761 PARADISE LN - STR. DRAWINGSDESIGN SPECIFICATIONS:
GENERAL NOTES:
UL SB ERG
Project has been designed in accordance with the 5th Edition (2014) Florida Buil
Jing
1. The scope of these plans is limited to the structural requirements of this project.
8• All concrete slabs on grade shall be the thickness as indicated on the drawings over
minimum 6 mil. polyethylene (visqueen) vapor barrier. Slabs be
Code, Residential, and the Florida Building Code, Existing Building (as applicable).
Architectural, civil (site), electrical, mechanical (plumbing and HVAC), waterproofing,
shall reinforced with
6x6 W1.4x1.4 WWF lapped 8" at edges and ends in
DESIGN CRITERIA:
and flashing requirements are not addressed in these plans.
conformance with ASTM -A 185,
or fibermesh reinforcement shall be used with a minimum fiber length of 2" to 2"
ENGINEERING, INC.
m 11481 OLD ST. AUGUSTINE RD., SUITE # 202
Wind Design
2. It is the intent of the Engineer of Record (Engineer) that this work be performed in
complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per
cubic yard in accordance with manufacturer's recommendations.
JACKSONVILLE, FL, 32258
P: 904.886.2401 F: 904.260.4367
Method ASCE 7-10
conformance with all requirements of the authorities having jurisdiction over this type
Basic Wind Speed: 130 mph
Building Risk Category: II
of construction and occupancy.
9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and
www.HulsbergEngineering.com
_' FLORIDA C.A. NUMBER: 25846
Wind Exposure: C (Enclosed Structure)
Building Classification: Residential
3. The contractor is respponsibletyfor the means andp methods of construction. It is the
contractor's sole res to determine
other deleterious material. Structural fill shall be compacted to a density of at least
95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Termite
SIMS
Building Type: Type V Construction
Wind -Borne Debris: NOT located in the wind-borne debris region
onsibili the rocedure, sequence, and temporary
bracing as to insure the safety of the building and its component parts during
construction.
protection
shall be provided in accordance with applicable code requirements. If soil treatment
p pp q
is used, the treatment shall be done after all excavation, backfilling, and compaction
.
I
m �*
3 Cd f••
9
is completed. p
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Unless otherwise noted, project site considerations shall be the responsibility of t
contractor.
le
4. The contractor shall verify all conditions and dimensions at the job site prior to
10. Footings may bear upon undisturbed soil or upon structural fill. Structural
.•'
owner and/or Examples of such items include, but shall not be limite
determination of grade elevations, drainage features, and special requirements
to,
commencing work.
fill shall be
compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density
(ASTM D1557) for
if E
of
associated with FEMA flood hazard and/or DEP zones.
5. The contractor shall supply, locate, and build into the work all Inserts, anchors, angles,
a depth of at least two feet (2'-0") below the bottom of the footing.
''.
DESIGN DEAD LOADS:
plates, openings, sleeves, hangers, slab depressions, or other components as may be11
required to attach and accommodate other work.
. The following minimum concrete cover shall be provided for reinforcement:
f •'�.�
a e•'���.�`�
,
3" Concrete cast against and permanently exposed to earthZ.
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Floors:
6. All details and sections shown on the structural drawings are intended to be typical
2"1 Concrete exposed to earth or weather
1 Concrete not exposed to earth
�a aPE
The design floor dead load of 12 psf assumes a floor system utilizing wood decki
g or
and shall be construed to apply to any similar situation elsewhere in the work except
or weather
/r .' o. 50791
a COMMENTS:
wood subflooring over wood truss, wood 1 -joist, or solid sawn lumber framing. T
covering is assumed to be
floor
where indicated otherwise.
12: All continuous reinforcing steel in concrete shall be lap
carpet, vinyl, wood or ceramic tile. The Engineer shall
be
-spliced with the following
notified if the floor coverings differ from the noted assumptions
7. Refer to the structural drawings for all structural details and sections. The contractor
minimum lengths:#4
shall contact the Engineer for clarification in cases of conflict betwee"- structural
bars: 21" minimum
Roofs:
drawings and any drawings prepared by others prior to commencing work.
#5 bars: 26" minimum
Metal or Shingle: 10 psf (Rafters) 7 psf (Wood Truss)
#6 bars: 32" minimum
o
Concrete or Clay Tile: 15 psf
Refer to Architectural Plans for Roof Covering System
8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report.
The design of the project structure assumes an allowable soil bearing capacity of
13. Reinforcement in footings shall be bent around corners or corner bars shall be used.
DESIGN LIVE LOADS:
2000 psf. The Engineer shall be notified if soil conditions encountered differ from the
noted assumptions. All requirements for site preparation and soil compaction
14. The contractor shall provide spacers, chairs, bolsters, etc., necessary to support
_
specified in the soils report shall be followed unless more stringent requirements are
reinforcing steel. Support items which bear on exposed concrete surfaces shall have
Floors:
specified in these plans.
ends which are plastic tipped or stainless steel.
Exterior Balconies: 40 psf
Exterior Decks: 40 psf
CONCRETE:
MASONRY:
Stairs: 40 psf (or 300 lb point load)
General
Garages: 50 psf (or 2000 Ib point load)
1. All concrete work shall be in accordance with "Building Code Requirements for
All Other Areas: 40 psf
Structural Concrete," ACI 318-11, and "Specification for Structural Concrete," ACI 301
1. All masonry work shall be in accordance with "Building Code Requirements for
a
2. All concrete shall have the following compressive strength at 28 days
ng minimum
Masonry Structures," ACI 530-11, and Specifications for Masonry Structures," ACI
Without Storage: 10 psf
Slabs on grade, footings, and mist. concrete: fc=2500psi
530.1-11
With Limited Storage: 20 psf
With Storage: 30 psf (fixed stair access)
Structural slabs, walls, beams and columns: fc=3000psi
Designated radon zones only - all concrete: fc=3000psi
2• Grout shall conform to ASTM C476 with minimum 28 day compressive strength of
2000 psi per ASTM C1019. Grout shall be mixed to provide a slump between 8" to 11 ".
Roofs:
3. Cement shall conform to "Specification for Portland Cement" (ASTM C150)
3.
Less than 4:12 slope: 20 psf
Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used
a
4:12 slope or greater: 16 psf
4. Aggregate shall conform to "Specification for Concrete Aggregates" (ASTM C33)
in brick veneer.
CLIENT:
BUCKY DAVIS
DEFLECTION CRITERIA:
5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, organic
4. The contractor shall be responsible for the design and installation of all flashing.
Walls:
material or other substances that are deleterious to concrete or steel reinforcement.
Concrete Masonry (CMU):
m PROJECT:
28 PARADISE PRESERVE
Wind loads with plaster or stucco finish: U360
Wind loads with other brittle finishes: L/240
6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the
structural drawings. All reinforcing details shall conform to "Details and Detailing of
1. Concrete masonry units (CMU) shall be ASTM C90-11 B, Hollow Load -Bearing
Wind loads with flexible finishes: L/120 or L/180*
Concrete Reinforcement," ACI 315, unless detailed otherwise on the structural
Concrete Masonry Units, normal weight, with a minimum compressive strength of
* L/180 for exterior walls with interior gypsum board finish.
drawings.
1900 psi (fm=1500 psi).
r JOB NUMBER:
COUNTY:
Floors:
-17-1467
DUVAL
Live Load: L/480 *
7. Tolerances for foundation and slab alignment as well as placement of reinforcement
2. All continuous reinforcing steel in masonry shall be lap -spliced with the following
3 SCALE: 1
/ = 1'-0 U.O.N.
� )
Total Load: L/240 *
shall be in accordance with "Standard Tolerances for Concrete Construction and
minimum lengths:
E
* Increased floor stiffness may be required by floor covering manufacturer
Materials," ACI 117. Footing or slab edges may be up to 1/2" inside of the sill plate.
#4 bars: 20" minimum
9 DO NOT SCALE THIS DRAWING
RELEASE DATE:
#5 bars: 25" minimum
Roofs:
#6 bars: 30" minimum
d 10-24-17
Live Load: L/240
a REVISIONS:
Total Load: L/180
5' 3. Grout all cells containing vertical reinforcement in -0" maximum lifts.
4. Provide cleanouts per ACI 530.1-11 in the bottom course of masonry when the wall
= DRAWN BY:
height exceeds 5'-0".BTC
- DJM
-e CHECKED BY:
FSS
5. Beam reinforcement shall be continuous across control joints.
9 TITLE:
- GENERAL NOTES
SHEET 1 of 2
a
SHEET:
a
S-1
3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire anc shall b. Structural Steel plates: ASTM A36 (Fy=36 ksi) or ASTM A572 (Fy=50 ksi)
have a hook embedded in the mortarjoint. Sheet metal ties shall not be less t an No. c. Structural Steel W -shapes: ASTM A992 (Fy=50 ksi)
22 gage by 7/8" corrugated and fastened with 1 %" galvanized roofing nails. d. Structural Steel Angles and Channels: ASTM A572 (Fy=50 ksi)
Adjustable or strand wire veneer ties shall be used at CMU walls. e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi)
f. Structural Steel Round HSS or Pipe: ASTM A500 (Fy=46 ksi) or
4. Unless otherwise noted on the plans, a steel angle L4x4x1/4 shall be used for ASTM A53 (Fy=35 ksi)
supporting brick veneer over openings. This angle will not be required for arched
windows where brick is self-supporting. If the length of the opening exceeds '-0" then 2. All structural steel connections and fabrications shall comply with AISC specifications.
the steel angle shall be attached to the wood framing with Ya' x 3" lag screws 12"
o.c. or Simpson Y4" x 3" SDS screws @ 12"o.c. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication.
WOOD FRAMING: 4. Holes required for bolted connections may be drilled or punched. Flame -cut holes
shall not be used.
1. All wood framing has been designed in accordance with "National Design Sp ificatio
(NDS) for Wood Construction," 2012 edition. 5. Bolts shall be installed to the "snug -tight" condition - u.o.n.
WIND PRESSURES ON WINDOWS, DOORS &
SOFFITS (psf)
AREA OF OPENING
Clay Masonry (Brick):
INTERIOR ZONE (4)
13. Fasten plies of 1 %" wide engineered lumber as follows:
WINDOW, DOOR AND SOFFIT PRESSURES:
T TT c D (�
2 -ply beams with (3) rows of 0.131 "x3 nails @ 12"o.c.
O to 20 sf
lJ LSBER`J
1, Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Bri
ok, and
3 -ply beams with (3) rows of 0.131 "x3 Y<" nails @ 8"o.c. (each side)
1. All window, door and soffit assemblies shall be designed to withstand the design
ENGINEERING,
Hollow Brick, respectively. Grade SW shall be used.
22.2 -24.2
4 -ply beams with (2) rows of Simpson 6/d' long SDW screws @ 12" o.c.
pressures indicated below and shall be installed in accordance with the manufacturer's
.INC.
200.1 to 500 sf 119.9
-23,41
19.9 -21.9
requirements.
11481 OLD ST. AUGUSTINE RD.; SUITE 202
2, Brick veneer shall be anchored with approved ties spaced no more than 16" o.
0.
STRUCTURAL STEEL:
If borate treatment is used then galvanizing is not required.
JACKSONVILLE, FL. 32258
P: 904.886.2401 F: 904.260.4367
vertical and 16" o.c. horizontal. Additional ties shall be provided around all wa
I
_
www.HulsbergEngineering.com
openings greater than 16" in either direction; and shall be spaced no more tha
36"
1. Structural steel shall conform to AISC Specifications for Design and Fabrication and
5. Prefabricated wood trusses shall comply with NDS and "National Design Stan
Metal Plate Connected Wood Truss Construction (TPI 1-07)."
FLORIDA C.A. NUMBER: 25846
o.c. and placed within 12" of the openings.
Erection of Structural Steel for Buildings (latest editions).
:-
F1554, Grade 36.
a. Welded Connections: AWS D1.1t2
6. All trusses shall be designed by the Truss Manufacturer's registered Engineer
E
3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire anc shall b. Structural Steel plates: ASTM A36 (Fy=36 ksi) or ASTM A572 (Fy=50 ksi)
have a hook embedded in the mortarjoint. Sheet metal ties shall not be less t an No. c. Structural Steel W -shapes: ASTM A992 (Fy=50 ksi)
22 gage by 7/8" corrugated and fastened with 1 %" galvanized roofing nails. d. Structural Steel Angles and Channels: ASTM A572 (Fy=50 ksi)
Adjustable or strand wire veneer ties shall be used at CMU walls. e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi)
f. Structural Steel Round HSS or Pipe: ASTM A500 (Fy=46 ksi) or
4. Unless otherwise noted on the plans, a steel angle L4x4x1/4 shall be used for ASTM A53 (Fy=35 ksi)
supporting brick veneer over openings. This angle will not be required for arched
windows where brick is self-supporting. If the length of the opening exceeds '-0" then 2. All structural steel connections and fabrications shall comply with AISC specifications.
the steel angle shall be attached to the wood framing with Ya' x 3" lag screws 12"
o.c. or Simpson Y4" x 3" SDS screws @ 12"o.c. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication.
