXTERIOR FRAME WALL FOOTING rE
REBAR DETAILS rF
WALL W/ UPLIFT rG
W1.4XW1.4 WWF OR
"FIBERMESH" DECO FINISH 4" to 6"
BELOW GRADE
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4
�3
SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
SCALE: N.T.S.
SCALE: 3/4"=V-0"
SLAB INFORMATION.
SLAB INFORMATION.
00 z
6 x 6 W1.4 x W1.4
EE PLAN
RI
1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
3 1/2" WWF OR FIBERMESH
FRAME -DOWN FALSE BEAM w/
SEE ROOF PLAN
S.G.D. (U.N.O.) WWF OR FIBERMESH
6 MIL VAPOR../ z
min.) 4"---, z
1 Od NAILS TO TRUSS TOP CHORD
FOR TRUSS
E
I A
BARRIER 2
------
01.111 z
�2
11 / . A A
GRADE
AT 24" O.C. MAX.
SEE PLAN FOR
CONNECTION INFO
//5-1
COMP. SOIL.
00
r=1 1 F_�l I r, 11 1=1 I lEEI I FEI I IE�, f
TOP OF BEAM "R-/
& LAYOUT DESIGN
(COMPACTED TO 95%
M: Iq
111=111=11r__111-
El I IEEI I F�1�1 I E�I I I= '=-I I F (1) #5 REBAR w/ OPT.
S EE ROOF PLAN
'd
- 'I, . A
A
.M!gT;L1
MODIFIED PROCTOR
ASTM D1 557) 7
:E1 I F i:l �EENENCLOSURE
�1 I F�I
FOR STRUCTURAL
BEAM SIZE &
;�- I�E,
= 41
C�! IM
4
TI.-
3- MIN. CLR.
�p
(2) #5 REBAR CONT.-/
ON 3" CHAIRS TYP, 4" V-4" STD. 90 HOOK (SEE
4tt 1
/-2,4 TP.T
P, E
CONNECTION INFO
471) 7= 1 0
t
MIN.
U.N.O. DETAIL)
//-7/16'
O.S.B.
2x4 #2 SYP P.T. FRAMING w/
SEE A/S3/J/S6
MIN 7/16" O.S.B. SHEATHING
8"
TYPICAL WALL SECTION
TYPICAL THICKENED SLAB EDGE K, L
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SCALE: 3/4" V-0"
SCALE: 3/4"=V-0"
COLUMN LOCATION
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SEE TYP. WALL SECTION FOR ADDITIONAL
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SLAB INFORMATION.
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STRUCTURAL COLUMN SIZE
& BASE CONNECTION INFO,
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SCALE: 3/4"=V-0" ',,, �3
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belief, the structural plans and specifications contained
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signature and seal is only for the structural engineering
portions of the drawing pages bearing Engineer's signature
and seal .
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TRUSS BELOW
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AND FILLED SOLID W/GROUT
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(2) 2x6 OR (2) 2x8
TOP PLATE SEE
PLAN
(2) 2x HEADER TO SIT
2x6 2x8 WALL BEYOND
FLUSH TO THE OUTSIDE
SEE PLAN FOR HEADER
//-SEE PLAN FOR SIZE
CONNECTION
'__�-2x DEAD WOOD @ MID
POINT wl (3) 12d
TONEAILS SPACED
DOUBLE 2x TOP
EVENLY
PLATE ----i
2x BLOCKING @ EACH END W/ 1 Od @
4" O.C. FROM EACH HEADER FACE
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PER PLAN
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VARIES
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2 x 6 (MIN.) FRAME
WALL HEADER DETAIL
SCALE: N.T.S. � �4
SEE TYPICAL WALL SECTION
PRE-ENGINEERED WOOD
TRUSSES @ 24" O/C
UPLIFT CONNECTOR
(SEE SCHEDULE)
DOUBLE 2x4 SPF. #2
TOP PLATE
2x S.P.F. STUDS @ 16" O.C.
SINGLE 2x CONT. TOP
PLATE W/ (2) 12d INTO
TRUSS ABOVE
2x CLOSURE WALL W/
STUDS @ 16" O.C. W/
AS REQ'D
(3) 1 Od TOENAILS T&B
2x BLOCKING @ MID
POINT EVERY OTHER
STUD W/ (3) 1 Od NAIL
BLOCKING (TYP.)
'-ROOFTRUSS
UPLIFT CONNECTOR �SEE SCHEDULE)
MOISTURE BARRIER
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SCALE: N.T.S.
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IN PLACE CONCRETE
GARAGE FLOOR SLAB
'H SEE
TROWEL FINIS
GENERALNOTES
SLOPE FORWARD
FOR DRAINAGE
Z—SEE PLAN FOR FOOTING
DIMENSIONS
GARAGE ENTRY FINISHED MASONRY DETAIL
Cn SCALE: N.T.S.
LLJ
1/2" MINIMUM CEMENT FINISH
STANDARD 3" DIA. TEE
THREADED 3" DIA. EXTENSION
SCREW OFF CAP (3" DIA.)
FOR CLEAN -OUT
MIN. EXTENSION FROM
EXTERIOR FACE OF BLOCK
WALL IS 1 1/2" MAXIMUM
EXTENSION FROM EXTERIOR
FACE OF BLOCK WALL IS 2 1/4"
VENT OR 2ND FLOOR
TYPICAL C.M.U. WALL
3/4" FURRING STRIPS
1/2" GYPSUM BOARD
W/ DRYWALL SCREWS
@ 8" O.C. OR 4d
DRYWALL NAILS
DRAIN
WALL CLEAN -OUT
rA
SCALE: N.T.S.
REFER TO WINDOW PRODUCT APPROVAL
SHEETS FOR INSTALLATION INFORMATION BY
MANUFACTURER.
TYPICAL SECTION THRU WINDOW
KNOCK -OUT),,,
BLOCK W/ (1 NOTCH LINTEL WHERE REQUIRED
FOR CONCRETE PLACEMENT 7
4
4
STD. 9(f HOOK--/ 8" -
LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS
GREATER THAN 6'-0" WIDE (U.N.O. ON
PLAN)
OPENING
FILLED CELL W/ (1) #5 VERTICAL
SEE FDN. PLAN FOR LOCATION
_
-;--8"
_X
NOTES:
FILL LINTEL AND ALL CELLS ABOVE LINTEL.
NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION
PORT
@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL.
VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED
PROPERLY.
(D SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.
@ OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT
REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON
FLOOR PLAN.
TYPICAL FILLED LINTEL ASSEMBLY
SCALE: N.T.S.
WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO
1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR
/ BLOCK WALL ABOVE.
SCRAP MATERIAL -
MOUNTING BASE SHOWN
IN POSITION
-2x6 MOUNTING BASE
,
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FORM CREATES CONCRETE RECESS TO
ECEIVE GARAGE DOOR AND TO ALLOW
FOR WATER SHED.
KEEP STIFFENER BACK FROM SIDES ENOUGH
TO ALLOW SPACE FOR FLAT MASONS TOOLS
(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY
MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
GARAGE ENTRY FORM DETAIL
8x8x16 C.M.U. GARAGE DOOR—
W0M,
IN
ME GARAGE DOOR ROLLER
CONNECTION ASSEMBLY
GARAGEFLOOR
TRAVEL DIRECTION OF
GARAGE DOOR
MOUNTING BASE DETAIL
SCALE: N.T.S.
-TRACK MOUNTING BRACKET
GARAGE DOOR TRACK
SCALE: N.T.S.
zz BOTTOM OF MOUNTING B)
__"POLIRED CONCRETE BASE FOR
TO BE 2" ABOVE FINISHED
BLOCK WALL. RECESSED SPACE GARAGE FLOOR.
FOR GARAGE DOOR AND WATER
SHED FORWARD THIS DRAWING.
PARTIAL INTERIOR ELEVATION
SCALE: N.T.S.
7 5/81, 8" 7 5/81, 8" 7 5/81, 8"
INTERIOR
WALL
CL
EXTERIOR
WALL
SOLID AREAS ARE
STEEL AND GROUT
FULL 8x8xl 6 BLOCK
DOOR OPENING --Ct
1 ST COARSE 2ND COARSE 3RD COARSE
MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE
COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE
WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
MASONRY LAYOUT D�
SCALE: N.T.S. �4
ff"'.
5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE
FLOOR, ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN.
CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED)
BOTTOM CHORD OR 2x4
TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO
LTRUSS
BLOCKING W/ 2-16d TOE NAILS
NOT TRANSFER LOAD.
@ EACH END
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2x STUD @ 24"
O.C. MAX. PROVIDE P.A.F. NAILS OR
2x P
T
PLATE EQUAL @ 12" O.C.
F
SEE TYPICAL WALL SECTION
12
PRE-ENGINEERED WOOD TRUSSES @ 24" O/C
(T' (P-) SEE ELEV,
UPLIFT CONNECTOR (SEE SCHEDULE)
DOUBLE Ztx4" S.P.F. TOP PLATE
7/8" STUCCO FINISH PER ASTM C. 926
APPLY 3 LAYERS W/ TOTAL THICKNESS
7/8" OVER METAL LATH. FIRST 2
LAYERS 3/8" THICK EACH. 3RD LAYER
1/8" THICK.
/-CRICKET AS REQUIRE D
SIMPSON SP2 w/ (12) 10d
NAILS AT EACH STUD
1/2" EXTERIOR GRADE SHEATHING
FASTENED TO TRUSSES WITH 8d
COMMON WIRE NAILS @ 4" O/C
BOUNDARIES 6" OIC EDGES & 8"
BLOCKING
O/C FIELD
2X4 PT STUDS @ 16" O.C.
(2) 2X4 PT STUDS UNDER HIP
CARRIER/GIRDER TRUSS
SIMPSON HETA20 W/ (8) 10dxl 1/2"
NAILS AT EA. TRUSS VERTICAL WEB
(24' O.C. MAX) W/ MIN. 4" EMBEDMENT
L
IN KO BLOCK AT EA. STUD
MAIN SPAN
ROOFTRUSS
MOISTURE BARRIER
UPLIFT CONNECTOR
8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT.