WOOD FRAMING: 4. Holes required for bolted connections may be drilled or punched. Flame -cut holes
shall not be used.
1. All wood framing has been designed in accordance with "National Design Sp ificatio
(NDS) for Wood Construction," 2012 edition. 5. Bolts shall be installed to the "snug -tight" condition - u.o.n.
WIND PRESSURES ON WINDOWS, DOORS &
SOFFITS (psf)
AREA OF OPENING
EDGE STRIP (5)
INTERIOR ZONE (4)
d
Pos Neg
Pos Neg
E
O to 20 sf
24.7 -33.0
24.7 -26.8
20.1 to 50 sf
23.6 -30.7
23.6 -25.7
50.1 to 100 sf
22.2 -27.8
22.2 -24.2
100.1 to 200 sf
20.9 -25.7
20-9r--23.0
200.1 to 500 sf 119.9
-23,41
19.9 -21.9
Soffit Design Pressure 1
24.7 -33.01
24.7 -26.8
•e ;�o•• i' AS
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of
( s
ON, PE
L PE No. 50791
a C MENTS:
2. Southern Yellow Pine member design incorporates design values for all sizes
grades of visually graded Southern Yellow Pine dimension lumber per "Supplement
and
6. All structural steel shall be shop -painted with SSPC Paint 15 (red oxide};primer. Prior
to painting, steelwork shall be cleaned per SSPC SP -6 "Commercial Blast Cleaning".
Base Design Pressure 20.90 GCpi = t0.18
d
No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published
by
E
the Southern Pine Inspection Bureau (SPIB).
7. SSPC Paint 36 (polyurethane) shall be applied as the final coat to all structural steel
r
o
surfaces exposed and visible to the exterior of the structure.
3. All wood members exposed to weather or in contact with masonry, concrete or
shall be treated with an appropriate preservative suitable for the exposure co
soil
ditions.
8. Field touch-up after installation where required to restore final finish.
-
4. If ACQ treatment is used on any wood member, then all nailing shall require
hot -dipped galvanized nails meeting ASTM A153, Class C, or ASTM 13695, Class
50.
HARDWARE AND ANCHORS:
: TYPICAL EDGE STRIP (5)
a = 4'
°
If borate treatment is used then galvanizing is not required.
1. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie,
_
United Steel Products (USP), or Engineer approved equal.
TYPICAL INTERIOR ZONE (4)
5. Prefabricated wood trusses shall comply with NDS and "National Design Stan
Metal Plate Connected Wood Truss Construction (TPI 1-07)."
Jard for
2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM
W
F1554, Grade 36.
6. All trusses shall be designed by the Truss Manufacturer's registered Engineer
3. All metal connectors and hardware which are exposed to the exterior or in contact
�• • • • • •
m
m
7. The Truss Manufacturer shall submit shop drawings and design notes with a
with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per
-
registered Engineer's seal for approval. Design notes shall include the rated k
ad
ASTM A153, Class C, or ASTM 8695, Class 50.
capacity of the truss to truss connectors, and the manufacturer's license to fat
ricate
_
trusses utilizing the connector system proposed. The contractor shall approve
4. Anchor adhesives shall be either SET -XP or AT -XP by Simpson Strong -Tie (with
fabrication and installation drawings showing size, shape and layout.
Florida Product Approval) and installed according to the manufacturer's instructions.
8. Jobsite handling and erection, including temporary bracing, during installation
trusses shall comply with TPI / WTCA BCSI 1.
of
Holes shall be cleaned of all debris and brushed out prior to installation of anchor
adhesive.
9 CLIENT:
BUCKY DAVIS
9. All prefabricated wood trusses subjected to uplift conditions shall be securely
fastened
ROOF COVERING:
m PROJECT:
to their supporting walls or beams with metal connectors as noted in the Trus
Connection Schedule.
1. The contractor shall be responsible for the design and installation of the roof covering
system.
a 28 PARADISE PRESERVE
o
10. All gable ends shall be balloon framed or braced in accordance with the appli
able
2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the
JOB NUMBER:
-1467
COUNTY:
DUVAL
detail as shown in the structural drawings.
manufacturer's requirements.
3 SCALE:
_ Y8" =1'-0" (U.O.N.)
11. Guardrails, handrails, and guard in -fill components (Balusters and Panel Fille
be provided by others.
s) shall
3. Clay and tile roofs shall be installed per the "Concrete and Clay Roof Tile Installation
Manual," and the manufacturer's requirements.
a DO NOT SCALE THIS DRAWING
RELEASE DATE:
10-24-17
12. Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum
aterial
4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according
a REVISIONS:
specifications:
to the manufacturer's requirements.
LVL or Parallam LSL
E=2,000,000 psi E=1,550,000 psi
Fb=2,600 psi Fb=2,325 psi
5. The contractor shall be responsible for the design and installation of all metal flashing
and valley material.
= DRAWN BY:
BTC - DJM
a CHECKED BY: FSS
Fc =750 psi Fc =900 psi
Fv=285 psi Fv=310 psi
TITLE:
- GENERAL NOTES
SHEET 2 of 2
SHEET:
® 2
39'-6°
MONOLITHIC
ULSBERG
HENGINEERING, INC.
m
N
p Y o24"x
m v,
24"x
12" PAD FOOTING
11481 OLD ST. AUGUSTINE RD., SUITE # 202
22'-4"
17--2"
WITH (2)
#5 EACH WAY
JACKSONVILLE, FL. 32258
P: 904.886.2401 F: 904.260.4367
(TYPICAL)
www.HulsbergEngineering.com
SEE DETAIL
"E" ON SD -1
fLORIQ 846
...
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NOTE: I o
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B
B 0 J SPECIAL REQUIREMENTS
SD -1 SD -2 MAY BE APPLICABLE FOR
� .� •
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®
SD -1
�N
SLIDING DOOR. VERIFY PRIOR
TO CONSTRUCTION
-y'� �■ ger
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ROVIDE RECESS 6'-11" ' '
p,sg■a `,�
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OR SHOWER
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FL YD PE
SEE ARCHITECTURAL PLAN) DOOR RECESS' :
FL PE No. 50791
!;
COMMENTS:
6-421'
30"x 30"x 12" PAD FOOTING.:
—
WITH (2) #5 EACH WAY
"E"
SEE DETAIL ON SD -1
NG
it
36"x 36"x 12" PAD FOOTING
b
3
SD2
4'4- „
WITH (2) #5 EACH WAY
"E" �••
€
2 0
N SEE DETAIL ON SD -1
=
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T
........... ....... ...
.:::: '::. �. .......
E ............
m
...............................
T 42"
a
7'-2"
5'-3•,
k
.
---
too
6-102"
^�" 14'-7" k} ?: o
4" CONCRETE SLAB WITH,
3
6x6 W1.4x1.4 WWF OR k?.
— —
0.4 .... FIBERMESH OVER 6 MIL
— — — — — E
°•
VAPOR BARRIER COVERING .,
B
CLEAN AND COMPACTED FILL
SD -1
19
bo
N
�
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•.�
...
•:::�
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m CLIENT:
SD -2
ug BUCKY DAVIS
D
E
BEDDE STRAP AT
SD>1
t i� GA
GE DOPR OPENING
PROJECT:
;::� SE
DETAIL "F" ON SD -1 ? I m o ::
s 28 PARADISE PRESERVE
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-
., •.1
;.
(,, ,.,,,� ['::
:;. 6"
JOB NUMBER: COUNTY:
- 17-1467 DUVAL
— —
........:..::
— — —SCALE:
:::.......:::: :•::'
o Ys" = 1' 0" (U.O.N.)
E
DO NOT SCALE THIS DRAWING
co
0°
16' 0°
I 7'-2° 6' 2° 7'-2° I
co
CJ = SUGGESTED CONTROL JOINT
RELEASE DATE:
10-24-17
Y
a
r r
a REVISIONS:
LOCATIONS (SEE DETAIL "T" ON SD -2)
24"x
24"x 12" PAD
::::::'::::::. =DENOTES TWO STORY
FOOTING "" ' "" FOOTING CONDITION
m DRAWN BY: BTC DJM
CHECKED BY: FSS
191-01,
20' 6"
WITH
(2) #5 EACH
WAY
Y
(TYPICAL)
SEE
DETAIL "E"
ON SD -1
TITLE:
FOUNDATION PLAN
39'-6"CONTRACTOR
SHALL VERIFY ALL DIMENSIONS
-
USING FINAL APPROVED FLOOR PLAN PRIOR
a SHEET:
S _3
FOUNDATION PLAN
TO CONSTRUCTION.
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O N �
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1. INSTALL (J MSTA30 STRAP AT EACH END
OF GARAGE DOOR HEADER, NAIL STRAP
INTO HEADER AND JACKS BELOW.
2. EMBEDDED STRAP AT EACH END OF GARAGE
DOOR OPENING SEE DETAIL "F" ON SD -1
3. EACH GARAGE DOOR SHALL BE RATED FOR A
MINIMUM DESIGN PRESSURE OF 20.4 psf ±
PERGOLA BRACKET
(SEE DETAIL "A" ON S-4)
(3) 2x12 HEADER
2J 2K
004 ..............................
(2) 2x6 BUILT-UP
(2) 2x6 BUILT-UP POST (MIN.)
POST MIN.)
= EXTEND SHEAR WALL 2" BEARING 3Y" BEARING
SHEATHING ACROSS
a N KNEEWALL TRUSS
Lu _ (PENETRATION'ALLOWED•FOR' '
N N MECHANICAL I ELECTRICAL) 2x6 FRAMED WALL (3) 2x6 BUILT UP
SW 3— BM2 POST (MIN.)
N y BM3__
O2 2x4 B JILT -Up t(6) [x4 BUILT-UP (4) 2x6 BUILT-UP
POS (MIN.) POST (MIN.) POST (MIN.) (2) JAMKS
I — — SW --3 — — —
..............................
EXTEND . SHEAR WALL
SHEATHING ACROSS (2) JACKS
KNEEWALL TRUSS MIN
I (PENETRATION ALLOWED FOR a
I MECHANICAL / ELECTRICAL)
o
M W
U5I U- (2) 2x6 BUILT-UP
"0 POST (MIN.)
(2) 2x6 BUILT UP N.... Bona•...
I (3) 2 6 BUILT-UP POST (MIN.)
POS r (MIN.) BMi -
(4) 2x6 BUILT-UP (2)2,
HEADER
POST (MIN.) 1.J2:K:
(3) 2x12 HEADER
2J 3K SD7
NOTE:
EAC FRONT POST SHALL BE TREATED
44 PC ST ON ABU44-Z POST BASE. STRAP
POST TO EA3H BEAM ABOVE WITH H6 -Z CLIP
OR (1) MSTA24-Z.
TYPICAL ALL POSTS - (U.O.N.)
SEE DETAIL "F" ON SHEET SD -7
NOTE:
(2) 2x12 PORCH BEAM
.YPICA� Q
THIS OPEN PORCH CEILING REQUIRES A
IINIM M Y8" SHEATHING. FASTEN WITH 6d
COM OR BOX NAILS AT 6"O.C. ON EDGES
AND 12"O.C. IN THE FIELD. WALL LAYOUT - FIRST FLOOR
NOTE:
EACH REAR POST SHALL BE TREATED
6x6 POST ON ABU66-Z POST BASE. STRAP
POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP
OR (1) MSTA24-Z.
TYPICAL ALL POSTS - (U.O.N.)
SEE DETAIL "F" ON SHEET SD -7
NOTE:
THIS OPEN PORCH CEILING REQUIRES A
MINIMUM %" SHEATHING. FASTEN WITH 6d
COM OR BOX NAILS AT 6"O.C. ON EDGES
AND 12"O.C. IN THE FIELD.
mw
Z Eu 1
QN
Lu
2
ZN
O
ALL EXTERIOR BRACKET I TRELLIS
MEMBERS SHALL BE TREATED
HALF -LAP JOINT IN MEMBERS
WALL FRAMING NOTES:
1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE
CONSTRUCTED WITH 2X6 SPF N0.2 STUDS
@ 16"O.C. FOR PLATE HEIGHTS UP TO 9'-1 Ye" - U.O.N.