(SEE SCHEDULE)
AND FILLED W/ GROUT
1 #5 VERT. IN CONIC. FILLED CELL---- H I
W/ STD. 900 HOOK IN K.O. BLOCK
ALT. KNEEWALL ABOVE MASONRY WALL DETAIL
PIPE OR DUCT W/ PENETRATION THRU TOP PLATE W/ MORE
THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON
PSPN516Z w/ (12) 16d NAILS
TOP
2 ROWS 1 Od @ 3" O.C. (14
SPLIC NAILS TOTAL) EA. SIDE OF
<6,, SPLICE STAGGERED
O/C
4
ItlOd @ 8
SCALE: N.T.S.
�4
2"x BUILT-UP COLUMN, SOLID MEMBER OR
_W2 P.L. 1.8E Fb=2400 PSI (AS PER PLANS)
0 0
o 0 HTT4 w/ (18) 10d NAILS (3610# SPF)
a - HTT5 w/ (26) 1 Od NAILS (4670# SPF)
;.-" DTT2Z w/ (8) 1/4" x 11/2" SDS (1835# SPF)
.0.0
0 0 HDU2-SDS2.5 w/ (6) 1/4" x 2 1/2" SDS (2215# SPF)
00 HDU4-SDS2.5 wl (10) 1/4" x 2 1/2" SDS (3285# SPF)
HDU5-SDS2.5 W/ (14) 114" x 2 1/2" SDS (4065# SPF)
HDU8-SDS2.5 W/ (20) 1/4" x 2 1/2" SDS (5665# SPF)
HDU1 1-SDS2.5 w/ (30) 1/4" x 2 1/2" SDS (6865# SPF)
* 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8"
EMBEDMENT W/ WASHER & NUT
.
.
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STAGGERED FROM BOT. ATTACH ALL 0 FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED
A.T.R. MIN. 8" EMBEDMENT W/ WASHER &
REINF NUT
SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK---/ EXTERIOR STUDS
INFO. W/MOUNTING ANGLE W/ tl 6d TOENAILS
TO P PLATE 9 FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R.
NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE:
MIN. 8" EMBEDMENT W/ WASHER & NUT
BOTTOM SPLIC
FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.!R.
OVERSTUD
AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT W/ WASHER & NUT
TYPICAL INTERIOR NOW
BEARING WOOD FRAME WA
HTT HDU TENSION TIE
LL �J TYPICAL GARAGE DOOR BUCK (7� TOP PLATE SPLICE DETAIL rM rN
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE:NTS
� �4
F= 2240 LBS
SIMPSON SIMPSON SIMPSON nc
,
—
,
HEADER SUPPORT
NO. OF JACKS & STUDS
REQ. AT OPENINGS
OPENING
2"x4"WALL
2" x 6" WALL
STRAPS
JACKS
STUDS
JACKS
ISTUDS
SIZE
EA END
EA END
EA END
I EA END
SIMPSON
V- 4'
(1)
(2)
(1)
(2)
(1)LSTA30
4'- 9'
(2)
(3)
(2)
(2)
(1)LSTA30
r-
9 -16'
1 (3)
1 (4)
(2)
(4)
(2)LSTA30
FLAT STRAPS PER CHART ABOVE TO BE BENT
OVER TOP PLATE ** HOLD DOWN CONNECTIONS
NOT REQUIRED @ BEARING WALLS NOTED
WITHOUT UPLIFT
SEE FLOOR PLAN NOTES FOR
REQUIRED CONNECTION
16e�o
2-ROWS 12d NAILS STAGGERED
@ 12" O/C EACH FACE OR
3-ROWS 12d NAILS STAGGERED
@ 12" O/C FOR 2"xl 0" OR
2x CRIPPLES @
GREATER HEADER
16" O.C. W/ (2) 12d
TOENAILS T/B
SIMPSON SP4 W/ (6)
(2) 2x HEADER SEE PLAN
1 Od x 1 1/2" AT EA
STUD (USE SP6 FOR
INTERIOR HEADER:
CS 4D
2x6 WALL, USE SP8
(1) 2x SILL PLATE W/ (2)
FOR 2x8 WALL)
12d TOENAILS
BOX HEAD ER EXTERIOR HEADERS:
10d NAILS @ 8"
ONLY (1) 2x SILL PLATE Wif (2)
O/C TYP.
12d TOENAILS
DOUBLE 2x
a OPENING LARGER THAN 4 FT:
CRIPPLE STUD
(2) 2x SILL PLATE w/ SIMPSON
TYPICAL (U.N.O.)
LS30 wl (6) 1 Od x 1 1/2" EACH
SIDE
'�'�2x STUDS TYP.
SIMPSON HTT4 TYP.
0/5 U.N.O. SEE N/S4
** HOLD DOWN
CONNECTIONS
NOT REQUIRED @
BEARING WALLS NOTED
PLATE
P.T. BOT. PLATE
WITHOUT UPLIFT
WALL HEADER DETAIL rQ
SCALE: N.T.S.
SP2
SP4
2X STUDS @ 24" O.C.
/8"x10" "J" BOLT
@ 24" O.C. MAX.
MIN. (2) PER
BOTTOM PLATE
SECTION 2
P
4).�r
SIMPS6N SP4
TRANSOM FRAMING
SEE SECTION "S1 AND
BB/Sl FOR ADDITIONAL
DETAILS
LINTEL
/ /
4
( P.T.
-ATE
SWIPSGIN S Pl
SP2
SIMPSON
'X
10
ST
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TRANSOM FRAMING
SEE SECTION AA/S1
AND BB/Sl FOR
ADDITIONAL DETAILS
RECESS
LINTEL
I
\-NAILED
INTO
TRANSOM
FRAMING
SIMPSON
SP4
SIMPSON
Spi
SIMPSON-
SP4
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NAILED INTO
TRANSOM
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SIMPSON
Spi SIMPSON
ON SP4
- SIMPS
SP4
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C (MIN. (2) PER BOTTOM PLATE)
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2X6 R 1. 130 1 1 OM
PLATE
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5/8"xl 0" "J" BOLTS @ 24" O.C. MAX.
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T__T-T_ I
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2X TOP PLATE
OVERLAPPING
NAILS @ 6"
%GGERED
3OLTS @ 24" O.C.
kx
2X P.T. PLATE
ROOFTRUSSABOVE
/_ 2X BLOCKING
(2) 16d TOE NAILS
EA. BLOCKING
2X8 WALL ABOVE
ENTRY
K.O. BLOCK W1(1)
#5 CONT. &
FILLED
5/8"X1 0" J-BOLTS
@ 2'-0" O.C.
-MASONRY WALL
1 Od NAILS @ 4
10d
A NAILS @ 6" O.C.
STAGGERED STAGGERED
TRANSOM FRAMING
0
BEYOND.
7-
PLYWOOD FASTENED TO TRUSSES F— LPLYWOOD
WITH 8d COMMON WIRE NAILS @ 4"
SHEATHING
O/C BOUNDARIES 6" O/C EDGES 0
& 8" O/C FIELD
L
SIMPSON SP4w/(6) 10dx 1 12"
12K:
(USE SP6 FOR 2x6 WALL, USE —PLYWOOD
SP8 FOR 2x8 WALL) SHEATHING
SIMPSON SP2 w/ (12) 10d NAILS MASONR
SIMPSON SP1 wl (10) 10d NAILS WALL BELOW 0_�_5/8"X10"J-BOLTS@24"O.C.
MAX. (MIN, (2) PER BOTTOM
PLATE)
ALTERNATE:
5/8" DIA. ATR EPDXIED
MIN� 6" INTO BOND BEAM
@ 24" O�C.
FRAMING DETAILS ABOVE ENTRY rR
SCALE: N.T.S.
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signature and sea] is only for the structural engineering
portions ofthe drawing pages bearing Engineer's signature
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DATE 3/19/2018
TECH: MIAMES
VERSION NO' 4nO
SHEET NO.
S4
SIMPSON HGAM10KTA
W/
(4) 1/4"xl 1/2" SDS
SCREWS
TO BLOCKING & (4)
1/4"x2 3/4"
TITEN TO CMU
SEE STRUCTURAL NOTES AND
TOENAIL W/ (2) 16d NAILS
BACKNAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18)
BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA wl (18)
SIMPSON SP4 w/ (6) 10d x
2x4 BLOCKING-,
2x4 "T" BLOCKING
NAILING SCHEDULE FOR
SHEATHING DETAIL
2"x4" OUTLOOKER
SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA.
2"x4" SEE STRUCTURAL NOTES 1 Od x 1 12"AT EA.
OUTLOOKER
1 12" AT EA STUD (USE
BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18)
@ 48" O.C.
1" BRACE
16d NAIL
@ 24" O.C. 7
NAILING SCHEDULE FOR OUTLOOKER
OUTLOOKER AND NAILING SCHEDULE
SP6 FOR 2x6 WALL, USE
1 Od x 1 12" AT EA.
SEE STRUCTURAL NOTES
W
ATTACHED W/
TOPCHORDO
I
SHEATHING DETAIL
@ 24" O.C. FOR SHEATHING DETAIL
SP8 FOR 2x8 WALL)
0
AND NAILING SCHEDULE UTLOOKER
2x4 OUTILOOKER
1 Od NAILS @ 4"
BLOCKING F R
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@ 24" O/C
F
O.C. TYPICAL
FIRST FOUR
ROWSOF
45'
24" MAX.
f2S. " 7MA X 7
TOP CORD BLOCKING
45'±
2]
2X4 CONT"L" BRACE
2x4 OUTLOOKER @ 24"
M O.C. (OPTIONAL - SEE
TOPCORD
BLOCKING FOR
GABLE TRUSS WEB
TOP CORD BLOCKING
TRUSSES @
IMPSONI
SIMPSON H10A w/ (18)
FOR FIRST FOUR
FASTENED W/ (2) 10d 3"
FOR FIRST FOUR ROWS
ELEVATIONS)
FIRST FOUR ROWS
DOUBLE 1" BRACING DETAI L
EDGES OF 2x4 CROS� BRACE
10d x 112" @ EA.