2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL
BE CONSTRUCTED WITH 2X4SPF No.2 STUDS
@ 16"O.C. FOR PLATE HEIGHTS UP TO 9'-1'/e" - U.O.N.
3) THE FIRST FLOOR EXTERIOR WALL FINISH IS
"FLEXIBLE" (SIDING) - U.O.N.
NOTIFY ENGINEER OF ANY VARIATIONS,
2x6 LEDGER ATTACHED TO
EACH STUD I GARAGE HEADER
BEYOND WITH (4) 0.131" x 3"
NAILS @ 16" O.C.
P3) 0.131" x 3" TOENAILS
AT RAFTER TO EACH END
(TYPICAL)
INIMUM 2x6 TRELLIS RAFTER
@ 24" O.C.
WITH (2)Y4" x 3" SDS SCREWS
(3) 0.131" x 3" TOENAILS
AT RAFTER TO EACH END
Y4" x 6" SDS SCREW
(TYPICAL)
(POCKET SCREW AS REQUIRED
NOTE:
TO ACHIEVE MIN. 3" EMBEDMENT)
TYPICAL
INSTALL LOCKING BETWEEN
MINIMUM 44 MEMBER
4) 0,131'x 3" TOENAILS
FLOORSECOND FLOOR
SHEATHING
(TYPICAL)
MINIMUM 44 MEMBER
BUILT-.
CONT. (2) SPANS
2x6 BUILT-UP
TO ACHIEVE PROPER EMBEDMENT)
(2) 2x6 HEADER
NOTE:
STUD POST
1 J 2K
TO PENETRATE INTO STUDS
(NOT BETWEEN PLIES OF
ME MW
JACK I KING STUD POST TYPICAL)
4" x 6" SDS SCREW
(3) 2x12 PORCH BEAM
a III
(POCKET SCREW UP TO 2")
(2) JACKS........
DETAIL -
BRACKET CONSTRUCTION
A
MIN.
SD -7 =III
o III.
SHEARWALL LEGEND:
N III
N IN
U)
w0
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LL�0
O N �
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1. INSTALL (J MSTA30 STRAP AT EACH END
OF GARAGE DOOR HEADER, NAIL STRAP
INTO HEADER AND JACKS BELOW.
2. EMBEDDED STRAP AT EACH END OF GARAGE
DOOR OPENING SEE DETAIL "F" ON SD -1
3. EACH GARAGE DOOR SHALL BE RATED FOR A
MINIMUM DESIGN PRESSURE OF 20.4 psf ±
PERGOLA BRACKET
(SEE DETAIL "A" ON S-4)
(3) 2x12 HEADER
2J 2K
004 ..............................
(2) 2x6 BUILT-UP
(2) 2x6 BUILT-UP POST (MIN.)
POST MIN.)
= EXTEND SHEAR WALL 2" BEARING 3Y" BEARING
SHEATHING ACROSS
a N KNEEWALL TRUSS
Lu _ (PENETRATION'ALLOWED•FOR' '
N N MECHANICAL I ELECTRICAL) 2x6 FRAMED WALL (3) 2x6 BUILT UP
SW 3— BM2 POST (MIN.)
N y BM3__
O2 2x4 B JILT -Up t(6) [x4 BUILT-UP (4) 2x6 BUILT-UP
POS (MIN.) POST (MIN.) POST (MIN.) (2) JAMKS
I — — SW --3 — — —
..............................
EXTEND . SHEAR WALL
SHEATHING ACROSS (2) JACKS
KNEEWALL TRUSS MIN
I (PENETRATION ALLOWED FOR a
I MECHANICAL / ELECTRICAL)
o
M W
U5I U- (2) 2x6 BUILT-UP
"0 POST (MIN.)
(2) 2x6 BUILT UP N.... Bona•...
I (3) 2 6 BUILT-UP POST (MIN.)
POS r (MIN.) BMi -
(4) 2x6 BUILT-UP (2)2,
HEADER
POST (MIN.) 1.J2:K:
(3) 2x12 HEADER
2J 3K SD7
NOTE:
EAC FRONT POST SHALL BE TREATED
44 PC ST ON ABU44-Z POST BASE. STRAP
POST TO EA3H BEAM ABOVE WITH H6 -Z CLIP
OR (1) MSTA24-Z.
TYPICAL ALL POSTS - (U.O.N.)
SEE DETAIL "F" ON SHEET SD -7
NOTE:
(2) 2x12 PORCH BEAM
.YPICA� Q
THIS OPEN PORCH CEILING REQUIRES A
IINIM M Y8" SHEATHING. FASTEN WITH 6d
COM OR BOX NAILS AT 6"O.C. ON EDGES
AND 12"O.C. IN THE FIELD. WALL LAYOUT - FIRST FLOOR
NOTE:
EACH REAR POST SHALL BE TREATED
6x6 POST ON ABU66-Z POST BASE. STRAP
POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP
OR (1) MSTA24-Z.
TYPICAL ALL POSTS - (U.O.N.)
SEE DETAIL "F" ON SHEET SD -7
NOTE:
THIS OPEN PORCH CEILING REQUIRES A
MINIMUM %" SHEATHING. FASTEN WITH 6d
COM OR BOX NAILS AT 6"O.C. ON EDGES
AND 12"O.C. IN THE FIELD.
mw
Z Eu 1
QN
Lu
2
ZN
O
ALL EXTERIOR BRACKET I TRELLIS
MEMBERS SHALL BE TREATED
HALF -LAP JOINT IN MEMBERS
WALL FRAMING NOTES:
1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE
CONSTRUCTED WITH 2X6 SPF N0.2 STUDS
@ 16"O.C. FOR PLATE HEIGHTS UP TO 9'-1 Ye" - U.O.N.
2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL
BE CONSTRUCTED WITH 2X4SPF No.2 STUDS
@ 16"O.C. FOR PLATE HEIGHTS UP TO 9'-1'/e" - U.O.N.
3) THE FIRST FLOOR EXTERIOR WALL FINISH IS
"FLEXIBLE" (SIDING) - U.O.N.
NOTIFY ENGINEER OF ANY VARIATIONS,
2x6 LEDGER ATTACHED TO
EACH STUD I GARAGE HEADER
BEYOND WITH (4) 0.131" x 3"
NAILS @ 16" O.C.
P3) 0.131" x 3" TOENAILS
AT RAFTER TO EACH END
(TYPICAL)
INIMUM 2x6 TRELLIS RAFTER
@ 24" O.C.
WITH (2)Y4" x 3" SDS SCREWS
(3) 0.131" x 3" TOENAILS
AT RAFTER TO EACH END
Y4" x 6" SDS SCREW
(TYPICAL)
(POCKET SCREW AS REQUIRED
MINIMUM 46 BEAM
TO ACHIEVE MIN. 3" EMBEDMENT)
TYPICAL
4x4 MEMBER
MINIMUM 44 MEMBER
4) 0,131'x 3" TOENAILS
AT BEAM TO BRACKET
SHEATHING
(TYPICAL)
MINIMUM 44 MEMBER
Y4' x 4Yz" SDS SCREW
(POCKET SCREW AS REQUIRED
2x6 BUILT-UP
TO ACHIEVE PROPER EMBEDMENT)
JACK I KING
NOTE:
STUD POST
ALIGN BRACKET SCREWS
TO PENETRATE INTO STUDS
(NOT BETWEEN PLIES OF
JACK I KING STUD POST TYPICAL)
4" x 6" SDS SCREW
(POCKET SCREW UP TO 2")
TYPICAL
DETAIL -
BRACKET CONSTRUCTION
A
S-4
SHEARWALL LEGEND:
:::::::: NON-BEARING WALL
F
SIZ
OF HEADER
2 2x_ HEADER
J K
QUANTITY QUANTITY
OF JACKS OF KING STUDS
NOTE:
ALL WOOD FRAMED LOAD BEARING HEADERS
SHALL BE MINIMUM (2) 2X6 No.2 OR BETTER
SYP. INSTALL MINIMUM (1) JACK AND
(1) KING STUD AT EACH HEADER (U.O.N.)
UULSBERG
ENGINEERING, INC.
11481 OLD ST. AUGUSTINE RD., SUITE # 202
JACKSONVILLE, FL. 32258
R 904.886.2401 F: 904.260.4367
21 www.HulsbergEngineedng.com
BER: 25846
Nn/ i
a
a,
OfIMPSON,PE
FL PE No. 50791
0 ENTS:
CLIENT:
BUCKY DAVIS
o = BEARING WALL
SW -6 _
D = SHEARWALLS FASTENED WITH I
8d COM (0:131"x 2Y") NAILS r
6"O.C. ON EDGES AND 12"O.P. z
ON INTERMEDIATE SUPPORTS.
SW -3 _
SHEARWALLS FASTENED WITH
8d COM (0.131"x 2Y") NAILS
3"O.C. ON EDGES AND 12"0. .
ON INTERMEDIATE SUPPORTS.
SBS SHEATH BOTH SIDES OF WALL
AT INDICATED SHEARWALL
NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" U.O.N.
28 PARADISE PRESERVE
JOB NUMBER: 17-,1467 COUNTY:DUVAL
SCALE: /9/"$ =1'-0" (U.O.N.)
DO NOT SCALE THIS DRAWING
RELEASE DATE:
10-24-17
DRAWN BY: BTC - DJM
CHECKED BY: FSS
TITLE:
WALL LAYOUT
FIRST FLOOR
SHEET:
S-4
r
NOTE: WALL FRAMING NOTES: UL SB ERG
INSTALL SOLID BLOCKING BETWEEN 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE ENGINEERING, INC.
FLOORS AT ALL SECOND FLOO6 H
R
BUILT-UP POSTS. CONSTRUCTED WITH 2X4 SPF No.ZSTUDS -
11481 OLD ST. AUGUSTINE RD., SUITE # 202 @ 16"O.C. FOR PLATE HEIGHTS UP TO 9'-1 Ya" -U.O.N. JACKSONVILLE, FL 32258
P: 904.886.2401 F: 904.260.4367
jj
2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL www.HulsbergEngineering.com
BE CONSTRUCTED WITH ZX4 SPF No.2 STUDS o FLORIDA C.A. NUMBE i,25846
ie�eii
@ 16"O.C. FOR PLATE HEIGHTS UP TO 9'-1 /a" -U.O.N.
3) THE SECOND FLOOR EXTERIOR WALL FINISH 1S�`�i��
"FLEXIBLE" (SIDING) - U.O.N. .�e spy
NOTIFY ENGINEER OF ANY VARIATIONS. . 140.��
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6-13" M N. 8'
SW -6 E
w co
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o a N SHEARWALL LEGEND:
w z
zo N v ,,,,,,,,,,,,,,,,, I Qa U, N
0 3 X : : m ¢ :::::: = NON-BEARING WALL
....
m ca v ...MIN ::: a ::::. a .: • ::C; I (2) JACKS z N 0 BEARING WALL W
MIN. o N g
SW -6
II o = SHEARWALLS FASTENED WITH $
Q
8tl COM (0.131"x 2%") NAILS @
6"O.C. ON EDGES AND 12"O.C.
II- ON INTERMEDIATE SUPPORTS.
m SW -3
a o N o SHEARWALLS FASTENED WITH
�? w 8d COM 0.131"x 2%z" NAILS y
_ (2) JAC S .....: m CLIENT:
`D MIN. 3"O.C. ON EDGES AND 12"O.C@ A $UCKY DAVIS
z N I ON INTERMEDIATE SUPPORTS.
a w SHEATH BOTH SIDES OF WALL m PROJECT:
CL Lu
"' AT INDICATED SHEARWALL 28 PARADISE PRESERVE
ml II(2) JACKS v x o
CONT. (2) SPANS II MIN. N JOB NUMBER: COUNTY:
SEEMSz NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" U.O.N.
(2) 2x8 HEADER J04B II o s 17-1467 DUVAL
Z J 2 K - II SCALE:
WOOD FRAMED HEADER LEGEND: %a" = 1' 0" (U.O.N.)