ROWS OF TRUSSES @
AT 24" O/C. CMID HEIGHT
OF TRUSSES @ EDGES
OF TRUSSES @
SHEATHING APPROX. 8" FROM
OUTILOOKER
EDGES OF
OF SHEATHING TYPICAL
DOUBLE TOP PLATE
2"x4" CROSS BRACE
24"
MAX.
LE: N.T.S. \,-il�
TYPICAL @ RIDGE FASTENED AT
48" O.C. EACH JOINT W/(3) 10d
1" BRACE TO EXTEND
SHEATHING TYP.
2X4 KICKER
@ 8'-0" OIC.
2x8 SYP#2 1" BRACE TO
EXTEND AT LEAST 90% OF
CROSS BRACE APPROX. 8"
FROM RIDGE FASTENED AT
APPROX. 8" FROM
SHEATHING TYP.
"L"
2x4 "T" BLOCKING
MAX. & (2)1 Od TOE NAILS @
AT LEAST 90% OF WEB
LENGTH (SEE TABLE)
2x4 CROSS BRACE
WEB LENGTH & NOTCH AT
EACH JOINT W/ (2) 1 Od & (2) 1 Od
RIDGE FASTENED AT
EACH JOINT W/ (2)
BRACE TO EXTEND
AT LEAST 90% OF WEB
2x4 BLOCKING @
EA. END @ 48" O.C.
APPROX. 8" FROM
BOTTOM CHORD (SEE TABLE)
TOE NAILS @ EA. END
10d & (2) 10d TOE
LENGTH (SEE TABLE)
48" O.C.
2x6 P.T.
SILL
AB E TRUSS
RIDGE FASTENED AT
EACHJOINTW/(2) 10d
SIMPSON H2.5A w/ (10) 8d
2x FRAME WALL (SEE WALL
NAILS @ EA. END
GABLE TRUSS
1" BRACE ATTACHED
16d NAIL
1/2" CDX PLYWOOD OR
7/16" OSB SHEATHING
& (2)10d TOE NAILS @
_,,---FROM
LEDGER TO
SECTION FOR SIZE & SPACING)
2x4 PANEL BLOCKING
YWOODOR
W/ 10d NAILS @ 4" 0.
ATTACHED W/ 1 Od
EA. END
BLOCKING
,,-11/2" CDX PLYWOOD OR 7/16"
@ 48" O/C FOR THE
(2) 16d
7/16" OSB SHEATHING
TYPICAL
v—
NAILS @ 6" O.C. EDGES
GYPSUM WALL BOARD
GABLE TRUSS
OSB SHEATHING ATTACHED
FIRST (4) ROWS OF
ATTACHED w/ 10d NAILS
AND 12" O.C. FIELD
2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
W/ 10d NAILS @ 6" O.C. EDGES
TRUSSES FROM EA.
@ 6" O.C. EDGES AND 12"
GABLE TRUSS WEB
1 OdX3" @ 3" O/C
(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
1/2" CDX PLYWOOD OR 7/16"
OSB SHEATHING ATTACHED
AND 12" O.C. FIELD
END TYP. TOP &
O.C. FIELD
SINGLE 1" BRACING DET
M
THROUGH CHORD
CORD ATTACHED W/ (2) 16d TOENAILS
1 Od NAILS 6" O.C.
(2)16d NAILS
BOTTOM ATTACHED
2x4 "T" ON TOP OF PANEL
t=
INTO 2"x6" P.T. PLATE
2"x4" LEDGER (MATCH BOTTOM CHORD
w/ @
EDGES AND 12" O.C. FIELD
2x4 PANEL BLOCKING nq 48"A
\-2x BLOCKING
W/ (2) 16d TOENAILS
BLOCKING, FASTEN WITH
SCALE: N.T.S. S5
2x4"T"ONTOPOFPANPI RIOCKING
WEEPSCREED
SLOPE OF ADJACENT SCISSOR TRUSS)
O.C. FOR THE FIRST (4)
1 Odx3" @ 4" O/C
DIAPHRAGM
FASTENWITH 10dx3" @ 4" O/C SPACED
INSTALLED PER MANUF.
2"X6" P.T. SILL
NOTCH 1" BRACE HERE
ROWS OF TRUSSES FROM
2x4'7" ON TOP OF PANEL
SIMPS DN HGA1 OKT w/ (4) 114"xl 1/2"
BLOCKING @
@ 48" O.C.
5/8" x 10" "J" BOLT @ 481, O,C.
WEEP SCREED
EA. END TYP, TOP &
BLOCKING, FASTEN WITH
SDS SCREWS TO TRUSS & (4) 1/4"0"
481, O/C
5/8"x 10" "J" BOLT nn 32" 0 C MINIMUM 6" FROM
MOISTURE BARRIER
SIMPSON HETA20 w/ (8) 1 Odxl 1/2" NAILS AT 6'-0"
INSTALLED PER MANUF.
BOTTOM ATTACHED w/ (2)
16d TOENAILS
1 Odx3" @ 4" O/C
SDS SCREWS TO PLATES AT 36" O.C..
SIMPSON SP2 w/ (12) 1 Od
NAII Q AT PArW OTHr)
GABLE TRUSS
TRUSS VERTICAL
PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER -SIMPSON HETA20 w/ (8) O.C. MAX wl MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER
1 Odxl 1/2" NAILS AT EA, ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 114" TITEN @ 4'-0" O/C ALIGNED WITH
O.C. MAX) w/ MIN. 4" GABLE WEB
STRAP MISSED VERTICAL SECTION EMBEDMENT IN KO BLOCK SECTION r2
WEB, USE MSTAM36 w/ (7) ri
1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S.
TITEN ON OUTSIDE SCALE: N.T.S.
A L BACKNAIL W/ (2) 16d NAILS SIMPSON H10Aw/ (18)
1 Od x 1 12" AT EA.
-REFER TO DETAIL J OUTILOOKER
ON SHEET S5 FOR Z4 SEE STRUCTURAL—
x NOTES AND NAILING
X-BRACING, AND TOP x SCHEDULEFOR x
CHORD BLOCKING
00 00
INFORMATION SHEATHING DETAIL
2 2"x4" CROSS BRACE 24"
-WOODTRUSSES ao 00 APPROX. 8" FROM
RIDGE FASTENED AT
-2X4 RAT RUN BRACING EACH JOINT W/ (2)
AT 24" O.C. ON TOP OF 10d & (2) 10d TOE L
BOTT. CHORD FOR 4 \,A— NAILS @ EA. END
TRUSS SPANS
ATTACHED W/ 2 - 16d 2x4 PANEL BLOCKING
AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE (2) 16d NAILS
OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF
2x4 BLOCKING @ 24" (ID = 0. 148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL TRUSSES FROM EA.
O/C w/ (2) 16d END TYP. TOP &
TOENAILS @ EA. END NOTES: BOTTOM ATTACHED
1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS
MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)
N DQ I
-ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL-J
x DBL. TOP PLATE
CHORD SLOPE OF ADJACENT STUD WALL (SEE TYP. SEC.)
TRUSS)
SECTION SECTION 4�
SCALE: N.T.S. SCALE: N.T.S. ��5�
2x4 OUTILOOKER
8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od
@ 24" O/C
WOOD TRUSSES TOE NAILS AT EACH END @
TOP CORD
24" O/C (TYP)
BLOCKING FOR
FIRST FOUR ROWS
x x Z' x x
OF TRUSSES @
MAX. EDGES OF
SHEATHING TYP.
L" BRACE TO EXTEND
kT LEAST 90% OF WEB
ENGTH (SEE TABLE)
x
GABLE TRUSS
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ES AND 12" O.C. FIELD
SIMPSON HGAM 1 OKTA w/ (4) -MOISTURE BARRIER
TRUSS
1/4"xl 1/2" SDS SCREWS TO
/,,—JACK
SEE PLAN FOR
BLOCKING & (4) 1/4 'x2 3/4" _BOND BEAM
CONNECTION
TITEN TO CMU
MASONRY WALL
OF THE LAST LAMINATION (btAUt: Ab SHO N FOR .3-PILT) BLOCKING, FASTEN WITH — 2x4 BLOCKING W/
1 0dx3" @ 4" O/C (2) 12d TOENAILS
3) EACH 30d COMMON NAIL MAY BE REPLACED W1 (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
-0 EXT. WALL CONN. (�b
1: COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
NON - LOAD BEARING LOCATION " �D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) — -4-
SECTION
8�
SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-10" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS
ADDITIONAL INFORMATION.
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MINIMUM 2x
CROSS BRACING
(SEE PLAN FOR
LOCATIONS)
(2) 16d PER
JOINT
3 1 L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
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9 SCALE: N.T.S. � S5
2"x4" OUTILOOKER @ 24" -
O.C. W/ (2) 10d PER JOINT
1 0dx3" O/C 2"N
TOENAIL 6" O/C RU
W/ (2) 16dj TYPICAL
NAILS
ALTERNATE NON -DROP
GABLE END DETAIL
SCALE: N.T.S.
GABLE TRUSS
1" BRACE W/ 10d @ 4" O.C.
(SEE SCHEDULE FOR SIZE
00 12 AND LOCATION)
a
��j 6.9 1 MAX.
0 1091-1 � I 111MININ11EA
S5
4
�-- CONT. BEARING
GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S.
SCALE: N.T.S.
OVERLAP TRUSS BRACING
SCALE: N.T.S.
F'KL-ItNUINtLKtU
WOOD TRUSSES
AT LEAST TWO TRUSS SPACES
6" OVERLAP
'-MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING
TRUSS BRACING OVERLAP DETAIL ("�M
SCALE: N.T.S. � S5
1" BRACE W1 10d @ 4" O/C
(SEE SCHEDULE FOR SIZE
AND LOCATION)
�1
(2) 2"x8" "L" BRACE
FASTENED WITH (3)
16d PER SIDE
SCISSOR GABLE "T" BRACEK 7
AS PER HIB 91 SCALE: N.T.S. 1\ �5
20'-0" MAX 20'-0" MAX
"X"BRACE SEE DET. J/S5 CONTINUOUS BOTTON CHORD BRACING 2X4 MIN.
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EXT. WALL CONN. 0 NON - LOAD
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SEE TYP. WALL SECTION FOR
ADDITIONAL INFORMATION.
SCALE: N.T.S.
1" BRACING REQUIREMENTS
STUD
SPACING
NO
1" BRACE
(1) 2"x4" (U.N. 0.)
1" BRACE
2"x6" (U.N. 0.)
"L" BRACE
24"
0-0" - T-01'
T-O" - 6'-0"
6-0" & GREATER
SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKIN
NOTE:
1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
BRACE TO EXTEND FULL HEIGHT OF GABLE.
2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C.
3) SEE 6/S5 FOR MORE INFO.
SIMPSON HGA10KT wl (4) 1/4"xl 1/2" SDS
SCREWS TO TRUSS & (4) 1/4"x3' SDS SCREWS
TO PLATES (TYP.)
I— /—GABLE TRUSS
'--STUDS @ 16"O.C.
GABLE END BRACING DETAIL SCALE: 314"=V-0"
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
SIMPSON SP2 w/ (12)
10d NAILS AT EACH
STUD
HIP FRAMING REFERENCE PLAN
1) SEE TRUSS MANUFACTURERS TRUSS ENGINEERING
CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
THAT MY BE REQUIRED
2) -7 BRACING MAY BE USED IN PLACE OF PERMANENT
BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
AS PER BCS1 1-13
SCISSOR TRUSS
cc
/TOP & BOTTOM CHORD
GABLE END BRACING @
4'-0" O.C. MAX. FOR
FIRST (4) ROWS OF TRUSSES
SCALE: N.T.S.
2X4 BRACING @ 48" O.C. CONTINUOUS TO
FIXED LOCATION ATTACHED W1 (2) 10d AT
EA. TRUSS (NOTE: BRACING MAY BE
PLACED ON EITHER TOP OR BOTTOM OF
THE BOTTOM CORD)
COSMETIC DROP CEILING FRAMING
SCISSOR TRUSS
W/ DROP CEILING BRACING DETAIL
MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS
SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
WOOD FRAMED GABLE END BRACING DETAIL
MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.
FOR WIND SPEED SPECIFICATION
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To the best of the Engineer's knowledge, informatio n, and
belief, the structural plans and specifications contained
within these drawings comply with the 2017 Florida
Building Code - Residential 6th Edition. Engineer's
signature and seal is only for the structural engineering
portions of the drawing pages bearing Engineer's signature
and seal.
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VERSION NO' 4mO
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11 XA 44 1/2" DRYWALL
DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER
1X4 11/2" DRYWALL
1X 4
UNACCEPTABLE INSTALLTION
_\ r F
DOOR JAMB (REFER P T
TO SHT. SDW2-K1 P.T.
TO SHT. SDW2-K1 TO SHT. SDW2-K1
FOR CONN. DETAILS
'JE
MAX.
PROPER INSTALLATION
8"
DO NOT DO THIS
2"x BOT. PLATE W/ (2) 10d @ 6" O.C.
FOR CONN. DETAILS
FOR CONN. DETAILS
X 4
X 4
#5 REBAR (TYP,)
3/4" PLYWOOD DECKING GLUED
ATTACHED WALL SHEATHING TO
2X BOTTOM PLATE W/ 8d 4"
-1 X 4
3-1/4" LONG X 3/16"0 FURRING
3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG
FURRING
7
#5 REBAR
AND NAILED W/ 8d COMMON @
6" O.C. EDGES AND 12" O.C. FIELD
@
O.C., 2 ROWS STAGGERED
TAPCON. INTO
TAPCONS TAPCONS ST D
STAGGERED @ 16" AGGERED
X
2 8
2X8
__� (TYPI)
*40%
BLOCK@ SPACING
1" DETAIL
r,
1X8 P.T. STAGGERED @ 16" O.C.
O.C. 2-ROWS INTO 2-ROWS INTO
1 Y2
1X8
4
1KD
2x BAND JOIST W/ FACE NAIL 1 Od
PER MANUFACTURE
MASONRYTHROUGH 311
1-1/211 DETAIL MASONRYTHROUGH
DETAIL
STD. 90A 41%
90- HOOK (TYP.)
@ TOP & BTTM CHORD, AND (8)
1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T.
FILL SOLID
BOTH CELLS
HOOK ITYP.)
FACE NAILS 10d @ TRUSS VERT.
WEB
3/16" x 3 -1/2"
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NOTE:
LAP SHEATHING TO
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DOOR JAMB (REFER D
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DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR
f
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JOIST TYPICAL
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1 Od @ 12" O.C.
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FURRING
4%k,
2X8 P.T. WITH 3/16"0 X 3"
3/16'.0 X3-
±2-Lj
NOTC`AV @ FIRST COURSE
SIMPSON HGAM10KTA @ 12" O.C.
w/ (4) 1141 1/2" SDS SCREWS
4S
L LONG TAPCONS
2x P.T. AS REQ'D
2X8 P.T. STAGGERED @ 16" O.C.
2X8
*4%*
T
INTO BAND JOIST & (4) 1/4"x2 3/4
TITEN INTO K.O. BLOCK
2x DETAIL
2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL
±t5,
NOTCH WEB AT THE
FIRST 2 COURSES
BUILDOUT @ OVER SIZE DOOR
-WINDOW ROUGH OPENINGS,( �cc
FILLED CELL PER
FOUNDATION PLAN
_E
FILLED CELL INSTALLATION
KH
RETROFIT FOR MISSING
EMBEDDED STRAP
SCALE: N.T.S.
1\
SEE TYP. 2-STORY WALL SECTION FOR ADDL.
INFO SCALE: N.T.S.
�S
SCALE: N.T.S.
� �S
2x8 P.T. BUCK -CONNECT TO BLOCK
SECTION
UPLIFT CAPACITY 805 # FOR 1 STRAP
W/ 1/4" x 31/4" TAPCON (1 1/4" MIN.
A -A
1610 # FOR 2 STRAPS
FILL 1 st 4 COURSES
EMBEDMENT INTO BLK.) 1/4" MAX
SOLID W/GROUT
2'-0-
8"
1 PLY PRE-ENGINEERED TRUSS
1 X 4 FURRING SOLID BLKG. AT TOP BTWN.
1/4" x 3 1/4" TAPCONS
BLOCK HEADER ARCH BLKG. & BUCK
SIMPSON HM9KT W/ (4) 1/4"xl 1/2" SDS
1/2" DRYWALL
EWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
IS 2 PLY INSTALL SIMPSON LGT2 W/ (16) 16d
8d NAILS AT 8" O.C. AT BUCK
SINKERS AND (7) 1/4"X2 1/4" TITEN 2150 #)
2 x 8 45A DIAGONAL (4) 10d NAILS INTO
—LEAVE A CUT OUT IN O.S.B. ON THE
BRACE(S) 2 x 8 BRACE/ BLKG.
INSIDE TO ALLOW FOR INSULATION
A.
7/16" OSB
TO BE INSTALLED
F-- BOND BEAM OR CAST IN PLACE BEAM
FOR OVERHANGS BETWEEN OVER 11/2"
BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
POLY -CELL IN THIS AREA
2 x 8 45 DIAGONAL BRACE AT EA.
CONTACT ENGINEER OF RECORD FOR I I I
FURTHER INSTRUCT IONS.�
SCRIBE (NOTCH)
BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8
AT EA. END
RETROFIT TRUSS DETAIL
OVERHAN
CONNECT W/ 8d NAILS BRACE/BLKG.
\_2
N3.S.
x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
INSTALL WDW. SCREW ANCHOR-." ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8
PROVIDE TAPCON WITHIN
A..
RETROFIT WALL OVERHANG DETAIL (NTS)
INTO ARCH BLKG. PER
A
4" MIN. OF BRACE
2 X 4 #2 SYP SCAB TO SIDE OF
INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW, INSTALLATION DETAILS OR THRU
TRUSS AS SHOWN FOR O.H. UP TO Z-16"
FOR OVERHANGS BETWEEN 3/4" TO 11/2"
1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF
ARCH
2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
START OF ARC
IF TRUSSES USED) W/ (3) #6 X 4Y�" WOOD
(2) 10d NAILS @ 8" O.C.
ARCH DETAIL
4'MAX. RAD.
SCREWS @ 16" O.C. MAX. OR IF MASONRY
WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16"
0
TO TRUSS TOP CHORD
SCALE: N.T.S.
�S
O.C. 12
+
+ + PLYWOOD SHEATHING
11-011 5141
JACK TRUSS PROVIDED BY SEE
+
TRUSS COMPANY OR PLAN
2x6 #2 SYP @ 24" O.C.
+
+ +
+ + BLOCKING AS
0jLfINISHFL0g1
A
2
x 8 BUCK - CONNECT TO BLOCK SECTION
WITH
1/4" x 3 1/4" TAPCON (11/4" MIN.
B-B
ROOF SHEATHING ATTACHED
+ REQUIRED
_nKF==
EMBEDMENT IN 0 K.)
/4" MAX
PER NAILING SCHEDULE LL
TO SUPPORT
TRUSS +
A
A', #5 BAR
BLOCK HEADER
SOLID BLKG. AT TOP BTWN. ARCH
24' 8"
(5) 12d NAILS SIMPSON
+ SOFFIT
+
+
I>
V CENTERED W/ M
90' H IN TOP
1 X 4 FURRING
BLKG. & BUCK
2X6 TO 2X4 H2.5A W/ (10)
8d NAILS
2X4 SYP L
EACH TRUSS
9
KNOCKOUT/ N
8d NAILS @ 8" O.C. AT BUCK
PROVIDE 2 8 DIAG. BRACE BTW%`,1,
2 x 8 VERT. W/ (2) 1 Od
NAILS AT EA. END
PROVIDE (2) MIN.
PROVIDE 2x ------
W/
CONNECTOR
%
MONO FOOTING A
E
x
VERT. BRACES WHEN HGT. OF 'IN
TAPCON AT EA. SIDE
CONT. (3
12d NAILS
SEE LINTEL
A
SIZE AND REINF. PER PLAN
AND SECTION DETAILS
BRACE EXCEEDS 24"
BUCK - (1) WITHIN 4"
JACK TRUSS PROVIDED BY—/
SCHED.