FALSE BRACKET o
DO NOT SCALE THIS DRAWING
(TYPICAL AT ALL 2ND CONT. (2) SPANS SIZE
OF HEADER RELEASE DATE:
FLOOR LOCATIONS) 10-24-17
(Z) 2x8 HEADER 2 2x HEADER a REVISIONS:
2J 2K J K
QUANTITY UANTITY DRAWN BY:
OF JACKS OF KING STUDS BTC - DJM
a CHECKED BY: FSS
NOTE: TITLE:
ALL WOOD FRAMED LOAD BEARING HEADERS WALL LAYOUT
SHALL BE MINIMUM (2) 2X6 No.2 OR BETTER - SECOND FLOOR
SYP. INSTALL MINIMUM (1) JACK AND SHEET:
WALL LAYOUT - SECOND FLOOR (1) KING STUD AT EACH HEADER (U.O.N.)
o S-5
L•
✓Cod No
V VNOTE:
Jos 1) ALL TRUSS CONNECTORS ARE BASED ON
UPLIFTS COMPUTED BY ENGINEER OF RECORD.
_ Job UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
(2) HTS24 SHALL BE DISREGARDED.
AT GIRDER
2) THE TRUSS LAYOUT AND NUMBERING SYSTEM
SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER
DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR
APPROVAL BY THE ENGINEER OF RECORD AND THE
CONTRACTOR.
3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED
AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR
APPROVAL OF THE ENGINEER OF RECORD.
F06 4) REFER TO MANUFACTURER'S INSTALLATION DETAILS
WHEN USING SDWC SCREWS.
F06
F06
F05
F05
F05
BEAM SCHEDULE
J066
BEAM SPECIFICATIONS
TRUSS ID
LEFT
INTERMEDIATE
RIGHT
D04
:L
(2)1 %4'x 16" 2.0E LVL
(2) HTS24
2 1 %"x 16" 2 OE LVL
9y a .....• �.
SON, PE
�YFl-
PE No. 50791
ALL OTHER
TRUSSES
H2.5T
OR
SDWC 15600 1
H2.5T
OR
SDWC 15600
H2.5T
OR
1 SDWC 15600
m PROJECT:
g 28 PARADISE PRESERVE
JOB NUMBER:
g 17-1467
COUNTY:
DUVAL
W SCALE:
E
o DO NOT SCALE THIS DRAWING
(2) HTS24—
n REVISIONS:
=DRAWN BY: BTC - DJM
AT
AT GIRDER2"BEARING•3%"BEARING
S TITLE:
ROOF TRUSS AND FLOOR
- LAYOUT- LOWER LEVEL
a SHEET:
S-6
VD
BM3
F02
O O_ O
LL LL. LL
O
LL_"
N
N
LL_
N
LL
M
LL.:
F03
V VNOTE:
Jos 1) ALL TRUSS CONNECTORS ARE BASED ON
UPLIFTS COMPUTED BY ENGINEER OF RECORD.
_ Job UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
(2) HTS24 SHALL BE DISREGARDED.
AT GIRDER
2) THE TRUSS LAYOUT AND NUMBERING SYSTEM
SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER
DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR
APPROVAL BY THE ENGINEER OF RECORD AND THE
CONTRACTOR.
3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED
AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR
APPROVAL OF THE ENGINEER OF RECORD.
F06 4) REFER TO MANUFACTURER'S INSTALLATION DETAILS
WHEN USING SDWC SCREWS.
F06
F06
F05
F05
F05
BEAM SCHEDULE
TRUSS CONNECTOR SCHEDULE
BEAM SPECIFICATIONS
TRUSS ID
LEFT
INTERMEDIATE
RIGHT
D04
(2) HTS24
(2)1 %4'x 16" 2.0E LVL
(2) HTS24
2 1 %"x 16" 2 OE LVL
9y a .....• �.
SON, PE
�YFl-
PE No. 50791
ALL OTHER
TRUSSES
H2.5T
OR
SDWC 15600 1
H2.5T
OR
SDWC 15600
H2.5T
OR
1 SDWC 15600
V VNOTE:
Jos 1) ALL TRUSS CONNECTORS ARE BASED ON
UPLIFTS COMPUTED BY ENGINEER OF RECORD.
_ Job UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
(2) HTS24 SHALL BE DISREGARDED.
AT GIRDER
2) THE TRUSS LAYOUT AND NUMBERING SYSTEM
SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER
DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR
APPROVAL BY THE ENGINEER OF RECORD AND THE
CONTRACTOR.
3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED
AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR
APPROVAL OF THE ENGINEER OF RECORD.
F06 4) REFER TO MANUFACTURER'S INSTALLATION DETAILS
WHEN USING SDWC SCREWS.
F06
F06
F05
F05
F05
BEAM SCHEDULE
BEAM I.D.
BEAM SPECIFICATIONS
JACKSONVILLE, FL. 32258
BEAM -1
(3)1 %"x 16" 2.0E LVL
BEAM -2
(3)1 3/"x 16" 2.0E LVL
BEAM -3
(2)1 %4'x 16" 2.0E LVL
BEAM 4
2 1 %"x 16" 2 OE LVL
—FI 4 HTS24 AT O a
F03 LLo SN1a. BEAM
co
HTS24 AT F03 HTS24 AT BEAM LL u- u- u- u- LL LL LL
BEAM BM1 = _
Joa NOTE:
Joz CLIP EACH CANTILEVERED
0 0 0 0 0 0 0 0 FLOOR TRUSS WITH MTS12
.�P N
G01
NOTE:
J02 — — 'am, • . J02 ALIGN FLOOR TRUSSES
WITH GIRDER TRUSSES
�Go`' ✓Co3 ABOVE
ROOF TRUSS & FLOOR LAYOUT- LOWER LEVEL
3
h
f
ULSBERG
ENGINEERING, INC.
11481 OLD ST. AUGUSTINE RD., SUITE # 202
JACKSONVILLE, FL. 32258
P: 904.886.2401 F: 904.260.4367
www.HulsbergEngineering.com
FL :25846
it�*�'G
4 �
I o�
9y a .....• �.
SON, PE
�YFl-
PE No. 50791
COMMENTS:
3
s
°u
a CLIENT:
BUCKY DAVIS
m PROJECT:
g 28 PARADISE PRESERVE
JOB NUMBER:
g 17-1467
COUNTY:
DUVAL
W SCALE:
E
o DO NOT SCALE THIS DRAWING
RELEASE DATE:
10-24-17
n REVISIONS:
=DRAWN BY: BTC - DJM
a CHECKED BY: FSS
S TITLE:
ROOF TRUSS AND FLOOR
- LAYOUT- LOWER LEVEL
a SHEET:
S-6
T4ULSBERG
ENGINEERING, INC.
11481 OLD ST. AUGUSTINE RD., SUITE # 202
JACKSONVILLE, FL. 32258
P: 904.886.2401 F: 904.260.4367
www.HulsbergEngineedng.com
FLORIDA C • g0MBER: 25846
140
O
!f i
CLIENT:
BUCKY DAVIS
PROJECT:
28 PARADISE PRESERVE
JOB NUMBER: COUNTY:
17-1467 DUVAL
SCALE:
Y8" = 1'-0" (U.O.N.)
E
8 DO NOT SCALE THIS DRAWING
RELEASE DATE:
10-24-17
REVISIONS:
DRAWN BY:
BTC DJM
CHECKED BY:
FSS
TITLE:
- ROOF TRUSS
UPPER LEVEL
SHEET:
S-7
i
QH
TRUSS ID
LEFT
INTERMEDIATE
RIGHT
A02
H2.5T
S24 AT HTS24 AT
HTS24
A06
o
SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER.
HTS24
IRDER
HTS24
APPROVAL BY THE ENGINEER OF RECORD AND THE
GIRDER
J04B
HANGER
J02A
3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED
¢
0
0 0
M N
0 0 0
N
0m 0
M V
fD Q
WHEN USING SDWC SCREWS.
J02A
;m
m m
m m m
m 0m <:
¢ ¢ ¢ ¢
o
04A
;�;;;•
II
II¢ J04P
06A
J06A
I
J06A
J06A
J06A
J06A
J06A
IJ06A
06A
06A
I
II
J06A
J06A
..
I
N
06A
I J06A
J04
II
II
J02A
¢
II
J06A
I pgq
o
(2)H2.5T
J04B
J06A
HT
324 AT
AT GIRDERoaA
II
JO4A
GIRDER
Q
Q
J02A
04
7
o
HTS24 AT
HTS24 AT
GIRDER
GIRDER
ROOF TRUSS LAYOUT- UPPER LEVEL
T4ULSBERG
ENGINEERING, INC.
11481 OLD ST. AUGUSTINE RD., SUITE # 202
JACKSONVILLE, FL. 32258
P: 904.886.2401 F: 904.260.4367
www.HulsbergEngineedng.com
FLORIDA C • g0MBER: 25846
140
O
!f i
CLIENT:
BUCKY DAVIS
PROJECT:
28 PARADISE PRESERVE
JOB NUMBER: COUNTY:
17-1467 DUVAL
SCALE:
Y8" = 1'-0" (U.O.N.)
E
8 DO NOT SCALE THIS DRAWING
RELEASE DATE:
10-24-17
REVISIONS:
DRAWN BY:
BTC DJM
CHECKED BY:
FSS
TITLE:
- ROOF TRUSS
UPPER LEVEL
SHEET:
S-7
i
TRUSS CONNECTOR SCHEDULE
TRUSS ID
LEFT
INTERMEDIATE
RIGHT
A02
H2.5T
SHALL BE DISREGARDED.
HTS24
A06
HTS24
SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER.
HTS24
B07
HTS24
APPROVAL BY THE ENGINEER OF RECORD AND THE
HTS24
J04B
HANGER
(2) HTS24
3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED
J02A
AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR
ALL OTHER
TRUSSES
H2.5T
OR
SDWC 15600
H2.5T
OR
SDWC 15600
H2.5T
OR
SDWC 15600
T4ULSBERG
ENGINEERING, INC.
11481 OLD ST. AUGUSTINE RD., SUITE # 202
JACKSONVILLE, FL. 32258
P: 904.886.2401 F: 904.260.4367
www.HulsbergEngineedng.com
FLORIDA C • g0MBER: 25846
140
O
!f i
CLIENT:
BUCKY DAVIS
PROJECT:
28 PARADISE PRESERVE
JOB NUMBER: COUNTY:
17-1467 DUVAL
SCALE:
Y8" = 1'-0" (U.O.N.)
E
8 DO NOT SCALE THIS DRAWING
RELEASE DATE:
10-24-17
REVISIONS:
DRAWN BY:
BTC DJM
CHECKED BY:
FSS
TITLE:
- ROOF TRUSS
UPPER LEVEL
SHEET:
S-7
i
NOTE:
1) ALL TRUSS CONNECTORS ARE BASED ON
UPLIFTS COMPUTED BY ENGINEER OF RECORD.
UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
SHALL BE DISREGARDED.
2) THE TRUSS LAYOUT AND NUMBERING SYSTEM
SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER.
DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR
APPROVAL BY THE ENGINEER OF RECORD AND THE
CONTRACTOR.
3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED
J02A
AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR
APPROVAL OF THE ENGINEER OF RECORD.
4) REFER TO MANUFACTURER'S INSTALLATION DETAILS
—
WHEN USING SDWC SCREWS.
J02A
"c
08
T4ULSBERG
ENGINEERING, INC.
11481 OLD ST. AUGUSTINE RD., SUITE # 202
JACKSONVILLE, FL. 32258
P: 904.886.2401 F: 904.260.4367
www.HulsbergEngineedng.com
FLORIDA C • g0MBER: 25846
140
O
!f i
CLIENT:
BUCKY DAVIS
PROJECT:
28 PARADISE PRESERVE
JOB NUMBER: COUNTY:
17-1467 DUVAL
SCALE:
Y8" = 1'-0" (U.O.N.)
E
8 DO NOT SCALE THIS DRAWING
RELEASE DATE:
10-24-17
REVISIONS:
DRAWN BY:
BTC DJM
CHECKED BY:
FSS
TITLE:
- ROOF TRUSS
UPPER LEVEL
SHEET:
S-7
i
I
OHULSBERG
ENGINEERING, INC
11481 OLD ST. AUGUSTINE RD., SUITE # 202
JACKSONVILLE, FL. 32258
- P: 904.886.2401 F: 904.260.4367
NOTE: 21
www,HulsbergEngineering.com
EACH EXTERIOR POST SHALL BE TREATED FLORIDA C.A. NUMB 25846
44 POST ON ABU44-Z POST BASE. STRAP
POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP E s
III OR (1) MSTA24-Z.
HTT5 AT SILL & ......................
E TYPICAL ALL POSTS - (U.O.N.)
SD 7 III SEE DETAIL' F" ON SHEET SD -7
SSP AT TOP PLATE p°
III : CC
E • c�} • r
SD -7
/ 3 ( 1��••
HTT5 AT SILL & $, «! i a �y OII•°. t ••°°°°`���.