LEAVE A CUT OUT IN O.S.B. ON T
MIN. OF START OF
TRUSS COMPANY OR 2X4
CLEAN FILL
2 x 8 VERT. BRACE(S)
INSIDE TO ALLOW FOR INSULATION
ARCH
#2 SYP @ 24" O.C.
IT
DIRT
TO BE INSTALLED
BUILT UP PLWD. BUCK -
4'-0" MAX SEE PLAN -7
PRECAST LINTEL -j
ANDARD C)
I
SCRIBE (NOTCH) BACKSIDE
7/16" OSB ARCH PANEL
2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
SEE ELEVATION
HOOK
#5 BAR IN
TO FIT ARCH CONNECT W/
IF TRUSSES USED) W1 (2) #6 X 4W' WOOD
FOR OVER HANG
FILLED CEL
8d NAILS
"-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
START OF ARC
SCREWS @ 16" O.C. MAX. OR IF MASONRY
-(MAX. 4'-0")
1 It L N 1, It L,
INSTALL WDW, SCREW--'�
BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL
4'MAX. RAD.
WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
4
ANCHOR INTO ARCH BLKG.
THRU OSB INTO 2 x 8
O.C.
STEMWALL FOOTING SIZE AND
PER INSTALLATION DETAILS 13-13
ARCH DETAIL rK
SECTION @ ENTRY
SECTION @ ROOF EXTENSION
REINF. PERLAN AND STEMWALL
MONO TO STEMWALL FOOTING
SCALE: N.T,S.
�S
SCALE: 3/4" V-0"
�S
SCALE: 3/4" V-0"
�S
SECTION DETAILS
SCALE: 3/4" = V-0"
GLASS BLOCK INSTALLATION NOTES
NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT,
A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
AT LEAST 2 HOURS BEFORE PLACING MORTAR.
ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
EXTENDS TO SILL.
EXISTING BOND BEAM.
C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
MASONRY WALL. SEE PLAN FOR
D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
REINFORCING. PROVIDE LOWER
HOOKED DOWEL
DRILL 3/4"x5" MIN. HOLE SET BAR IN
1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
SEE SHEET D2 AND
EPDXY CAP TO PREVENT LEAKAGE
TYPE "S" OR 'IN". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
EXPANSION STRIP
FLOOR PLAN FOR
A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
20 ga. PANEL
MORE INFO
TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
ANCHOR
-
SIMPSON HTT4 w/ (18) 10d x 1
MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2")
BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
"SQUEEZED"
- W i W ' M ' AT PERIMETER
1/2" NAILS TO STUDS & (1) -
COURSES TO PREVENT THE MORTAR FROM BEING OUT.
1/4" EXPANSION BOLT (2
- WHERE THIS CONDITION
(1) #5 BARS CONT.
5/8" DIA. ALL THREAD ROD
>_ #5x6'EMBEDDED INTO EXISTING BOND BEAM
E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
9 ga. PANEL PER ANCHOR)
- OCCURS
TOP WITH MIN. 3" -
EPDXIED W/ SIMPSON "SET"
x
z
IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
REINFORCIN
COVER 64'
EPDXY MIN. 6" EMBEDMENT &
0
SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
(EVERY OTH R
- F.F.
3" MIN. EDGE DISTANCE
FILL CELL FULL HEIGHT W/
OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
COURSE) EXPANSION STRIP
U_ NON SHRINK GROUT.
LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
x
0
THANONELENGTH, DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
0 x c-
Uj
0
REINFORCING AS FOLLOWS:
•
SEALANT
PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
#5x6'EMBEDDED INTO
• PRESS PANEL REINFORCING INTO PLACE.
MIN. LAP SPLICE W/
11F
EXISTING FOOTING CONC.
(2) #5x6' IN
• COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
REINFORCING PANEL
F_
i 1 .11
CO FILLED CELL
C14
SMOOTH. DO NO FURROW.
I Li r
DRILL 3/4"X5" MIN. HOLE
F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
FURROW. MAINTAIN UNIFORM JOINT WIDTH.
6" MIN. LAP
GRADE
SET BAR IN EPDXY
G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
SPLICE
CN
REMAIN FREE OF MORTAR.
NOTE:
z
H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
SEE GLASS BLOCK INSTALLATION
NOTES.
CN 0 tt�
TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
SEALANT
SAW CUT
SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
GLASS BLOCK DETAIL
_'\�(2) #5 REBAR. MIN. 3"
TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
16" MIN. COVER EA. WAY
S
rA ECTION
BLOCK SHALL
01
1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
EXISTING FOOTING
GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
SCALE: N.T.S.
J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
SECTION AT DEEP MONO FOUNDATION
RETROFIT FOR MISSING MSTAM STRAP
MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
RETROFIT FILLED CELL DETAIL
K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
SCALE: 3/4" = V-0"
SCALE: 3/4" = V-0"
FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
SCALE: N.T.S.
INSTALLATION OF GLASS BLOCK.
I
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To the best of the Engineer's knowledge, information, and
e
Building Code - Residential 6th Edition. Engineer's
signature and sea, is only for the structural engineering
portions of the drawing pages bearing Engineer's signature
and sea].
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SCALE AS NOTED
DATE 3/19/2018
TECH: MJAMES
VERSION NO 4nO
SHEEr NO.
SS
r -, —1 -j - - --. T' � �� AH 1, " � —�! ` -, - f
vvl �- I vu V�w I I I 1� v v "�
CROSS BRACING DETAIL (TYP.)r
SCALE: 1/2" = 1'-0"
TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS
SEE ROOF
PLAN SHEATHING
E '-'u
N SHI
2X4 BLOCKING
BETWEEN TRUSSES
SECT. A -A
G.T.
ADD 2X4 ALONGSIDE
TOP CHORD WHEN REQ'D
TO PREVENT PLYWOOD
SPAN FROM EXCEEDING
MAX 24" SPAN (EITHER
SIDE OR BOTH IF REQ'D)
PROVIDE 2X4 MIN. BLOCKING AT
Q OF HIP/RIDGE, TYP.BETWEEN
TRUSSES W/ (2) 12D NAILS EACH
END TO TRUSS TOP CHORD
SSES
TYP.
TRUSS
(2) 12D NAILS
AT 12" O.C. MAX
HIP/RIDGE BLOCKING DETAIL
SCALE: 1/2"=l'-O"
HIP
G.T
(2) 2x8 #2 SYP w,
O.S.B. FLITCH P1
TOP @ TRUSS 8
U.N.O. ON ROOF
PLAN
TYPIC
WALL
NOTE: PENDING BEAM
BEARING LOCATION, THE
BEAM CAN SIT ON TOP OF
COLUMN w/ (2) SIMPSON
HTS20 w/ (24) 1 Od x 1 1/2"
NAILS EACH
SIMPSON HU46/HUC46 wl (8)
16d NAILS TO POST & (4) 10d
NAILS TO BEAM
SUPPORT COLUMN BUILT-UP
(2) 2x4's OR 4x4 w/ (2) 1 Od
NAILS @ 8" O.C. EACH PLY
(SHOWN AS 4 x 4)
(2) SIMPSON HETA20 w/ (8) 1 Od
x 1 1/2" NAILS EACH - OR (2)
SIMPSON MSTAM36 w/ (7) 1 Od
& (4) 1/4"x2 1/4" TITENS EACH
TIE BEAM
BEAM @ RAISED ENTRY
MASONRY WALL r4
SCALE: 1/2" = 1'-0" k
JACK TRUSS (AS SHOWN)
OR GABLE END SEE TRUSS
LAYOUT
CLIP EACH TRUSS
(SEE ROOF PLAN
FOR TYPE)
FRAME OUT TO
BLOCK EDGE
----SEE DETAIL 4/D1
ii FOR BEAM SIZE
EXTERIOR SHEATHING 0�0
ATTACHED PER NAILING
SCHEDULE 2x SPF #2
AT 16" O.C.
BUILDER FRAME
RADIUS
AS REQUIRED
KNEEWALI-L'u') ENTRY FRONT WALL
SCALE: 1/2" = 1'-0"
no
1
WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014
CONV. FRAMED RIDGE 2X4 STUDS 8, PLATES AT 2'-0" O.C.
MAY BE NAILED EACH DIRECTION TYP. U.N.O.
SIMPSON LSTA18
PLAN
(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER
VERTICAL SCAB 2 x 6
w/ MIN. (4) 12d WHEN
wl (12) 1 Od NAILS
SIMPSON HUC41 0 w/ (14)
L.SEE L.
FOR CANTI
BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE
#2 SPF 48" O.C. W/ (4)
IT LANDS NEXT TO
CENTERED AT
16d INTO HEADER & (6) —
1
INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST
2x8 BLOCKING NAILED @ 1 Od TOP & BOTTOM
PRE-ENG. TRUSS EACH SIDE w/ (3) 12d NAILS
SPLIT TO TIE
BEAMS TOGETHER 10d INTO BEAM - SEE
COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES
OR SIMPSON H2.5A w/
ROOF PLAN FOR MORE
OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD
WHEN REQUIRED w/ (2) (10) 8d NAILS
INFO
SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES &
SIMPSON HTS20 w/ (24) 1 Od x
SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION
1 1/2" NAILS EACH
SEE FLOOR PLAN FOR
OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED
COLUMN SIZE& BASE
OSB FLITCH PLATE
ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER
SEE FLOOR PLAN CONNECTION INFO
REC'D ONLY WHEN
2A #2 SYP NAILER. NAIL
A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
-1 /--COLLAR TIE
EVERY 3rd
FOR COLUMN SIZE
& ADDITIONAL INFO.
INDICATED ON BM.
SCHEDULE/PLAN
TO STUDS w/ (3) 16d AT
EACH STUD - TOENAIL
ROOF AND EXTERIOR
2.
ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS
7 RAFTER
7/16" OSB FLITCH PLATE
SEE FLOOR PLAN FOR
EACH TRUSS TO NAILER
SHEATHING ATTACHED
LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING
REQ'D ONLY WHEN
INDICATED ON BM.
COLUMN SIZE& BASEJ
CONNECTION INFO
w/ (3) 1 Od
PER NAILING SCHEDULE
SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-On
OPTION A
OPTION B
OPTION C
O.C. MAXIMUM,
2x4 SPF 2 (2) #7 x 3-1/2"
SCHEDULE/PLAN
SEE 2ND FLOOR WALL SECTION
3.
ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH
FOR ADDITIONAL INFORMATION
NAILS AT EACH TRUSS INTERSECTION.
TRUSS OR SIMPSON
CB H2.5A 8d NAILS
COMMON BM. TO POST ATTACHMENT
�A
4.
ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS
w/ (10)
DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
B AT 48" O.C.
SEE ROOF PLAN
ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS.
FOR BEAM SIZE &
SCALE: 3/4"=V-0"
5.
PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS
BEVEL CU TS
CONNECTION INFO.
r
BM SPLICE OVER
CENTER OF POST
---
DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS
(OPTIONAL)
PRE-ENG. TRUSS
A A
2X4 BLOCKING
2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS
CONT. ROOF SHEATHING AT TRUSS TOP
SEE PLA FOR
TOP OF AM
MAX & EACH END ALTERNATE
CHORD AT ALL HAND FRAMED AREAS TYP.
DIRECTION TYP. ---\
A
I
f
C'4
DIAGONAL---. 2x8 #2 SPF RIDGE BEAM
--,\--SEE
PAM-=-
SIMPSON LUS26 w/ (8) 10d NAILS
R E3
rl-
cz;-
C:)
of,
AT 8'-X ,—�-WOOD 2x6 #2 SYP RAFTERS FOR SPANS 4FT
MAX TRUSS
SIMPSON MTS1 8 w/ 14)
OR IF 2 PLY TRUSS SIMPSON
ZsEF
C14
TO 8FT 2X4 RAFTERS FOR SPANS LESS
10d NAILS TYP. U.N.O.
PLAN FOR SIMPSON
LUS26-2 w/ (8) 16d NAILS TO
F1 OCR FRAMING PLAN
x THAN 4FT @ 2'-O"O.C. MAX. W/ (3) 1 Od
CANT. IF MTS1 8 W/ (14)
LEDGER
AND J/S6 FOR MORE INFO.
COMMON TOENAILS TO RIDE BEAM
SEE FLOOR PLAN FOR
COLUMN SIZE &
INDICATED
1 Od NAILS
TYP. U.N.O.
2X1 0 #2 SYP CONT. LEDGER W/ (3)
VERIFY WITH PLAN FOR
LOCATION AND DIRECTION
C14
C:0
C'4
2X4 CONT. AT CONC.MASONRY
ADDITIONAL INFO.
1/2" X 4 1/2" LAG SCREWS ATTACH
LAG SCREWS INTO END OF EACH
(IF PARALLE SEE 2/D2 FOR
T & B CHORD STEEL OR WOOD
(WOOD COLUMN SHOWN)
MIDDLE
FLOOR TRUSS, 24" O.C. MAX. (AT
BLOCKING INFO)
BEARING SUPPORT
EACH SIDE OF G.T. INSTALL (4) LA(3
MASONRY WALL
SCREWS EACH SIDE)
(TYPICAL)
A -A ALTERNATE BLOCKING
CORNER
SECTION AT
LOW ROOF 9
SEE
FOUNDATION
9!
DETAIL @ INTERIOR BEARING
PLAN FOR MORE INFO
51'
SCALE: 1/2" 1'-0"
3
/7
SCALE: 1/2" 1'-0"
COMMON BM. ATTACHMENT ('18
CI-4
TRUSS
CD
A PROVIDE BLOCKING AT ALL TRUSS BEARING
SCALE: 3/4"=V-0"
SUPPORT WHERE TRUSS DEPTH EXCEEDS
C14
STANDARD HEEL HEIGHT
TYP. WOOD TRUSS BLOCKING DETAIL
C�l
C14
SCALE: 1/2"=1'-0"
OIL VARIES
2x STUDS @ 16" O.C.
ROOF SHEATHING
SEE 1/S5 FOR
SEE PLAN FOR
W/ SIMPSON SP1 W/ (10) 1 Od
ATTACHED PER
ADDITIONAL
8d NAILS AT VALLEY TRUSS
NAILS AT BASE & SIMPSON
SP2 W/ (12) 1 Od NAILS AT TOP
NAILING SCHEDULE
2X4 #2 SPF BRACING @
EXTERIOR SHEATHING
OUTILOOKER
INFO.
4" O.C. INFO.
LI
0
16" O.C. W/ (4) 12d COMMON TRUSSES.
ATTACHED PER
I
I
2x BLOCKING BETWEEN STUDS
TOENAILS TO TOP SEE TRUSS PLAN
2A STUDS W/ SIMPSON NAILING SCHEDULE
TO TRUSS W1 (2) 12d TOENAILS
PLATE & (2) 12d END MIN. (2) 2A FOR CONNECTION
SP1 W/ (10) 1 Od NAILS
;LS
EACH END (BETWEEN TRUSSES
00
STRUCTURAL SHEATHING
NAILS TO TRUSS SPFTOP INFORMATION.
AT BASE SEE J/S6 FO R
GAB L
(2) 12d NAILS TO EACH VERTICAL
ATTACHED PER NAILING
BOTTOM CHORD PLATE
MORE INFO.
TRUSS
LOW ROOF/WAL
STUD)
SCHEDULE
SHEATHING ATTACHEL)
E
PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d
04) VARIES W/
OILVARIES SEE PLAN
FOR WALL LOCATION
/--2x4 BASE PLATE W/
1/2" PLYWOOD
NAILS @ 16" O.C. ALONG W/
E
ROOF SLOPE
)v
3�
SIMPSON LSTA30 W/
SIMPSON MTS12 W/ (14) 1 Od x
(22) 10d NAILS OR
(2) 16d NAILS TO
1 1/2" NAILS TO BLOCKING
WOOD WALL-\
------- ------ SIMPSON MTS12 w/
EACH COMMON
BELOW @ 16" O.C.
OR TRUSS. �-2X4 CONT. W/ (2)
MIN. 2A #2 SPF STUDS @
xx (14) 1 Od x 1 1/2" NAILS
TRUSS/ FRAMING
TYP TOP & BOTTOM
SEE PLAN 16d COMMONS
16" O.C. W/ EXTERIOR
TO FLOOR GIRDER
E2
NAILS EACH
SHEATHING ATTACHED
BELOW @ 16" O.C.
.4
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STUD TYP. T&B
PER NAILING SCHEDULE &
o MASONRY WALL BELOW: SIMPSON
PLYWOOD
-9
(3) 12d TOENAILS TO
HETAII 6 w/ (9) 1 Od x 1 1/2" NAILS @
FLOORING
TRUSS OR
gk SEE PLAN FOR PLATE BELOW
MASONRY WALL A
4'-0" O.C. TO GABLE TRUSS
ROOF SYSTEM
'If TOP OF WALL
OR BEAM
-H BEAM BELOW: SIMPSON HTS20 w/
02-
MIN. 2x4 #2 SYP P.T. PLATE
16" FLOOR SYSTEM FLOOR GIRDER
SEE TRUSS PLAN
(24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C.
W/ 1/2"X8" EPDXY ANCHOR
SEE PLAN FOR SEE PLAN FOR
TO GABLE TRUSS
LOW ROOF TRUSS
2x6 BLOCKING UNDER FLOOR G.T.
MASONRY WALL SEE,_� @ 3" FROM EACH END &
DIRECTION CONNECTION
COMMON TRUSS
RAISED BOTTOM CHORD
2nd FLOOR WALL w/ SEE PLAN
PLAN FOR MORE 16" O.C. MAX.
-41
SEE ROOF PLAN
EXTENSION SEE TRUSS
SIMPSON LUS24-2 W/ (16)
SHEARTRANSFER
INFO.
SECTION FLOOR
FOR CONNECTION
MANUF. SPEC'S FOR
CONNECTIONS TO G.T.
16d NAILS AT EACH END
C111
EXTERIOR. WALL
SECTION @ ENTRY K8
CONNECTION 2�
SECTION AT
HIP GABLE
SECTION @
BUMP OUTK'39'N�
NO
SCALE: 3/4" = l'-O"
SCALE: 3/4" = 1'-0"
SCALE: 3/4" 1'-0"
SCALE: 3/4" = V-0"
SCALE: 3/4"=V-0"
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To the best of the Engin4dfl tion, and
belief, the structural plans an s contained
within these drawings com ply with the 2017 Florida
Building Code - Residential 6th Edition. Engineer's
signature and seal is only for the structural engineering
portions of the drawing pages bearing Engineer's signature
and seal.
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DATE 3/19/2018
TECH: MJAMES
VERSION No' 4mO
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WEATHER
RESISITIVE
BARRIER
HEAD FLASHING TIE-IN INSTRUXTIONS:
1 Cut, fold up & temporarily secure weat
barrier above header to allow for flashing
THESE DETAILS ARE GENERIC AND installation
MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under
AND WATERPROOFING METHODS TO weather resistive barrier
BE USED. 3. Fold weather resistive barrier back over head
flashing and seal with tape
SELF -ADHERED FLASHING Scale: NTS
FLANGED WINDOW
FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER
L
EXTERIOR SHEATHING
REFER TO TECHNICAL
LETTER ON CHEMICAL
COMPATIBILITY
SELF -ADHERED FLASHING X
DO NOT FLASH OVER
BOTTOM NAILING
FLANGE
NAILING FLANGE
SELF -ADHERED FLASHING
HALF ROUND WINDOW
"r) WEATHER
iE BARRIER
1ARILY SECURE
EXTERIOR
SHEATHING
WOOD FRAME CONSTR.
SELF -ADHERED FLASHIN
BY LAPPING DOWN
OVER RIM JOIST AND UP
WALL BY 6 IN.
WEATHER
RESISITIVE
BARRIER
SEAL TOPS OF JOI,<
UNDER DECKING
ED FLASHING (SEE DETAIL WP07)
SELF -ADHERED FLASHING
E
4M
WEATHER RESISTIVE
BARRIER
DOOR ROUGH OPENING
3/4"-1" BEAD OF CONSTR.