SSP AT TOP PLATEHTT5 ` E
\
s
q�q f
_ N HOLD" 1 l 1 ����o.50791
t
C MMENTS:
�BM
TA24 OR HTT5 8" 4 AT: BEAM HOLDOWN
AT SILL BM2 HTS24 AT -
BEAM
HTS24 AT LL: HTT5
\ZHTT5 EACH BEAM HOLDOWN
HOLDOWN
HTT5 HTT5
HOLDOW N HOLDOWN
HTT5-,::: . .::::::::.:::::.:::•::.
HOLDOWN
ANCHO BOLTS @ 24" O.C. MAX
a
GARAGE DOOR NOTES
1. INSTALL T MSTA30 STRAP AT EACH END
L
F GARAGE DOOR HEADER. NAIL STRAP
TO HEADER AND JACKS BELOW.
MBEDDED STRAP AT EACH END OF GARAGE
OOR OPENING SEE DETAIL F" ON SD -1
O
09
NOTE: m CLIENT:
o SDWC SCREWS MAYBE USED
HTT5 BUCKY DAVIS
IN LIEU OF SSP/ DSP AT STUD
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BMg SIMPSON LITERATURE m PROJECT:
HTT5 AT SIL 28 PARADISE PRESERVE
BM1 SSP AT TOP PLATE
N HTT5 AT SILL &
" SSP AT TOP PLATE
HTT5 AT SILL & SD -5
SSP AT TOP PLATE
E E
SD -7 G01 HTT5 AT SILL &
t JOB NUMBER: COUNTY:
17-1467 DUVAL
SCALE:
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E DO NOT SCALE THIS DRAWING
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RELEASE DATE:
10-24-17
SSP AT TOP PLATE a REVISIONS
Q _:_ _ _ THREADED ROD LEGEND:
_ %" THREADED ROD FROM DRAWN BY:
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NOTE: (4" MINIMUM EMBEDMENT REQUIRED) m CHECKED BY:
EACH EXTERIOR POST SHALL BE TREATED - FSS
4x4 POST ON ABU44 Z POST BASE. STRAP s ATION TITLE:
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TYPICAL ALL POSTS - (U.O.N.)
SEE DETAIL "F" ON SHEET SD -7
TIE -DOWN LAYOUT - FIRST FLOOR
O = / THREADED ROD FROM FOUND -
` TIE -DOWN LAYOUT
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❑ HOLDOWN (AS NOTED) SHEET: (1 ��
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0
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FLOOR TRUSS BELOW
TIE -DOWN LAYOUT - SECOND FLOOR
ULSBERG
ENGINEERING, INC.
11481 OLD ST, AUGUSTINE RD., SUITE # 202
JACKSONVILLE, FL. 32258
- P: 904.886.2401 F: 904.260.4367
www.HulsbergEngineedng.com
FLORIDA C.A. NUMBER: 25846
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28 PARADISE PRESERVE
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SHOE PLATE INTO EACH INTERSECTING
TIE -DOWN LAYOUT - SECOND FLOOR
ULSBERG
ENGINEERING, INC.
11481 OLD ST, AUGUSTINE RD., SUITE # 202
JACKSONVILLE, FL. 32258
- P: 904.886.2401 F: 904.260.4367
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FLORIDA C.A. NUMBER: 25846
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CLIENT:
BUCKY DAVIS
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28 PARADISE PRESERVE
JOB NUMBER: COUNTY:
17.1467 DUVAL
SCALE: y8" =1'-0" (U.O.N.)
DO NOT SCALE THIS DRAWING
d
RELEASE DATE:
10-24-17
a
REVISIONS:
THREADED ROD LEGEND:
_
• _ %" THREADED ROD FROM
FOUNDATION TO DOUBLE PLATE
-
DRAWN BY: BTC DJM
(4" MINIMUM EMBEDMENT REQUIRED)
a
CHECKED BY: FSS
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SECOND FLOOR
%" THREADED ROD FROM FOUNDATION
TO UPPER FLOOR DOUBLE PLATE
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=TITLE:
-
SHEET:
S -9
❑ = HOLDOWN (AS NOTED)
INSTALLED AT SILL PLATE
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BRICK VENEER WITH 1" AIRSPACE
AND WALL TIES BRICK VENEER WITH 1" AIR
SPACE AND WALL TIES UL SBERG
(1) #5 CONT: X
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CONT. FLASHING; PROVIDE WEEP HOLESFILL JOINT WITH ELASTOMERIC ENGINEERING, INC.
[A@ 33"O.C. CONT. FLASHING; PROVIDE SILL PLATE JOINT FILLER N SILL PLATE m 11481 OLD ST. AUGUSTINE RD., SUITE # 202
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2 ❑ GROUT AIR SPACE BELOW 6" MIN. : 904.886.2401 F. 904.260.4367
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A SECTION - STEMWALL WITH BRICK SEC TION - MONOLITHIC WITH BRICK D _ SECTION - STEMWALL AT GARAGE SECTION - MONOLITHIC AT GARAGE - '°°� L�` E
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ENGINEER FOR ADDITIONAL REQUIREMENTS: a COMMENTS:
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I I I CONCRETE SLAB
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AND IN EACH CORNER. / a < A\i\i\
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12" INTO SLAB AND 6" INTO \�\\�\\ \\/\\/ �' / /ice\/' WITH (1) #4 VERTICAL IN EACH
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6 /i \l1\\ / AS NOTED
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1'-8" TWO STORY - (3) #5 CONT.
B SECTION - STEMWALL SECTION - MONOLITHIC rE SECTION - PAD FOOTING AT PORCH STEMWALL SECTION --:PAD FOOTING AT THICKENED EDGE
SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 NOTE IF STEMWALL HEIGHT EXCEEDS 48" CONTACT _
ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS.
BRICK VENEER WITH 1" AIR SPACE * *ALTERNATE: MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS (SEE DETAIL R ON SHEET SD -2)
AND WALL TIES m CLIENT;
CONT. FLASHING; PROVIDE WEEP HOLES - BUCKY DAVIS
@ 33"O.C. BRICK VENEER WITH 1" AIR SPACE a STHD14 STRAP NAILED TO
GROUT AIRSPACE BELOW FLASHING -j a GARAGE DOOR POST. -
— , AND WALL TIES PA51 STRAP NAILED TO GARAGE m PROJECT
❑ x a c DOOR POST. BEND STRAP INTO EMBED STRAP INTO FOOTING 28 PARADISE PRESERVE
❑ (1) #5 CONT. CONT. FLASHING; PROVIDE WEEP z LL AS SHOWN.
SILL PLATE o FOOTING AS SHOWN.
FILL JOINT WITH ELASTOMERIC N HOLES @ 33"O.C. O a
6" MIN. ❑ GROUT AIR SPACE BELOW FLASHING a Z JOB NUMBER:
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W' 8 DO NOT SCALE THIS DRAWING
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/ / / o — z
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TITLE:
TO PASS THROUGH SLOTS IN STRAP. FOUNDATION DETAILS
c SECTION - STEMWALL AT GARAGE WITH BRICK SEC ION - MONOLITHIC AT GARAGE WITH BRICK F DETAIL - PA51 INSTALLATION (STEMWALL) DETAIL - STHD14 INSTALLATION MONOLITHIC - SHEET of 2
SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SHEET:
SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT o A D _
ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. ``J
— — I SHOWER AREA I
----
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FL PE No. 50791
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SD -2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT
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1' 4" TWO STORY - (2) #5 CONT.
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V-8" TWO STORY - (3) #5 CONT.
SAW -CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS)
AS SOON AS THE CONCRETE HAS HARDENED ENOUGH
SECTION - STEMWALL AT EXTERIOR WALL SHOWER SECTIO
- MONOLITHIC AT EXTERIOR WALL SHOWER
NOT To BE DAMAGED DURING THE CUTTING PROCESS.
A
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CONCRETE SLAB
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SD -2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT
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10
FILL CUT WITH 1" DEEP xy" WIDE SAW
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\\ \ \\ #5 CONT.
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1' 4" ONE STORY 2 #5 CONT.
T-0" (1) #5 CONT.
V-8" TWO STORY - (3) #5 CONT.
CLIENT:
M SECTION - PORCH STEMWALL WITH BRICK
T SECTION - TYPICAL SAW -CUT CONTROL JOINT
--
BUCO DAVIS
SECTION- INTERIOR BEARING
K SECTION
- THICKENED EDGE
H
sD-2 NOTE: IF sTEMWALL HEIGHT ExcEEDsa8" coNracT
sD-2
m PROJECT:
SD -2
SD -2
ENGINEER FOR ADDITIONAL REQUIREMENTS.
28 PARADISE PRESERVE
2 JOB NUMBER:
.1467
COUNTY:
DUVAL
TREATED POST
SCALE:
BEARING POST (AS NOTED)
c %" = V-0" (U.O.N.)
CURB HEIGHT VARIES
CONCRETE SLAB
-CONCRETE SLAB
ABU_ POST BASE WITH
PAVERS BY OTHERS
E DO NOT SCALE THIS DRAWING
TTE CONCRETE SLAB
$" GALV. ANCHOR EMBEDDED
RELEASE DATE:
PLA
CURB HEIGHT VARIES
12" (SET -XP ADHESIVE)
10-24-17
REVISIONS:
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8" TALL, 12" SQUARE GROUTED
CMU OR CAST -IN-PLACE CONCRETE
DRAWN BY:
BTC
PEDESTAL ON 24"X 24"X 12" PAD
CHECKED BY: FSS
AS NOTED REINFORCEMENT (AS NOTED)
8" (1) #4 CONT.
2'-O° FOOTING WITH (2) #5 EACH WAY
= TITLE:
- FOUNDATION DETAILS
1' 4" ONE STORY - (2)-#5 CONT.
1' 8" TWO STORY - (3) #5 CONT:
SHEET 2 of 2
N
SECTIO- BEARING STEP_ DOWN
SECTION
INTERIOR BEARING PAD FOOTING
SECTION - NON-BEARING STEPDOWN
u DETAIL - PAD FOOTING AT PAVERS
SHEET:
SD -2
J
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SD -2
SD -2
SD -2
SD -2
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ULSBERG
ENGINEERING, INC.
ROOF
COVERING (BY OTHERS)
ROOF
TRUSSES
- 11481 OLD ST. AUGUSTINE RD., SUITE # 202
JACKSONVILLE, FL. 32258
DOUBLE PLATE
CORNICE
(BY
DETAIL I
OTHERS)
- P: 904.886.2401 F: 904.260.4367
www.HulsbergEngineering.com
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FL PE No.
CD MENTS:
SD -3
%6" RATED SHEATHING, EXPOSURE L
-
FASTEN WITH 0.131" x 2i2" NAILS @ 6"O.C. ON
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(U.O.N.) (BLOCK ALL EDGES)
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ROOF TRUSSES
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2X2" RATED STURD-I-FLOOR (T&G) SHEATHING
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I
GLUED AND NAILED. FASTEN WITH 0.131" x 2Y2" RING
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2x_ No.2 SPF OR No. 2 SYP \ 'y32" RATED SHEATHING,
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ENDNAILS AT TRUSS (U.O.N.) NAILS @ TO.C. 0
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GYPSUM BOARD
(2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.)
CONNECTOR AT EACH
TRUSS
(SEE TRUSS CONNECTION
SCHEDULE)
TOENAIL RIM BOARD TO PLATE WITH
CLIENT:
0.131"x 3Ya" NAILS @ 8"O.C.
(2) 2x_ SYP #2 DOUBLE
PLATE (U.O.N.)
BUCKY DAVIS
APPLY SHEATHING HORIZONTALLY FOR STUCCO
THREADED COUPLING AS REQUIRED
APPLY SHEATHING HORIZONTALLY FOR STUCCO GYPSUM BOARD
APPLICATIONS, EXCEPT THAT 7/16" STRUCTURAL 1
m PROJECT:
APPLICATIONS, EXCEPT THAT 7/16" STRUCTURAL 1
RATED OR 15/ 32" RATED SHEATHING MAY BE
GYPSUM BOARD
RATED OR 15/ 32" RATED SHEATHING MAY BE 2x_ SPF #2 STUDS
@ 16"O.C. - U.O.N. (SEE WALL LAYOUT)
INSTALLED VERTICALLY.
28 PARADISE PRESERVE
INSTALLED VERTICALLY.
2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT)
_
t JOB NUMBER: COUNTY:
DLIVAL
%6" RATED SHEA
KING, EXPOSURE L
%6" RATED SHEATHING, EXPOSURE I.
FASTEN WITH 0.1
EDGES AND 12"0..,.