ADHESIVE TO BE APPLIED UNDER
THRESHOLD OF DOOR AND RETURN
OR EQUAL WEATHER PROOF CAULKING
UP JAMB 6". USE LIQUID NAIL BRAND
SELF -ADHERED FLASHING
SUBFLOOR
RIM JOIST
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK - SECTION A
EXTERIOR SHEATHING
3/4"-l" BEAD OF CONSTR.
INSTALL SELF -ADHERED
ADHESIVE TO BE APPLIED UNDER
FLASHING JAMB & HEAD
THRESHOLD OF DOOR AND RETURN
FLASHING, SEE
UP JAMB 6". USE LIQUID NAIL BRAND
I
FLANGED WINDOW
OR EQUAL WEATHER PROOF CAULKING �e
(SEE DETAIL WP01)
SECTION -A (SEE DETAIL WP02)
SELF -ADHERED FLASHING
SEAL TOPS OF JOISTS
UNDER DECKING
(SEE DETAIL WP07)
SELF-ADHER
SELF -ADHERED FLASHING
EXTERIOR DOOR WITH DECK
SELF -ADHERED FLASHING,
EXTEND A MINIMUM 6"
VERTICALLY FROM
BOTTOM OF
THRESHOLD
1001
SELF -ADHERED FLASHING
PATCH
HERED FLASHING
2
4
5
SELF -ADHERED FLASHING
CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER
SELF -ADHERED FLASHING
INSIDE CORNER
Ground
SELF -ADHERED FLASHING SELF -ADHERED FLASHING
FOUNDATION WEEP SCREED
DECK JOIST OUTSIDE CORNER ET mw
JIT
I cm)
RED FLASHING
NPER
TH
0
0
0,
00
Water Resistant Barrier
Lath
Sheathing
Stucco
FLASHING REQUIREMENTS
R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8.
R703.2 Weather -resistant sheathing paper. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or
other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally,
with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152
mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner
to meet the requirements of the exterior wall envelope as described in Section R703.4
Exception: Omission of the water -resistive barrier is permitted in the following situations:
1. In detached accessory buildings.
2. Under exterior wall finish materials as permitted in Table R703.4
3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier.
R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or
penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The
flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations:
1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface ot he exterior wall finish or to the
water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the
following or other approved method:
1. 1 The fenestration manufacturer's written flashing instructions.
1.2 The flashing manufacturer's written installation instructions.
1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250.
1.4 In accordance with the flashing method of a registered design professional.
2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings.
3. Under and at the ends of masonry, wood or metal copings and sills.
4. Continuously above all projecting wood trim.
5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction.
6. At wall and roof intersections.
7. At built-in gutters.
R703.6.2.1 Weep Screeds
A Minimum 0.01 9-inch (No. 26 Gaiv. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of
3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926.
SELF -ADHERED FLASHING
PRODUCTS DETAILS
TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND
ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1
Detail Instructions
Refer to the number marked as in each detail that corresponds to the numbered items in the list of
G
instructions below:
1 . Install self -adhered flashing in order as shown by numbers
2. Install flashing and weather resistive barrier to form water shedding laps
3. Self -adhered flashing can be substituted for building paper
4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) -
for ease of installation and to minimize scoring cuts
5. Remove all release paper per standard installation instructions and adhere to substrate using a square
piece of flashing material (6" x 6" Minimum)
6. Fold as shown by arrows
7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner
8. Mechanically fasten as necessary
Cement Plaster
in accordance
with ASTMC926
over wood 2nd
floor
Cement
Plaster
over block
1 st floor
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTIVIC 1063
Building Paper
-7/16" O.S.B.
sheathing
Metal
Flashing
Weep Screed
Installed As Per
Manufact. Specs.
I
Maintain
Bottom of
Weep Screed
1 1/2" to 2"
Above Roof
Sheathing
0or
LZ
60
Note:
The building paper and metal lath must be
installed over the top of the weep screed
WEEP SCREED DETAIL
NOT USED NOT USED NOT USED SCALE: NOT TO SCALE
I Ri" e
7/8" Cement Plaster
in accordance with
ASTMC926
Felt backed metal
lathe in accordance
with ASTIVIC 1063
Building Paper
7/16" O.S.B.
sheathing
-Stampede or similar
cauk bottom
joint only
Weep Screed
Installed As Per
Manufact. Specs.
1/2" Cementitious
Decorative Finish
All inside and
out
side corner will
need to be miter
cut and caulked all
butt joints need to
becaulked using
Stampede or sim.
caulk for all
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Tothe best ofthe Engineer's knowledge, information, and
belief, the structural plans and specifications contained
within these drawings comply with the 2017 Florida
Building Code - Residential 6th Edition. Engineer's
signature and seal is only for the structural engineering
portions of the drawing pages bearing Engineer's signature
and seal.
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DATE 3/19/2018
TECH: MJAMES
VERSION NO' 4nO
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USP Connectors > Cross Reference
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USP Florida Statewide Evaluation Report Simpson Florida Statewide Evaluation Report
C 18) Stock No. Product Approval No. Basis (2018) cc � �-
Stock No, Product Approval No. Basis U � N I-
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A3
FL17244.1
r
ESR-3455
A23
FL10448.2
ESR-2608
H D210-2
FL17232.3
ESR-3445
HU210.2
FL10655.20
ESR-2549
HD212-2
FL17232.3
ESR-3445
HU212-2
FL10855.23
ESR-2549
HD218
fL17232.3
ESR-3445
HU218
FL10655.29
ESR-2549
HD216-3
FL17232.3
ESR-3445
HU216-3
FL10655.29
ESR-2549
HD28
FL17232.2
ESR-3445
HU26
FL10655.31
ESR-2549
HD28-2
FL17232.3
ESR-3445
HU28-2
FL10655.34
ESR-2549
HD410
FL17232.4
ESR-3445
HU410
FL10655.44
ESR-2549
H0412
FL17232.4
ESR-3445
HU412
FL10855.45
ESR-2549
HD610
FL17232.4
ESR-3445
HU810
FL10855.51
ESR-2549
HD0410
FL17241.7
ESR-3444
HUC0410
FL11468.11
SIM200804
HGA10
FL17699.1
Evaluation Report
HGA10KT
FL11470.4
SIM200803
HGAM10
FL17699.1
Evaluation Report
HGAM10KT
FL11470.4
SIM200803
HHCP2
FL17238.7
ESR-3448
HCP2
FL10447.2
ESR-2551
HTA18
FL17680.4
Evaluation Report
HETA16
FL11473.5
SIM200802
HTA20.18
FL17660.4
Evaluation Report
HETA20
FL11473.5
SIM200802
HTT16
FL17324.2
Evaluation Report
HTT16
FL11496.1
ES-0130
HTT45
FL17324.2
Evaluation Report
HTT22
FL11496.1
ES-0130
HTW18
FL17244.8
ESR-3455
HTS18
FL10456.22
ESR-2613
HTW20
FL17244.8
ESR-3455
HTS20
FL10458.23
ESR-2813
HTW24
FL17244.8
ESR-3455
HTS24
FL10458.24
ESR-2813
HTW30
FL17244.8
ESR-3455
HTS30
FL10458.26
ESR•2813
HTWM16
FL6223.2
Evaluation Report
HTSM18
FL11473.11
SIM200802
HTWM20
FL6223.2
Evaluation Report
HTSM20
FL11473.11
SIM200802
HUGT2
FL6223.3
Evaluation Report
HGT2
FL10458.18
ESR-2613
HUGT3
FL6223.3
Evaluation Repo
PRODUCT APPROVAL SPECIFICATION SHEET (2018)
As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building cemponents fisted below if they will be utilized on the
construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed
products.
Category/Subcategory
Manufacturer
Product Description
Approval Number(s)
Test Pressures
1. EXTERIOR DOORS
A. SWINGING
ThermaTru
Firber•ClassicandSmooth-Classic-IMPACT)
FL20461.1
+g7.0/-67.0psf
ThermaTru
Firber-Classic and Smooch -Star (NON -IMPACT)
FL20461.6
+67.0/-87.0 psf
ThermaTru
Firber-Classic and Smooth -Star (NON -IMPACT}
pL204g1,g
+g7.0/-67.0 psf
ThermaTru
Firber-Classic and Smooth -Star (NON -IMPACT)
FL20461.14
+67.0/-67.0 psf
ThermaTru
Classic -Craft and Benchmark
FL15225.1
+67.0/-67.0 psf
ThennaTru
Smooth -Star and Benchmark
FL15225.5
+67.0/-67.0 psf
ThermaTru
FiberClassic, Smoothstar, ClassicCraft, Rustic
FL7640.1
+67.0/-67.0 psf
B. SLIDING
MI Windows and Doors
Series 420
FL15332.1 - FL15332.5
+40.0/-40.0 psf
PGT
Series 5570
FL251.I0
C. SECTIONAL
Clopay Building Products
Residential VNndCode Doors W5 (SX7)
FL15279.37
+30.0!•32.0 psf
Clopay Building Products
Residential VNndCode Doors W5 (16X7)
FL15279.53
+30.0/-30.0 psf
Clopay Building Products
Residential VNndCode Doors W8 (BX7)
FL15279.85
+38.0/-42.0 psf
Clopay Building Products
Residential WindCode Doors W6 (16X7)
FL15279.102
+37.0/-41.0 psf
D. METAL LOUVERED DRS
Curries Division of AADG, Inc
607,707,727,747,and 847 Single &Pairs of Doors
FL11537.1
N/A (see inst sht)
2. VMNDOWS
A. SINGLE HUNG
MI Windows and Doors
Series 185
FL17499.2
+50.0/-55.0 psf
PGT
Series 5500
FL239.7
B. HORIZONTAL SLIDER
MI Windows and Doors
Series 188
FL15351.1
+40.0/-50.0 psf
C. FIXED
MI Windows and Doors
Series 185
FL15349.1
+40.0/-40.0 psf
PGT
Series 5520
FL243.9
D. MULLION
MI Windows and Doors
Series 5764
FL15353.2
N/A
PGT
Series 5500
FL261.1
N/A
E. OTHER
3. PANEL WALL
A. SIDING
James Hardie Building Prod.