NOTE: (U.O.N.) (BLOCK A_L
SILL PLATES ON EXTERIOR WALLS
1" x 2Y2" NAILS @ 6"O.C. ON
ON INTERMEDIATE SUPPORTS.
EDGES)
NOTE:
SILL PLATES ON EXTERIOR WALLS
FASTEN WITH 0.131" x 2Y2" NAILS @ TO.C. ON
EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS.
(U.O.N.) (BLOCK ALL EDGES)
g SCALE:
_ �„ =1'-0" (U.O.N.)
a
SHALL BE ANCHORED BY THREADED THREADED ROD ASSEMBLY
AT
SHALL BE ANCHORED BY THREADED
SUPPLEMENTED BY ADDITIONAL
= DO NOT SCALE THIS DRAWING
y RELEASE DATE:
RODS SUPPLEMENTED BY ADDITIONAL SPACING
SEE DETAIL "C„
RODS
THREADED ROD ASSEMBLY AT
NOTED
ANCHOR BOLTS AS REQUIRED TOANCHOR
THIS SHEET)
BOLTS AS REQUIRED TO
NOTED SPACING (SEE DETAIL "C"
10-24-17
a REVISIONS:
MAINTAIN MAXIMUM 48"O.C. SPACING
MAINTAIN MAXIMUM 48"O.C. SPACING
THIS SHEET)
(U.O.N.)
2x_ TREATED SYP
#2 SILL PLATE WITH ANCHORS
(U.O.N.)
m
INSET WALLYz' FOR STUCCO (SEE DETAIL "C" THIS
SHEET)
INSET WALLY2" FOR STUCCO
APPLICATIONS
2x_ TREATED SYP #2 SILL PLATE WITH ANCHORS
(SEE DETAIL "C" THIS SHEET)
2 DRAWN BY:
APPLICATIONS
BTC
SEE FOUNDATION DETAILS
CHECKED BY:ir FSS
=TITLE:
SEE FOUNDATION
DETAILS
FRAMING DETAILS
B SECTION - TYPICAL
EXTERIOR TWO STORY WALL
SHEET 1 of 3
A SECTION - TYPICAL EXTERIOR ONE STORY
WALL
sD-3
SHEET:
SD3
a SD -3
--SILL PLATE (BELOW)
2x_ CORNER FRAMING FULL
HEIGHT STUDS (TYPICAL)
(2) ROWS OF 0.131"x 3Ya"
2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL TO BAND NAILS @ 12- 0.
BOARD WITH 0.131"x 34' NAILS @ 6"O.C. — STAGGERED (TYPICAL)
BAND BOARD
2x6 OR 2x8 FRAMED WALL
OPEN WEB TRUSS
SHEATHING CONTINUOUS FROM BAND BOARD
TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH
EDGE NAILING REQUIREMENTS OF UPPER WALL
TOENAIL TRUSS TO PLATE WITH
(2) 0.131"x 34- NAILS
DOUBLE PLATE (U.O.N.)
C SECTION - TYPICAL OPEN WEB FLOOR TRUSS
SD -4
UPLIFT CONNECTOR (AS NOTED)
2x4 SPF BLOCKING- NAIL WITH (2)
0.131"x 3Ya" NAILS AT EACH END
(END NAIL OR TOENAIL)
;S BOTTOM CHORD
PORCH SHEATHING AS NOTED
FRAMED WALL
D SECTION -EXTERIOR WALL PERPENDICULAR TO TRUSS
SD -4
TRUSS (AS NOTED)
2x4 SPF NAILER -NAIL TO TOP PLATE WITH
0.131"x 3Ya" NAILS @ 6"O.C.
PORCH SHEATHING AS NOTED
:RIOR FRAMED WALL
E SECTION - EXTERIOR WALL PARALLEL TO TRUSS H
SD -4D-4
NAIL SCAB TO TOP CHORD WITH
(4) 0.131"x 3'/a" NAILS
ADD 2x4 VERTICAL SCAB IN EACH
_TRUSS IF NO WEB IS PRESENT
(3) 0.131"x 3Ya" NAILS TYPICAL AT
EACH TRUSS
2x4 X -BRACE ACROSS LENGTH OF
SHEARWALL
NAIL SCAB TO PLATE WITH (3)
0.131"x 3Ya" TOENAILS
TRUSS (AS NOTED)
2x4 BLOCKING BETWEEN TRUSSES
TOENAILED TO DOUBLE PLATE WITH
0.131"x 3)/4" NAILS @ 4"O.C.
DOUBLE PLATE
MINIMUM Y16" RATED SHEATHING,
EXPOSURE I FASTEN AS NOTED
ON WALL LAYOUT (BLOCK ALL EDGES)
SECTION - INTERIOR SHEARWALL PERPENDICULAR TO TRUSS
SECTION ONLY APPLIES WHEN REFERENCED
NAIL EACH END OF BLOCKING TO
BOTTOM CHORDS WITH (3) 0.131"x 3Ya"
INSTALL 2x4 BLOCKING BETWEEN
TRUSS BOTTOM CHORDS @ 12"O.C.
BOTTOM CHORD OF TRUSS
NAIL EACH BLOCK TO DOUBLE PLATE WITH (3)
0.131"x 34" NAILS
DOUBLE PLATE
MINIMUM %s" RATED SHEATHING,
EXPOSURE I FASTEN AS NOTED
ON WALL LAYOUT (BLOCK ALL EDGES)
SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSS
THIS SECTION ONLY APPLIES WHEN REFERENCED
SILL PLATE (BELOW)
2x4 CORNER FRAMING FULL HEIGHT STUDS
MINIMUM OF (3) 2x4 BLOCKS 12" LONG NAILED
WITH (4) 0.131"x 34" NAILS TO EACH ADJACENT
STUD
ALTERNATE: INSTALL SOLID STUD IN THIS
SPACE
2x4 CORNER FRAMING FULL HEIGHT STUD
J-2) ROWS OF 0.131 "x 3)/4"
2x4 FRAMED WALL AILS @ 12"O.C.
J SECTION - TYPICAL FRAMING AT 90° CORNERS
SD -4
METAL CONNECTOR REQUIRED
(SEE CONNECTION SCHEDULE)
DOUBLE PLATE
2x SPF #2 STUDS @ 16"O.C.
THREADED ROD ASSEMBLY OR
QUICK -TIE AT NOTED SPACING
2x TREATED SYP #2
SILL PLATE
UPLIFT (ROOF) - RODS OR QUICK -TIE
METAL CONNECTOR
NOT REQUIRED
DOUBLE PLATE
2x SPF #2 STUDS @ 16"O.C.
CONCRETE 10d CUT NAIL
@ 24"O.C. OR a'x 3;" TAPCON
SCREW @ 32"0 C.
2x TREATED SYP #2
aSILL PLATE
FLOOR LOAD ONLY OR
ROOF WITH UPLIFT RELEASED
ULSBERG
ENGINEERING, INC.
11481 OLD ST. AUGUSTINE RD., SUITE # 202
JACKSONVILLE, FL. 32258
P: 904.886.2401 F: 904.260.4367
I FLORIDA C.A. NUMBER( 25846 1
Lt 9� L
t s ■ L
n_ n....uaseed�
METAL CONNECTOR
METAL CONNECTOR OR (AS NOTED)
BLOCKING REQUIRED
(AS NOTED) SIMPSON SDWC 15600 SCREW o
@ 32"O.C. - U.O.N.
tSIMPSON
DOUBLE PLATE DOUBLE PLATE
2x SPF #2 STUDS @ 16"O.C.
E.E
SHEATHING (AS NOTED) SDWC 15450 SCREW
2x SPF #2 STUDS @ 16"O.C. @ 32"O.C. U.O.N. z
ANCHOR BOLTS AT NOTED 2x TREATED SYP #2
SPACING (48" O.C. MAXIMUM) SILL PLATE
2x TREATED SYP #2ANCHOR BOLTS AT NOTED
SILL PLATE(Z--SPACING (32" O.C. MAXIMUM) -
a as
SHEARWALL UPLIFT (ROOF) - SCREWS —
- SECTION - INTERIOR WALL CONDITIONS (BEARING AND/OR SHEARWALL)
50791
BUCKY DAVIS
PROJECT:
28 PARADISE PRESERVE
JOB NUMBER: COUNTY:
17-1467 ouv,
SCALE:
)/8" = 1'-0" (U.O.N.)
DO NOT SCALE THIS DRAWING
RELEASE DATE:
10-24-17
DRAWN BY: BTC
CHECKED BY: FSS
TITLE:
FRAMING DETAILS
SHEET 2 of 3
SHEET:
SD -4
(TYPICAL DOUBLE PLATE SPLICE)
JOINT IN LOWER PLATE 48" MINIMUM SPLICE LENGTH JOINT IN UPP
MINIMUM NAILING OF
R PLATE
TYPICAL HEADER TO KING STUD CONNECTION (SEE TABLE)
NAIL EACH PLY OF KING AND JACK STUDS TOGETHER (
(2) 2x_ SYP #2 DOUBLE
PLATE WITH.) NAIL
PLATES WITH 0.131"x 3"
UL SB ERG
L (16) 0.131"x 3" NAILS IN THIS ZONE. THREADED ROD
ASSEMBLY CENTERED
WITH 0.131"x 3Ya" NAILS @ 6"O.C. STAGGERED TYPICAL STUD TO
(TYPICAL) I I
NAILS @ 8"O.C.
STUD TO PLATE NAILING.1
ENGINEERING, INC.
ON SPLICE IN
r
LATE OR THREADED ROD
DOUBLE PLATE
STAGGERED
m 11481 OLD ST. AUGUSTINE RD., SUITE # 202
8" MAX.
6" MAX. ASSEMBLY WI
r JOINT.
HIN 12" ON EACH SIDE OF
6" MAX.
JACK STUD AND KING CONNECTION I
STUD REQUIREMENTS
TYPICAL FRAMING
STUD SIZE END NAIL TOENAIL
JACKSONVILLE, FL. 32258
P: 904 886.2401 F: 904.260.4367
( SEE WALL LAYOUT I I
AT CHANGE IN
2x4
it L
PLATE HEIGHT
MSTA36 STRAP
(2) (3)
2x6 (3) (4)
www.HulsbergEngineedng.com
25846
o
CENTERED ON
CHANGE IN
pER:
Ulm
pay• °'�; V'is
2x8 (4) (5)
N
„
THREADED ROD ASSEMBLY WITHIN
PLATE HEIGHT
°°°°• O-
C
6" OF SPLICE IN LOWER PLATE
ALTERNATE: IF ROD IS GREATER
I I
2x4 BLOCKING BETWEEN
5 6
2x10 O O
_ •°° , /
= • ►
•
• , ('� %!
• ��j ° ,�
THAN 6" FROM SPLICE -ADD
NAIL EACH PLATE TO JACK STUD
STUDS TOENAIL
OR ENDNAIL EACH END
* x
ALL NAILS NOTED ARE 0.131"x 3Ya" »
d . `` i
Ii
SSP AT SPLICE.
WITH (3) 0.131"x 3Ya" NAILS- TOENAIL
OR ENDNAIL(TYPICAL)
TOADJACENT
y
Er
�` r
` Wa
II
STUD WITH (3) 0.131"x 34'$
tP�f.
- tJ ;• <1J 4
NAILS
••
2x_SPF#2STUDS
@ 16"O.C. (U.O.N.)t`7�Cc
HEADER TO KING NAILING
'•.,F,�• �.•• a'
C
(SEE WALL LAYOUT)
2x6 (3) NAILS PER PLYhhc
0 OPENING
2x8 (4) NAILS PER PLY
4S.
F; FL PE IM50 9N, PE
1IR�DOWH)ERE
WIDTH EXCEED
a COMMENTS:
THREADED ROD2x10 (5) NAILS PER PLY
ASSEMBLY AT
i
NOTED SPACING
2x12 (6) NAILS PER PLY
0
JOINT IN SILL PLATE
1
2x_ TREATED
9Y" OR 9 4"
m
Hill
SYP SILL PLATE
LVL (5) NAILS PER PLYLi
o
II I
u I
II II II II
u II II I I
It
11 11
11 11
��
11 II 1! 1 11 iL it
11
u u n
I I I I H 11 I I I I II
� 11 u � � � �
I
7 'x
11 /a"OR11a
LVL (6) NAILS PER PLY
8
^'
E
THREADED ROD ASSEMBLY 4" MIN.;
ANCHOR
AS REQUIRED TYPICAL STUD TO SILL PLATE
(BEYOND)
12" MAX.