Cemplank Lap Siding and HardiePlank Lap Siding
FL13192.1 - FL13192.2
N/A
B. SOFFITS
Alside
Solid and Vented Soffit
FL15272.1 - FL15272.2
+70.0/-70.0 psf
C. OTHER
4. ROOFING PRODUCTS
A. ASPHALT SHINGLES
GAF
3 Tab, Dimensional
FL10124.1
N/A
B. UNDERLAYMENTS
Tamko
151b Felt Underlayment
FLt2328.6
NIA
C. ROOFING FASTENERS
NOT USED
D. ROOF VENTILATORS
Thompson Arch Metal Comp.
Off Ridge Vents
FL16918.1 - FL16918.4
N/A
Florida Metal Products, Inc
Vent RV10
FL21580.3
N/A
Lomanco, Inc
DA-4 Exahust Vent
FL17202.t
N/A
E. ROOFING TILES
Boral Tile
Villa 900
FL7849.27 - FL7849.28
N/A
Boral Tile
Saxony 900
FL7849.16 - FL7849.20
N/A
F. OTHER
5. SHUTTERS
A. STORM PANELS
Global Protection Products
Galvanized Steel Storm Panels
FL15076.1 - FL15078.2
N/A
All American Shutters &Glass
Galvanized Steel Storm Panels
FL17869.1
N/A
6. STRUCTURAL
COMPONENTS
A. WOOD CONNECTORS/
USP Structural Conn.
see chart
ANCHORS
Simpson Strong -Tie
see chart
B. TRUSS PLATES
iTW Building Components
Alpine Truss Plates
fL1999.1 - FL1999.4
N/A
MiTek Industries, Inc.
Truss Plates
FL2197.1 - FL2197.5
N/A
C. ENGINEERED LUMBER
Weyerhaeuser
Rim Board, LVL, PSL, LSL
FL6527.1 - FL8527.5
N/A
D. MATERIAL
Cast -Crete Corp.
High Strength Concrete Lintels
FL158.1
N/A
Commercial Concrete Products, Inc.
High Strength Concrete Lintels
FL1774
N/A
The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the
jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, 1
understand these products may have to be removed if approval cannot be demonstrated during inspection.
APPLICANT SIGNATURE
DATE
-$—o
(3)
FF
(3)
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Florida Departryient of Business & Professional Regulation
Florida Deparlinsent of Business & Professional Regulation
Florida Departneent of Business & Professional Regulation
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Building Codes and Standards
pop I
Building Codes and Standards
Pami
Building Codes and Standards
Pop I
Florida Departlyierd of Business & Professional Regulation
Pop I d2
(3)
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1=18
105010
Ionia
Building Codes and Standards
1=18
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Product Approval Application Distall
Product Approval Application Detail
Product Approval Application Detaff
(3)
Product Approval Application Detail
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Approved
Review 2017
ThournoTru Corporation
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Rick Wright Lyndon F. Schmidt P.E- Ryon J. Reg, P.E.
11YI5=17 07/122017 10118112017
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Thenria-Tw Corporation
RICkWright Lyndon F. Schmidt, P.E. Ryan J. King. P.E.
10fl&W17 07112=17 108=17
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Coops"; Exterior Doors
(419) 29&1740 PE-43409 (813) w4l;w
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(419)298-1740 PE-43409 (813)767-OW
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Subcategory: Swinging Exterior Door Assemblies,
Subcategory, Swinift Exterior Door Assemblies
Revision 2017
-rhorms-Tru Corporation
Rick Wright Lyndon F. Sd-Wt P.E. Ryan J. King, P.E-
1011&20il 07112=17 I0tiS'20i7 1211=17
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Therms-7m Corporation
Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E.
12/1312017 12113*017 12121/2017
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Revision 2017
Theirms-Tru Corporation
Rick Wright Lyndon F. Schmidt, P.E. Ryan J. Klrig� P.E,
12113;2017 12113M17 120,2017 Pending FBC Approval
Revision 2017
Themns-Tru Corporation
Rick Wright Lyndon F. Scl-W P-E- Ryan J. King, P.E.
12/13=17 l2tl3P2017 IZ21=17
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M121 ingrown
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(419)29B.1740 PE-43400 (813)7674M
CO.". Exterior Doons
(419) 2MI740 PE43409 (813) 7974866
SubCosagory: Swinging Exterior Dow Assemblies
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Subcategory: Swinging Exterior Door Assemblies
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Revision 2017
Therm@�Tru Corporation
Rick Wright Lyndon F. Schmidt P.E, Ryon J. ", P.E.
12M31211,17 12/13M17 12r2irAI7
ding FSC Appx,
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Cornplience, slashed: Evalturtion RAW from a
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Florida Departireent of Business & Professional Regulation
pamlorl
Florida Deparlynent of Business & Professional Regulation
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Building Codes and Standards I/Smia
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Product Approval Application Detail
Product Approval Application Detail
Florida Deparhysent of Business & Professional Regulation
Pagaifi
Florida Departryient of Business & Professional Regulation
P.Pial
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Ionia
Building Codes and Standards
Ionia
FLM112254114
141.1111112254114
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Product Approval Application Detail
22111
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Therria-Tru Corporation
Rick Wright National Accreditation & Ryan J. t(Ing, PE.
12rn=17 09/21/2017
12raW7
Approved
Revision 2017
Thmnu-Tru Corporation
Rick Wright Nallonal Acmisclitation & Ryan J. ", P.E.
122=17 OW21=17 12rnM17
Approved
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Caftenry: Exterior Docus
(410)298-1740 Management healorts, (813)767-SM
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Brant Siginger Luis Roberto Lonnas Steven M. UrW PE
011113=17 OSMI12017 09116=17
'10110=17
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Revision 2017
NMd"sndDoore
Luis Roberts Lomas Steven M. UrIch, PE
011113,21117 08/11/2017 08/15=7 iW10=17
Approved
FLIM$225-PA Products
Carts". E�ftrkxr Door*
(717) 365MIX) PE-02514 (7M21i7-8454
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(7M 365,3= PE-M14 (717) 317-6454
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bottlinglefillmlard com
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&a and W Op"m and Glazed Floonglass Door with 12131=1
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No
WA
5
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SM said Bill Opaque and Glazed Fiberglass Door with 12r31=1
No Y" No
WA
Piviessioreel Engineer
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Building Codes and Standards
11SOIS
Building Codes and Standards
11VIDIS
Building Codes and Standards
Ionia
Building Codes and Standards
11502011t
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
FL"92794t5
FILl"9132414
FLJI5331-PA
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Mark VftdeftM firibertelk Tsoft Seavose NA4 Gary PhohiK
Ilra=17 08110=7
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Approved
Revision 2017
C" Building Products Company
Mark Westerfield trientak Testing Swims KA. Gary PlIushlor
110MI7 08/1012017 12MOM17
Approved
Review 2D17
IN Windows and Doors
grand Stenger Luis Roberto Lomwe Serven M. Urkh, PE
08/13=17 08/11/2017 0811&2017
10110=7
Approved
Revision 2017
M1 Whiclowe and Danis
Brent Sidinger Luis Robeft Lames Stavan M. Urioh, PE
01111=017 mi 1/2017 011MIN2017 10110,2017
Approved
cosatiory: Exterior Doors
(513)770.6= Ino (513) 5194M
Colegory: Exterior Doors
(513)770-SM tric. (513)519-am
CsoqW. Exhulor Doors
(717) 365,MW PE-62514 (717) 317-8454
Category: Exterior Doors
(717) 36643M PE-M14 (717) 317-84M
SubCalelloty: Sectional Exterior Door Assemblies
Subcategory: Sectional Exterior Door Asserraclies
as
Subcategory: Sliding Exterior Door Assemblies
beftlingwarnhwi.con,
Subcategory: Selling Exterior Door Assemblies
babrig.Qtd.com
Compliance M a Certification Mark or Wring
Compliance MO.&- Gertificiew Mark of Usting;
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Florida Dopertirtent of Business & Professional Regulation
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Florida Depairtryient of Business & Professional Regulation
pamlorl
Building Codes and Standards
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Building Codes and Standards
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Building Codes and Standards
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Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
Product Approval Application Detail
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IIr4=7 100=17
12105=17
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Revision 211,17
NK Windows and Dom
anwits"Ings, American Archilectural Show M. Udch, PE
12MM17 12M3/2017
Validated
Revision 2017
lull Windows and Doors
anordstainglow Luis Robe Lomas Slarve M. Urich, PE
08113,2017 OSR 1/2017 0811512017
10/10M17
APPIWM
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PGT Indundrift
own Ruaek lutharl-Dode BCOO - CER Milarni-Dods SCOO - VAL
1214=17 11r2=017 120/2017
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Category: Exterior Doors
(641) 494-2844 (305) 868-4707
Category: Windows
(717) 365-33W Plan fie-r-r- 4--ladon (717) 317-S454
Category: Exterior Doors
(717) 385,VW P,-,2,14rto
(717) 317-8464
Category: Exterior Doom
(941) 486-0100 (786) 315-2SW
Subcategory: Exterior Door Components
c1m.clodloilliamabloy.w
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toldhoorlikenled.com
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WA
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No Yes
No
WA
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FIL #* 281.10
Florida Departnient of Business & Professional Regulation
P.PI&I
Florida Departrysent of Business & Professional Regulation
Pap I of 1
Building Codes and Standards
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Building Codas and Standards
1=10
Florida Departryient of Business & Prolassional Regulation
PwWIri
Florida Departneent of Business & Professional Regulation
PSmI&I
Building Codes and Standards
irmle
Building Codes arid Standards
ir.2018
Product Approval Application Detail
Product Approval Application Detail
Product Approval Appffcatlon Detail
Product Approval Appflcadon Detail
FLINSU2,41111
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MI Windows and Dom
llient Staniar Amorkan Aichibectumil Serven M. Urich, PE
12019017 17AI/2017
01/0412DIS
Approved
Revision 2017
PGT Indusbiss
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Category: Wndows
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