(SEE
DETAIL "C" ON SHEET SD -3) CONNECTION
14" LVL (7) NAILS PER PLY
Sc
BUILT-UP CORNER POST
ANCHOR COUPLED TO
"C"
THREADED ROD BUILT-UP POST (WHEN NOTED ON WALL LAYOUT)
16" LVL (8) NAILS PER PLY
s
(SEE DETAIL ON SHEET
SD -3) NAIL EACH PLY WITH 0.131"x 34'
L DETAIL - TYPICAL WALL FRAMING CONDITIONS
NAILS @ IT-O.C. STAGGERED
'a
3
SD -5
12" MAX.
ig
INSTALL MSTA24 STRAP
INSTALL DSP CLIP 32"O.C.Ti—
LOOPED OVER DOUBLE
W
MAXIMUM SPACING (U.O.N.)
PLATE. NAIL TO CRIPPLE ON
EACH SIDE WITH (6)
m CLIENT:
.131" x 1 %z" NAILS.
m BUCKY DAVIS
DOUBLE PLATE
JACKS AND KING STUDS
STRAP CRIPPLE
m PROJECT:
a 28 PARADISE PRESERVE
(ASNOTED)
HEADER (AS NOTED)
TO HEADER WITH
2x_ BLOCKING (TYPICAL)
W
JOB NUMBER:
LINTY:
C UNTY
11
3)0.131"x 3Ya" TOENAILS AT EACH END
___ --- ___ __ —__= -- ---
------- — -- — —
- 1467
nuVAL
t; SCALE:
AIL EACH SILL PLY TO KING STUD
THREADED
ROD ASSEMBLY
--n---n— — Ti— — ri — -- --n---71
--Ti— —Ti— —TI---
THREADED
E Y° = 1' 0" (U.O.N.)
WITH (3) 0.131"x 3%a" NAILS -TOENAIL
I I I I I I I I I I I I � I I I I I
I I I I I I I
ROD ASSEMBLY
�
o DO NOT SCALE THIS DRAWING
�,
OR ENDNAIL (TYPICAL)
NOTE:
NOTE:
RELEASE DATE:
BEVEL BLOCKING AS REQUIRED FOR MINI
UM 1
THREADED ROD ASSEMBLY
THREADED ROD ASSEMBLY
10-24-17
a REVISIONS:
Y2" NAIL PENETRATION INTO MAIN FRAMIN
NOT REQUIRED AT GARAGE
r!
NOT REQUIRED AT GARAGE
MEMBERS. (TYPICAL)
DOOR OPENINGS (U.O.N.)
1
DOOR OPENINGS (U.O.N.)
(2) 2x_ SILL
iu!;;
��
11
= DRAWN BY:
BTC
SHEATHING MAY CANTILEVER UP TO 2"
ANCHOR AS REQUIRED
CHECKED BY:
MAXIMUM PAST SUPPORTS. ALL WINDOW
ANCHOR AS REQUIRED
FSS
ATTACHMENTS MUST BE ANCHORED INTC
2x_
FLUSH HEADER CONDITION DROPPED HEADER CONDITION
= TITLE.
MEMBERS.
FRAMING DETAILS
M DETAIL
- TYPICAL ARCH TOP OPENING
DETAIL DOUBLE PLATE STRAPPING OVER WIDE OPENINGS14
SHEET 3 of 3
N
-
SD -5
SD -5 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED
SHEET:
r SD
0 -5
F.
END VERTICAL BRACING REQUIREMENTS
BRITTLE FINISH FLEX BLE FINISH
BRACING 16"0,C. 24"O.C. 16"O.C.P204"50.0NONE REQUIRED 0" TO 53" 0" TO 47" 0" TO 67"
2x4 L -BRACE
54" TO 114"
48" TO 99"
68" T0145"
60" TO 126"
2x6 L -BRACE
115" T0182"
100" TO 158"
146" TO 232'
127" TO 201"
NOTE:
BOTTOM CHORD OF GABLE END TRUSS
FINISHES ARE STUCCO OR ADHERE
VENEER
ES ARE WOOD SIDING, HAR
I PANEL,
ETC. RATED
OOF SHEATHING
2xL-
RACE NAILED TO
JhXBRITTLE
VERTIC
L WEB WITH
LOOKOUT
0.131"x
" NAILS @ 6"O.C.
ROOF SHEATHING (AS NOTE[
—2x6 BRACE SPACED @ 48"O.C.
VERTI
L WEB IN GABLE
TOP CHORD OF GABLE END
END T
USS
ADD 2x4 T -BRACE NAILED @ 6"O.C.
9x L
OKOUTS AT 48"O.C.
III I �I I �I I u,1III �1611OR24'EOC�'��ll
A DETAIL - TYPICAL VERTICAL BRACING AT GABLE END
SD -6
2x4 SYP BLOCKING BETWEEN
LOOKOUTS
EXTERIOR SHEATHING SHALL
BE NAILED TO BOTTOM CHORD
OF TRUSS WITH
0.131"x 21/2" NAILS @ 6"O.C.
(U.O.N. ON WALL LAYOUT)
H2.5A AT EACH LO(
--2x4 LOOKOUTS @ 2
OVERHANG
--ROOF SHEATHING
BALLOON FRAMED
l (AS NOTED)
/—SINGLE PLATE NAII
BOTTOM CHORDW
NAILS @ 6-O.C.
SHEATHING
ROOF TRUSS (BY OTHERS) WITH
BRACE (IF REQUIRED)
I I TO REPLACE (1) ROW OF LATERAL BRACING
I I INSTALL 2x4 No.2 SYP T -BRACE NAILED TO
EACH PLY OF TRUSS WEB AT 6"O.C. WITH
0.131" x 3" NAILS TO REPLACE (2) ROWS OF
I I LATERALBRACING INSTALL 2x6 No.2 SYP
I I T- BRACE NAILED TO EACH PLY OF TRUSS
_ WEB WITH 0.131"x 3" NAILS @ 6"O.C.
-- --- lig -----------
NOTE: - ---NOTE:
T -BRACING TO BE USED WHEN CONTINUOUS
LATERAL BRACING IS IMPRACTICAL.
B SECTION - TYPICAL T -BRACE
SD -6
UT NAIL BRACE TO BLOCKING WITH (5) 0.131"x 34" NAILS
.C. FOR 2x6 BLOCKING BETWEEN TRUSSES WITH ZZ
NOTED) (3) 0.131"x 3Ya" NAILS EACH END
PROOF SHEATHING (AS NOTED) /
iTUDS
TO TRUSS
'H 0.131" x 3
D DETAIL -BALLOON FRAMED GABLE END LOW CEILING VAULT)
sD-6 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN X OF EXTERIOR ROOF PITCH
H2.5A AT EACH LOC KOUT
2x4 LOOKOUTS @ 4 KO.C. FOR
OVERHANG
ROOF SHEATHINGS NOTED)
2x4 SYP BLOCKING BETWEEN
LOOKOUTS
BALLOON FRAMED STUDS
(AS NOTED)
DOUBLE PLATE
INTERIOR VAULT
EXTERIOR SHEATF ING SHALL BE
NAILED TO UPPER PLY OF
DOUBLE PLATE W TH
0.131"x 2Y2" NAILS 6"O.C.
— — — - (U.O.N. ON WALL L OUT)
E DETAIL - BALLOON FRAMED GABLE END HIGH CEILING VAU T
SD -6 INTERIOR CEILING PITCH EXCEEDS Y2 OF EXTERIOR ROOF PITCH
3BC CLIP- (2) REQUIRED AT EACH BRACE
FOENAIL BOTTOM CHORD OF
FRUSS TO DOUBLE PLATE WITH
).131"x 3Y" NAILS @ 8"O.C.
2x4 DRYWALL BACKING INSTALLED
CONTINUOUSLY BETWEEN BRACES
F SECTION -GABLE END DIAGONAL BRACING
sD-6 THREADED ROD NOT SHOWN FOR CLARITY
LAST TRUSS IN ROW REQUIRING BRACING T TT �DD ���
NAIL DIAGONAL BRACE TO BLOCKING WITH (3) NAILS lJ L
2x4 BLOCKING - TOENAIL OR ENDNAIL 6 HENGINEERING, INC.
EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING - 11481 OLD ST. AUGUSTINE RD., SUITE # 202
(3) NAILS NAIL DIAGONAL BRACE TO INTERMEDIATE _ 2258
JACKSONVILLE, FL:
P: 904.886.2401 F: 904.260.4360.43
67
WEBS WITH (2) NAILS le www.HulsberaEnaineedna.com
2x4 SPF No.2 DIAGONAL BRACE
I
(TYPICAL AT EACH END OF
CONTINUOUS LATERAL BRACING)
j
NAIL DIAGONAL BRACE TO TRUSS
WEB WITH (3) NAILS'
1 CONTINUOUS LATERAL BRACE (QUANTITY
AND LOCATION DEFINED BY TRUSS SHOP
`> DRAWING.)
NAIL CONTINUOUS LATERAL BRACE TO
EACH TRUSS WEB WITH (2) NAILS R
ROOF TRUSSES (BY OTHERS)
NOTES: _
(3) TRUSSES I IMUM 1) CONTINUOUS LATERAL BRACES SHALL BE 2x4
FOR CONTINU S LATERAL B CE No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.) o
I 2) ALL NAILS SHOWN SHALL BE 0.131"x 3" NAILS
(U.O.N.)
c DETAIL - TYPICAL LATERAL TRUSS BRACING
SD -6
/(3)) 0.131"x3/4" TOENAILS
At EACH LOOKOUT TO
NUT & 3"x 3"xYa" WASHER
TOP CHORD OF TRUSS.
(SEE THREADED ROD ASSEMBLY DETAILS.)
2x4 BLOCKING
12" LONG 2x_ SCAB MATCH BOTTOM CHORD) WITH Y2"
NAILS
REQUIRED BETWEEN
SPACERS - NA1� 0.131"x 3"
LOOKOUTS
BOTTOM CHORD OF GABLE END TRUSS
2x BARGE RAFTER
THREADED ROD ASSEMBLY
SCIA (BY OTHERS)
72x4
SECTION A A 2x4 LOOKOUTS @ 48"O.C.
LOOKOUTS @ 48"O.C•
FOR OVERHANG
H3 CLIP OR EQUAL AT EACH
H3 OR EQUAL AT
LOOKOUT
EACH LOOKOUT
GABLE END TRUSS (DROP GABLE)
ROOF SHEATHING (AS NOTE[
—2x6 BRACE SPACED @ 48"O.C.
UNLESS OTHERWISE NOTED
TOP CHORD OF GABLE END
ON ROOF LAYOUT.
TRUSS
ADD 2x4 T -BRACE NAILED @ 6"O.C.
VERTICAL WEB OF GABLE EI`
WITH 0.131"x 2Y2`' NAILS IF BRACE
TRUSS
LENGTH EXCEEDS 9'-0".
NUT & 3"x 3"xYa" WASHER
A
LTP4, OR SDWC 15600
12" LONG SCAB
_-)—LSTA12,
� @ 48"O.C.
(MATCH BOTTOM CHORD)
WITH Y2" SPACERS
SEE DETAIL "G" ON SD -6
WHERE THREADED RODS
ARE SPECIFIED.
BOTTOM CHORD OF GABLE
END TRUSS
GYPSUM BOARD CEILING
(2) 2x_ DOUBLE PLATE
THREADED ROD ASSEMBLY
NOTE:
ALL MEMBERS SHALL BE #2 SYP.
2x—STUDS
G SECTION -PLATFORM FRAMED GABLE END
SD -6
� �•gt.mmg_� $s �i�.o
• ' Sc
• m
�+ m ui
._.NL�Bn8lfflpS��1, PE
FL PE No. 50791
BUCKY DAVIS
28 PARADISE PRESERVE
�IJOB NUMBER: ICOUNTY: ....... I
W
- y" =1'-0" (U.O.N.)
DO NOT SCALE THIS DRAWING
RELEASE DATE:
10-24-17
DRAWN BY: BTC
CHECKED BY: FSS
TITLE:
TRUSS BRACING AND
GABLE DETAILS
SD -6
r.
NOTE: INSTALL SSP or SPH_ CLIPS AT 32"O.C, AT UL SBERG
ATTACH DOUBLE PLATE TO STUD PER _ DOUBLE PLATE
DETAIL "G" ON SD -7 ENGINEERING; INC.
1H
ALTERNATE: MSTA24 STRAP LOOPED OVER - 11481 OLD ST. AUGUSTINE RD., SUITE # 202
UPPER LEVEL STUD EXTERIOR BEAM (AS NOTED) DOUBLE PLATE NAILED WITH (6)10d x 1 Y" NAILS JACKSONVILLE, FL. 32258
INTO EACH SIDE OF STUD P: 904.886, F: 904.260.4367
C1
S 6-STRAPCUT TO LENGTH FROM UPPER DOUBLE PLAT � Com
UPPER STRAP(CUT E UPPER LEVEL STUD
STUD TO BEAM BELOW @ 32"O.C. (U.O.N.). F
NAIL INTO UPPER STUD WITH (11)10d AND NAIL NOTCH BEAM AS REQUIRED TO CS16 STRAP (CUT TO LENGTH) FROM UPPER sss>r .y
1 INTO BEAM WITH (11)10d NAILS. FIT BENEATH DOUBLE PLATE _ STUD TO HEADER BELOW @ 32"O.C. (U.O.N.).
NAIL INTO UPPER STUD WITH (11) 10d AND NAIL V e
BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE
BEAM BEARS ON 2 1 INTO HEADER WITH (11)10d NAILS. Li ; gyp- F
O 2xJACKS _
BEGIN NAILING 1" MINIMUM BELOW TOP OF (TYPICAL - U.O.N.) BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATE;
BEAM / _
CONDITION: NAILING NOT REQUIRED BETWEEN UPPER SILL � � o� : L _
BEAM (AS NOTED) (NOTCHED BEAM) PLATE AND LOWER DOUBLE PLATE. 0s
FLOOR SYSTEM (AS NOTED)
Ai�y,�Q°"
DETAIL - UPPER LEVEL STUD OVER BEAM - ,S 10 A,a
= BEGIN NAILING V MINIMUM BELOW DOUBLE a
SD -7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED L PLATE 24-17
-� 1 FLOYD S. SIMPSON, PE
NAIL SHEATHING TO DOUBLE PLATE WITH DOUBLE PLATE FL PE No. 50791
MONOLITHIC FOUNDATION •EXTERIOR (2) ROWS OF 0.131"x MYNAILS @6"O.C. COMMENTS:
%" x 6" TITEN HD SCREW ANCHOR AS NOTED
LOWER LEVEL HEADER
NAIL SHEATHING ALONG BOTTOM OF HEADER @ 3"O.C. )
(
or a" x 6" SCREW ANCHOR BY HURRI-BOLT, INC. INSTALL DSP CLIPS @ 24" O.C. OR
or %" THREADED ROD SET 4Y" INTO ADHESIVE SPH_ @ 32"O.C.
EXTERIOR BEAM (AS NOTED) G DETAIL - CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW E
STEMWALL FOUNDATION -EXTERIOR
DOUBLE PLATE SD -7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED
X" THREADED ROD SET 7" INTO ADHESIVE
BEAM INSTALLED BENEATH DOUBLE PLATE E
INTERIOR APPLICATIONS BEAM BEARS ON (2) 2X_ JACKS
IF EDGE DISTANCE EXCEEDS 5" -
USE MONOLITHIC CONDITION
(TYPICAL - U.O.N.)
Metal connector Fastening Schedule
77
Sim n ID
CONDITION: 2
MITEK7USP ID FL #
Fasteners
Anchor a(U.O.N.)
(DROPPED BEAM)
10446.1
DETAIL - TYPICAL DTT2-Z INSTALLATION
E
SD -7
DETAIL - EXTERIOR BEAM TO WALL CONNECTION
Na
SD -7 (USP DTB-TZ SIMILAR)
MONOLITHIC FOUNDATION - EXTERIOR
PA1144'- TZ
17239.13
(12) 0.162 x 234" or (12) 0.162" x 3%"
YY x 12" TITEN HD SCREW ANCHOR
ABU66 - Z
10850.4
PAU66 - TZ
or e" THREADED ROD SET 7" INTO ADHESIVE
(12) 0.162" x 234" or (12) 0.162" x 9+/"
ALTERNATE ANCHOR:
CSt6
10852.2
-
YY x 6" TITEN HD
(11) 0.148" x Win each end - (22) total
STEMWALL FOUNDATION - EXTERIOR
DSP
EXTERIOR BEAM (MECHANICALLY GALVANIZED)
RSPTB2
s" THREADED ROD SET 12" INTO ADHESIVE
(8)0,148°x IA - into studs
(AS NOTED) WITH 2" xYe" WASHER
H6 CLIP FROM
(6) 0.148" x 1'/:" into double plate
INTERIOR APPLICATIONS-
OTt2Z
POST TO BEAM
DT1 1
IF EDGE DISTANCE EXCEEDS 5" USE
(8) +/<" x 1+h" SDS
LAP BEAM PLIES AND
GBC
Y" x 12" TITEN HD SCREW ANCHOR
HC520
NAIL AS SHOWN - (5)
(5) 0.131"x 1'h" into gable brace
or s" x 8" TITEN HD SCREW ANCHOR
0.131"x 34" NAILS PER PLY
ors" THREADED ROD SET 6" INTO ADHESIVE
--
H2.5A
DETAIL - TYPICAL HTT5 INSTALLATION
Na. use RT7
PT POST (AS NOTED)
H6 CLIP FROM POST
TO BEAM
(5) 0.131" x 21/:" in each end - (10) total
SD -7 (USP PHD5 SIMILAR)
H2.5r
16446.8
PT POST (AS NOTED)
EXTERIOR BEAM ABU POST BASE
17236.11
(5) 0.131" x 1Yx" in each end�(10)otal
MONOLITHIC FOUNDATION • EXTERIOR
H3
(AS NOTED)
(AS NOTED)4'.0
RT3A
"THREADED ROD SET 15"INTO ADHESIVE
(4) 0.131"x 211K" in each end tal
THREADED
H6
10456.3
PLAN
IEW AT TOP OF POSTs" ROD
(8)0.131" x 2'l" in each end otal Na
STEMWALL FOUNDATION • EXTERIOR
10446.8
WITH NUT SET IN
17238.11
%" THREADED ROD SET 15" INTO ADHESIVE
HDO8
ADHESIVE
(7" EMBEDMENT)
Na: use UPH08 17219.6
INTERIOR APPLICATIONS-
7/8" w/ 15" embed (SETepoxy only)
a 9
°
10441.4
IF EDGE DISTANCE EXCEEDS 5" USE
17219.4
(14) +/V x 234" _S DS
518" w/ 7" embed (mono)8 12" embed (stem)
XV THREADED ROD SET 8" INTO ADHESIVE
10441.4
° a
17219.4
(20) Y." x 3"SDS
/Ar w/ 15" embed (SETepoxy only)
\ o u71l
14473.3
HTA16
17680.4
SIDE VIEW AT BASE OF POST
4" embed
DETAIL - TYPICAL HDU8 INSTALLATION
F
SD -7
DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST
(10) 0.148!'x 3" in each end - (20) total
SD -7 (USP PHD6 SIMILAR)
3
a
CLIENT:
BUCKY DAVIS
M, PROJECT:
28 PARADISE PRESERVE
0
t JOB NUMBER:17-14
COUNTY:
SCALE:
" =1'-0" (U.O.N.)
8 DO NOT SCALE THIS DRAWING
RELEASE DATE:
10-24-17
REVISIONS:
DRAWN BY: BTC
CHECKED BY: FSS
TITLE:
METAL CONNECTOR
DETAILS
SHEET:
Metal connector Fastening Schedule
Sim n ID
FL #
MITEK7USP ID FL #
Fasteners
Anchor a(U.O.N.)
AM
10446.1
MPA1
17244.23
(12)0.131'x 134'
Na
ABU44 - Z
10660.4
PA1144'- TZ
17239.13
(12) 0.162 x 234" or (12) 0.162" x 3%"
519'W T embed
ABU66 - Z
10850.4
PAU66 - TZ
17239.13
(12) 0.162" x 234" or (12) 0.162" x 9+/"
5/8" w/ 7" embed
CSt6
10852.2
RS150
17244.27
(11) 0.148" x Win each end - (22) total
Na
DSP
10456.1'
RSPTB2
17244.29
(8)0,148°x IA - into studs
Na
(6) 0.148" x 1'/:" into double plate
OTt2Z
10441.1
DT1 1
17219.1
(8) +/<" x 1+h" SDS
'h" w14+/z° embed (mono) 8 7" embed (scam)
GBC
10861.3.
HC520
NIA
(5) 0.131"x 1'h" into gable brace
Na
(7) 0.131"x 21/V into double plate
H2.5A
10456:3
Na. use RT7
17236.11
(5) 0.131" x 21/:" in each end - (10) total
Na
H2.5r
16446.8
Na: use R77
17236.11
(5) 0.131" x 1Yx" in each end�(10)otal
Na
H3
10456.3
RT3A
17236.11
(4) 0.131"x 211K" in each end tal
Ne
H6
10456.3
LFTA6
17244.17
(8)0.131" x 2'l" in each end otal Na
HB
10446.8
RTBA
17238.11
(5) 0.148°x 1Y"in each and otal Na
HDO8
10441.3
Na: use UPH08 17219.6
(20) +/.° x 3" SDS
7/8" w/ 15" embed (SETepoxy only)
HDU5
10441.4
PH05
17219.4
(14) +/V x 234" _S DS
518" w/ 7" embed (mono)8 12" embed (stem)
HDU8
10441.4
PP59
17219.4
(20) Y." x 3"SDS
/Ar w/ 15" embed (SETepoxy only)
META16
14473.3
HTA16
17680.4
(10) 0.148'x 1Yi"
4" embed
HTS20/24l30 10456.6
H IW2a24/30
17244:8
(10) 0.148!'x 3" in each end - (20) total
Na
HTSM16/20
11473.12
H IwM18/20
6223.2
(8) 0.148"x 3" into wood
rite
(4)'/r x 21�" Tnen into CMU
(4) Y." x 1 %." T1en into concrete
HTT4
11496.6
HTT4
17324.2
(18) 0.162" x 2Y"
519'w/ 7" embed _(mono) & 12" embed (stem)
HTT5
11496.6
HTT5
17324.2
(26) 0.162" x 21V
5/8" w! 7' embed (mono) 8 42" embed (stem)
LTP4
10446.13
MP4F
17244.24
(12)0.131"x 1+r4"
Na
LSTA18
108.52.6
LSTA18
17244.18
(7) 0.148"x 3" in each end - (14) total
Na
LTS 12
10456.7
LTW 12
17244.8
(6) 0.148"x 3" in each end - (12) total
Na
MSTA24
10852.9
MSTA24
17244.18
(9) 0.148" x T in each end - (18) total
Na
MSTAM24
11473.11
MSTAM24
17325.1
(9) 0.148" x 3" into wood
Na
(5)'/-"x 2Y." Tten !rte CMU
(5) %"x 1'/." Titen into concrete
MSTA30
10852.9
MSTA30
17244.18
01) 0.148" x 3" in each and - (22) total
Na
MSTA36
10852.9
MSTA36
17244.18
(13) 0.149'x 3" in each end - (26) total
Na
MSTAM36
11473.11
MSTAM36
17325.1
(13) 0.148 x 3" into wood
rya
(8)1/" x 2H" Tten into CMU
(8) Y4" x 1'/4" Titen into concrete
MTS12/20
10456.8
MTW 12120
17244.8
(7) 0.148" x 3" in each erxf - (14) total
Na
MTSM16n20
11473:12
HTVYM1620
6223.2
(710.148 x3 iMawood
Na
(4)1/," x 2Y." Tten into CMU
(4) Y." x 1'/." Titen into concrete
PA51
13326.4
TA51
N/A
(14) 0.162" x 2'r4" or (14) 0.162" x 3+/:"
4" embed
SPH416
10456:12 SPTH4/6
17244.32
(12)0.146 x 1%"
Na
SSP
10446.1
RSPT6
17244.29
(4) 0.148"x 1+/:" into studs
Na
(3)0.148"x 1%' into double plate
STHD14
13326.7
STA014
17230.3
(30) 0.148" _x3 Y."
14" embed
Notes:
1.) All connectors manufactured by Simpson Strong -Tie or MITEK/USP (U.O.N.)
2.) Mono - monolithic concrete; stem - masonrystomwail or bond beam
3.) Anchorage refers to threaded anchors with noted diameters and embedment depths
3
a
CLIENT:
BUCKY DAVIS
M, PROJECT:
28 PARADISE PRESERVE
0
t JOB NUMBER:17-14
COUNTY:
SCALE:
" =1'-0" (U.O.N.)
8 DO NOT SCALE THIS DRAWING
RELEASE DATE:
10-24-17
REVISIONS:
DRAWN BY: BTC
CHECKED BY: FSS
TITLE:
METAL CONNECTOR
DETAILS
SHEET: