720 PARADISE LN - STRUCTURAL DRAWINGS F_.
DESIGN SPECIFICATIONS: GENERAL NOTES:
8. All concrete slabs on grade shall be the thickness as indicated on the drawings over ULSBERG
Project has been designed in accordance with the 5th Edition(2014)Florida Buildin( 1. The scope of these plans is limited to the structural requirements of this project. minimum 6 mil.polyethylene(visqueen)vapor barrier.Slabs shall be reinforced with
Code,Residential,and the Florida Building Code,Existing Building(as applicable). Architectural,civil(site),electrical, mechanical(plumbing and HVAC),waterproofing, 6x6 W11.41.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, HENGINEERM, M.
and flashing requirements are not addressed in these plans. or fibermesh reinforcement shall be used with a minimum fiber length of 4"to 2" 11481 OLD ST.AUGUSTINE RD.,SUITE#202
DESIGN CRITERIA: complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per JACKSONVILLE,FL.32258
2. It is the intent of the Engineer of Record(Engineer)that this work be performed in P:904.886.2401 F:904.260.4367
cubic yard in accordance with manufacturer's recommendations. L5
Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type jhulseng@bellsouth.net
Basic Wind Speed: 130 mph of construction and occupancy.
FLORIDA C.A.NUMBER:25846
9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and E
Building Risk Category: 11 other deleterious material.Structural fill shall be compacted to a density of at least
.o
Wind Exposure: C(Enclosed Structure) 3. The contractor is responsible for the means and methods of construction. It is the 1.
95%of the Modified Proctor Maximum Dry Density(ASTM D1 557).Termite protection
Building Classification: Residential contractor's sole responsibility to determine the procedure,sequence,and temporary
shall be provided in accordance with applicable code requirements. If soil treatment
Building Type: Type V Construction bracing as to insure the safety of the building and its component parts during
is used,the treatment shall be done after all excavation,backfilling,and compaction 0. lii��s GNI
Wind-Borne Debris: NOT located in the wind-borne debris region construction. is completed.
Unless otherwise noted,project site considerations shall be the responsibility of the 4. The contractor shall verify all conditions and dimensions at the job site prior to i0791
10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be
owner and/or contractor. Examples of such items include,but shall not be limited to commencing work.
compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density
0
determination of grade elevations,drainage features,and special requirements (ASTM D1 557)for a depth of at least two feet(2'-0")below the bottom of the footing. Z
associated with FEMA flood hazard and/or DEP zones. 5. The contractor shall supply,locate,and build into the work all inserts,anchors,angles, sirATEDF 4z I
plates,openings,sleeves, hangers,slab depressions,or other compoilents as may be
11. The following minimum concrete cover shall be provided for reinforcement:
% 4F
DESIGN DEAD LOADS: required to attach and accommodate other work. 3" Concrete cast against and permanently exposed to earth % AN
2" Concrete exposed to earth or weather
Floors: 6. All details and sections shown on the structural drawings are intended to be typical
The design floor dead load of 12 psf assumes a floor system utilizing wood decking or and shall be construed to apply to any similar situation elsewhere in the work except 1 %2"Concrete not exposed to earth or weather
wood subflooring over wood truss,wood I-joist,or solid sawn lumber framing. The fl:)or where indicated otherwise.
12. All continuous reinforcing steel in concrete shall be lap-spliced with the following
covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer shall be
minimum lengths:
notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural details and sections. The contractor
#4 bars: 21"minimum
shall contact the Engineer for clarification in cases of conflict between the structural Z
#5 bars: 26"minimum 4 T a Z
Roofs: drawings and any drawings prepared by others prior to commencing work. man
#6 bars: 32"minimum J 0
Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss)
Concrete or Clay Tile: 15 psf 8. lt is the owner's and/or contractor's responsibility to obtain a soils exploration report. 13. Reinforcement in footings shall be bent around corners or corner bars shall be used.
Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable soil bearing capacity of
OWL
2000 psf. The Engineer shall be notified if soil conditions encountered differ from the 14. The contractor shall provide spacers,chairs,bolsters,etc.,necessary to support
DESIGN LIVE LOADS: noted assumptions. All requirements for site preparation and soil compaction
reinforcing steel.Support items which bear on exposed concrete surfaces shall have ic
specified in the soils report shall be followed unless more stringent requirements are
Floors: specified in these plans. ends which are plastic tipped or stainless steel. Z
0
Exterior Balconies: 40 psf MASONRY: 0
Exterior Decks: 40 psf CONCRETE: FILE C )PY
Stairs: 40 psf(or 300 lb point load)
General: 0
Garages: 50 psf(or 2000 lb point load) 1. All concrete work shall be in accordance with"Building Code Requirements for
9C
All Other Areas: 40 psf Structural Concrete,"ACI 318-11,and"Specification for Structural 'Concrete,"ACI 301 a
0
1. All masonry work shall be in accordance with"Building Code Requirements for
IL
Masonry Structures,"ACI 530-11,and Specifications for Masonry Structures,"ACI
Attics: 2. All concrete shall have the following minimum compressive strength at 28 days: .0 Mill
530.1-11
Without Storage: 10 psf Slabs on grade,footings,and misc.concrete: fc=2500psi
With Limited Storage: 20 psf Structural slabs,walls,beams and columns: fc=3000psi C
With Storage: 30 psf(fixed stair access) Designated radon zones only-all concrete: fc=3000psi 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of
U1
2000 psi per ASTM C1 019.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. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used
Less than 4:12 slope: 20 psf
in brick veneer.
4:12 slope or greater: 16 psf 4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33)
CLIENT:
4. The contractor shall be responsible for the design and installation of all flashing. BUCKY DAVIS
DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts of oil,acids,alkalis,salts,organic
material or other substances that are deleterious to concrete or steel reinforcement. Concrete Masonry(CMU):
Walls: PROJECT:
Wind loads with plaster or stucco finish: L/360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the 38 PARADISE PRESERVE
1. Concrete masonry units(CMU)shall be ASTM C90-1 1 B,Hollow Load-Bearing
Wind loads with other brittle finishes: L/240 structural drawings.All reinforcing details shall conform to"Details and Detailing of
Concrete Masonry Units, normal weight,with a minimum compressive strength of (730 PARADISE LANE)
Wind loads with flexible finishes: L/120 or L/180* Concrete Reinforcement,"ACI 315,unless detailed otherwise on the structural
1900 psi(f m=1 500 psi). JOB NUMBER: COUNTY:
L/1 80 for exterior walls with interior gypsum board finish. drawings.
110591 DUVAL
Floors: SCALE:
7. Tolerances for foundation and slab alignment as well as placement of reinforcement Al.I continuous reinforcing steel in masonry shall be lap-spliced with the following =1'4'(IJI.O.N.)
Live Load: L/480* minimum lengths: Y811
Total Load: L/240* shall be in accordance with"Standard Tolerances for Concrete Construction and 0
#4 bars: 20"minimum DO NOT SCALE THIS DRAWING
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. #5 bars: 25"minimum RELEASE DATE:
#6 bars: 30"minimum 07-25-16
_F�_EVISIONS
Roofs:
Live Load: L/240 3. Grout all cells containing vertical reinforcement in 6-0"ma
Total Load: L/1 80 LX
4. Provide cleanouts per ACI 530.1-11 in th a DRAWN BY:
CMF
height exceeds 6-0".
CHECKED BY:
5. Beam reinforcement shall be continuous TITLE: FSS
GENERAL NOTES
SHEET 1 of 2
SHEET:
Ll S-1
_LJ
Clay Masonry(Brick): 13. Fasten plies of 1 %"wide engineered lumber as follows: WINDOW,DOOR AND SOFFIT PRESSURES:
1. Brick shall conform to ASTM C62,C216,or C652 for Building Brick,Facing Brick,and 2-ply beams with(3)rows of 0.131"x3%"nails @ 12"o.c. 1. All window,door and soffit assemblies shall be designed to withstand the design ULSBERG
3-ply beams with(3)rows of 0.131"x3 1/4"nails @ 8"o.c.(each side) ENGINEERING, INC.
Hollow Brick,respectively. Grade SW shall be used. 4-ply beams with(2)rows of Simpson 6%"long SDW screws @ 12"o.c. pressures indicated below and shall be installed in accordance with the manufacturer's H
requirements. 11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
2. Brick veneer shall be anchored with approved ties spaced no more than 16"o.c. STRUCTURAL STEEL:
P:904.886.2401 F:904.260.4367
vertical and 16"o.c.horizontal. Additional ties shall be provided around all wall
ihulseng@bellsouth.net
openings greater than 16"in either direction,and shall be spaced no more than 36" 1 Structural steel shall conform to AISC Specifications for Design and Fabrication and
FLORIDA C.A.NUM�ER:25846
O.c.and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions).
a.Welded Connections: AWS D1.1 .2
E S1
3. Strand wire veneer ties shall not be less in thickness than No.9 gage wire and shall b.Structural Steel plates: ASTM A36(Fy=36 ksi)or ASTM A572(FY=50 ksi) W.0
have a hook embedded in the mortar oint. Sheet metal ties shall not be less than No. c.Structural Steel W-shapes: ASTM A992(Fy=50 ksi) WIND PRESSURES ON WINDOWS DOORS &
0
*0 %
22 gage by 7/8"corrugated and fastened with 1 %"galvanized roofing nails. d.Structural Steel Angles and Channels: ASTM A572(Fy=50 ksi) 0
SOFFITS (psf)
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
tA0
4. Unless otherwise noted on the plans,a steel angle L4x4x1/4 shall be used for ASTM A53(Fy=35 ksi) AREA OF OPENING EDGE STRIP(5) INTERIOR ZONE (4)
supporting brick veneer over openings. This angle will not be required f)r arched
Pos Neg Pos Neg "01F CC S
'-0"then Z
windows where brick is self-supporting. If the length of the opening exceeds 6 2. All structural steel connections and fabrications shall comply with AISC specifications. Q
&
the steel angle shall be attached to the wood framing with Y8"x 3"lag screws @ 12"
0 to 20 sf 24.7 -33.0 24.7 -26.8 N
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. 23.6 �*t 0 11Z
20.1 to 50 sf 23.6 Is
-30.7 -25.7 INV
WOOD FRAMING: 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes 50.1 to 100 sf 22.2 -27.8 22.2 -24.2
shall not be used. 100.1 to 200 sf 20.9 -25.7 20.� -23.0
1 All wood framing has been designed in accordance with"National Desic n Specificatior 200.1 to 500 sf 19.9 -23.4 19.91 -21.9 COWE�NTS:
(NDS)for Wood Construction,"2012 edition. 5. Bolts shall be installed to the"snug-tight"condition-u.o.n. Soffit Design Pressure 1 24.71 -33.01 24.71 -26.8
Base Design Pressure 20.90 GCpi ±0.18
2. Southern Yellow Pine member design incorporates design values for all sizes and 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior
grades of visually graded Southern Yellow Pine dimension lumber per"Supplement to painting,steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning".
No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber,"published by
the Southern Pine Inspection Bureau(SPIB). 7. SSPC Paint 36(polyurethane)shall be applied as the final coat to all structural steel
surfaces exposed and visible to the exterior of the structure.
3. All wood members exposed to weather or in contact with masonry,concrete or soil
shall be treated with an appropriate preservative suitable for the exposure conditions. 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 HARDWARE AND ANCHORS:
hot-dipped galvanized nails meeting ASTM Al 53,Class C,or ASTM B6 95,Class 50. TYPICAL EDGE STRIP(5)
If borate treatment is used then galvanizing is not required. 1. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie, a=3.9'
United Steel Products(USP), or Engineer approved equal.
5. Prefabricated wood trusses shall comply with NDS and"National Design Standard for
TYPICAL INTERIOR ZONE(4)
Metal Plate Connected Wood Truss Construction(TPI 1-07)." 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM
F1 554,Grade 36.
6. All trusses shall be designed by the Truss Manufacturer's registered En ineer.
3. All metal connectors and hardware which are exposed to the exterior or in contact
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 load ASTM Al 53,Class C,or ASTM B695,Class 50.
capacity of the truss to truss connectors,and the manufacturer's licenSE to fabricate
FILE CCW
trusses utilizing the connector system proposed.The contractor shall ar prove 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.
Holes shall be cleaned of all debris and brushed out prior to installation of anchor
P CLIENT:
8. Jobsite handling and erection,including temporary bracing,during insta lation of adhesive.
trusses shall comply with TPI/WTCA BCSI 1. ... BUCKY DAVIS
1.1 J L 1.1 J
ROOF COVERING:
PROJECT:
9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened S
to their supporting walls or beams with metal connectors as noted in the Truss 1. The contractor shall be responsible for the design and installation of the roof covering 38 PARADISE PRESERVE
Connection Schedule. system.
(730 PARADISE LANE)
JOB NUMBER: COUNTY:
10. All gable ends shall be balloon framed or braced in accordance with the applicable 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the
.............................. . 16-0591 DUVAL
detail as shown in the structural drawings. manufacturer's requirements. SCALE:
'/" =1'4'(U.O.N.)
/8
11. Guardrails,handrails,and guard in-fill components(Balusters and Pane Fillers)shall 3. Clay and tile roofs shall be installed per the"Concrete and Clay Roof Tile Installation DO NOT SCALE THIS DRAWING
be provided by others. Manual,"and the manufacturer's requirements.
RELEASE DATE:
0 -25-16
7
12. Engineered lumber(LVL,Parallam or LSL)shall meet the following minimum material 4. Standing seam metal roofs shall comply with ASTM El 514 and be installed according
REVISIONS:
specifications: to the manufacturer's requirements.
LVL or Parallam LSL
E=2,000,000 psi E=1,550,000 psi 5. The contractor shall be responsible for the design and installation of all metal flashing 2 DRAWN BY:
Fb=2,600 psi Fb=2,325 psi and valley material. CMF
Fc=750 psi Fc=900 psi 9 A CHECKED BY:
Fv=285 psi Fv=31 0 psi FSS
TITLE:
GENERAL NOTES
SHEET 2 of 2
UJ
SHEET:
S-2
ULSBERG
391-011 HENGWEERM, fNC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
-Z-2"
91-611 17'-10"
JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
jhulseng@bellsouth.net
F0RIOA C.A.NUMBER:25846
E
—,24"x 24"x 12"PAD FOOTING 0
JiLF - - t
WITH(2)#5 EACH WAY(TYP.)
S;I 41�
SEE DETAIL"E"ON SD-1 11
oil** �? "It,
Q? Ao .� �p
I m 50791
c/)
16'61'GL DOOR RECESS
SjAl�
444
...... ..
............ . ...... ...
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.......................... ............ ............ ------------
..... .......
.........
...........
40
..........
7
co
E
..........
...........
791
0 4"CONCRETE SLAB WITH COIQIM`�NTS:
.2
6x6 W1.41.4 WWF OR
FIBERMESH OVER 6 MIL
40 O^B co
VAPOR BARRIER COVERING
SD-1 CLEAN AND COMPACTED FILL
B
SD-1
1 l'-6" 3141 21-61' 31-3" 181-10"
—1 F r.104
;o 04
C',
co 9
9
..............
...........
191- 111
FILE COPY
SD-2
m
C14
CLIENT:
0 BUCKY DAVIS
D
SI IECIAL EMB DDED STRAPS C�
\�SD-l)
................ c)
REOUIRED AT"JARROW WALLS"
PROJECT:
SEE DETAIL'
-P-- A'ION SHEET SD-8 38 PARADISE PRESERVE
NJE: &.4
..... .............
............. .............
CJ SUGGESTED CONTROL JOINT
CONTINUOUS FOOTING ACROSS 19 (730 PARADISE LANE)
I JOB NUMBER: Y:
3ARAGE D+R OPENING LOCATIONS(SEE DETAIL"T"ON SD-2)
16-0591 DUVAL
SCALE:
DENOTES TWO STORY y8" =V-0"(U.O.N.)
...........
C�l
16-0" -6" 121-211 . ....... FOOTING CONDITION DO NOT SCALE THIS DRAWING
00
V-2"
< 11-2" C? RELEASE DATE:
1 1-0"
07-25-16
CONTRACTOR SHALL VERIFY ALL DIMENSIONS -R—EVISIONS:
cn )CEI) L
J USING FINAL APPROVED FLOOR PLAN PRIOR
TO CONSTRUCTION
24"x 24"x 12"PAD FOOTING
19'-2" 1 V-8" WITH(2)#5 EACH WAY(TYP.) DRAWN BY:
LZ CMF
C14 SEE DETAIL'E"ON SD-1
U) CHECKED BY:
FSS
21' TITLE:
FOUNDATION PLAN
FOUNDATION PLAN
SHEET:
S-3
NOTES: ULSBERG
1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6SPF No.2 HENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
STUDS @ 16-O.C.FOR PLATE HEIGHT UP TO 10--1 X8--U.O.N. JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
L5 jhulseng@bellsouth.net
2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH2x4
FLO_.,jjj!t!t�MR:25846
E
NOTE SPF Nol STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 10'-1 XV-U.O.N. 0
'Opp,
EACH REAR POST SHALL BE TREATED
T2)1A 2_PC R-CH 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS'FLEXIBLE"(SIDING)-U.O.N. A
44 POST ON ABU44-Z POST BASE
BEAM(TYP CAL)
NOTIFY ENGINEER OF ANY VARIATIONS. %
STRAP POST TO EACH BEAM ABOVE
%
WITH(1)H6-Z CLIP OR(1)MSTA24-Z A
TYPICAL ALL POSTS-(U.O.N.)
SEE DETAIL"F"ON SHEET SD-7
...........
E CONT,(4)SPAN
2 2xl DER
kTE OF
STI
_\lu—swu SW-3 ii 2K
1 410 0
=:E= ............
'7
2)2x12 HEADER
C
2J 2)JACKS/
PE
MIN. GARAGE DOOR NOTES FL PE No.50791
COMMENTS:
1. INSTALL(�j MSTA30 STRAP AT EACH END
(2)2x6 BUILT-UP""'� 2)2x6 BUILT-UP OF GARAGE DOOR HEADER.NAIL STRAP
Ic" POST ALIGNED WITH INTO HEADER AND JACKS BELOW.
POST ALIGNED WITH
TRUSS HD ABOVE
TRUSS HD ABOVE
INSTALL SOLID BLOCKING INSTALL SOLID BLOCKING 2. EMBEDDED STRAP AT EACH END OF GARAGE
BETWEEN FLOORS BETWEEN FLOORS DOOR OPENING SEE DETAIL"F"ON SD-1
3. 16'GARAGE DOOR SHALL BE RATED FOR A
MINIMUM DESIGN PRESSURE OF 23.3 psf
I
SW-3
5)2x4 BUILT-UP
. ....... - - - - POST(MIN.)
T –0
m ui
SHEARWALL LEGEND:
C,4
F
(2)JACKS
......... .. MIN. CN
.......... NON-BEARING WALL
X ..........
_97-3— CN
BEARING WALL
............
SW-6
-------- SHEARWALLS FASTENED WITH
FILE CC, ,"
(2)2x6 BUILT-U 8d COM(0.131'x 2 Y2')NAI LS
2)2x6 BUILT-UP 6"O.C.ON EDGES AND 12"0.
POST ALIGNED H
POST ALI NED WITH -S
TRUSS AD ABOVE ON INTERMEDIATE SUPPOR1
INSTALL SOLID BLO TRUSS AD ABOVE SW-3 CLIENT:
CKING
U) Ic-0 INSTALL SOLID BLOCKING BUCKY DAVIS
BETWEEN FLOORS SHEARWALLS FASTENED WITH
(2)2x6 BUILT- ........ BETWEEN FLOORS
U 8d COM(0.1
P 0 S,T(M I N�.) ---*'� 31"x 2 Y2")NAILS R
(2)2x6 BUILT-UP
3"O.C.ON EDGES AND 12"O.C. PROJECT:
POST(MI N.)\1 �2)JACKS ON INTERMEDIATE SUPPORTS. 38 PARADISE PRESERVE
ZL MIN.
(730 PARADISE LANE)
u
(2)2x6 BUILT-UP—f (2)2x6 BUILT- SHEATH BOTH SIDES OF WALL :9 JOB NUMBER: COUNTY:
POST(MIN.) POST(MIN.) AT INDICATED SHEARWALL 16-0591 DUVAL
t —
(2)2x a: SCALE:
-P.M NOTE:ALL EXTERIOR WALLS SHALL BE "SW-6"U.O.N. yll
— — — — — — 8 l'-0"(U.O.N.)
6 HEADER
Istli E
(2)2x12 HEADER CONTINVOU—S WOOD FRAMED HEADER LEGEND:
7% DO NOT SCALE THIS DRAWING
EL SE DA;TE
VISIO S;
T D CORNER UC410
HANGER SIZE\ RELEASE DATE:
ONSTRUCT USING APA OF HEADER rRE N 07-25-16
NARROW WALL METHOD WITH (2)2xl2 PORCH OTE:
2)2x—HEADER
HEADER CONTINUOUS --BEAM 9YRDLL EACH FRONT POST SHALL BE TREATED
ACROSS RETURN WALLS
4X4 f-UZ)I UN ABU44-Z POST BASE
(SEE DETAIL"A"ON SD-8) STRAP POST TO EACH BEAM ABOVE QUANTITYI \QUANTITY DRAWN BY:
Lu CMF
WITH(1)H6-Z CLIP OR(1)MSTA24-Z OFJACKS OF KING STUDS �i
A CHECKED BY:
TYPICAL ALL POSTS-(U.O.N.) FSS
SEE DETAIL"F"ON SHEET SD-7 TITLE:
NOTE:
NOTE: WALLLAYOUT
ALL WOOD FRAMED LOAD BEARING HEADERS
WALL LAYOUT-FIRST FLOOR THIS OPEN PORCH CEILING REQUIRES FIRST FLOOR
SHALL BE MINIMUM(2)2x6 NO.2 OR BETTER
A MINIMUM Y8'SHEATHING.FASTEN WITH
6d COM OR BOX NAILS AT 6"O.C. SYP.INSTALL MINIMUM(1)JACK AND SHEET:
ON EDGES AND 12"O.C.IN THE FIELD (1)KING STUD AT EACH HEADER(I.I.O.N.)
S-4
NOTES: ULSBERG
1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x4SPF No.2 As- HENGINEERlNG, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
STUDS @ 16"O.C.FOR PLATE HEIGHT UP TO 9'-1,48"-U.O.N.
P:904.886.2401 F:904.260.4367
jhulseng@belIsouth.net
2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH2x4
FLORI R:25846
_Q�C.A.NUM2j
SPF No.2 STUDS @ 116"O.C.FOR PLATE HEIGHTS UP TO Y-1 y8"-U.O.N.
�lp
3) THE
E:l SECOND FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N.
:"w
NOTIFY ENGINEER OF ANY VARIATIONS. co
' o . , I I,
*0
007
EAU
co 1.(3) of
�=3
(2)2x6 HEADER
r
ii 2K J/
po
46" IN:0
.......................IF
PE
MIN.
o.50791
&_0.MMtNTS:
2)2x4 BUI_T-UP 72)2x4 BUILT-UP
.......................... POST(MIN.)
POST(MIN.) ..... . ........ . ............
..............
....... .......... ......................
Z5
cl .......
...............
SHEARWALL LEGEND:
.......... NON-BEARING WALL
..........
BEARING WALL
SW-6
SHEARWALLS FASTENED WITH
. ........ -PY
FILE CO
NAILS
NOTE ,NOTE: 8d COM(0.131"x 2 Y2 c
BEARING BLOCK REQUIRED
BEARING BLOCK REQUIREub 6"O.C.ON EDGES AND 12"Of
AT THIS BEARING POINT M
AT THIS BEARING POINT ON INTERMEDIATE SUPPORTS. CLIENT:
. .... . SEE DETAIL OR INFORMATION SW-3
SEE DETAIL OR INFORMATION \(2)2x4 BU LT-UP . ..... (2)2x4 BUILT-UP/ SUPPLIED BY TRUSS DESIGN BUCKY DAVIS
SUPPLIED BY TRUSS DESIGN POST(MI P 1.) POST(MIN.) SHEARWALLS FASTENED WITH
ENGINEER ENGINEER
8d COM(0.131"xMY')NAILS @
PROJECT:
3"O.C.ON EDGES AND 12"O.C.
�2)JACKS ON INTERMEDIATE SUPPORTS. '2' 38 PARADISE PRESERVE
MIN. 2)JACKS (730 PARADISE LANE)
MIN.
SHEATH BOTH SIDES OF WALL JOB NUMBER: ICOUNTY:
AT INDICATED SHEARWALL 16-0591 DUVAL
(2)2:6 HEADER SW_ W-3 SCALE:
(2)2x6 HEADER NOTE:ALL EXTERIOR WALLS SHALL BE "SW-6"U.O.N.
Y8,, =11-011 N.O.N.)
11 2K 0
E
ii 2K E
WOOD FRAMED HEADER LEGEND: DO NOT SCALE THIS DRAWING
RELEASE DATE:
SIZE 07-25-16
OF HEADERN REVISIONS:
L
!2,
(2)2x—HEADER
J K
TITY Ui DRAWN BY:
QU4 TIT UANTITY CMF
Lu
OFJACKS OF KING STUDS
. CHECKED BY:
75
3� FSS
TITLE:
WALL LAYOUT-SECOND FLOOR NOTE:
.s WALLLAYOUT
ALL WOOD FRAMED LOAD BEARING HEADERS 9
SECOND FLOOR
SHALL BE MINIMUM(2)2x6 NO.2 OR BETTER Lu
-s SHEET:
SYP.INSTALL MINIMUM(1)JACK AND 5
(1)KING STUD AT EACH HEADER(I.I.O.N.) S-5
Ll
1, HULSBERG
ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
Ls
21 jhulseng@bellsouth.net
FLORIDA C.A.,�UMBER:25846
E
%
WE
2.5T AT EACH
2x8 LEDGER wl(5k, CANTILEVERED
0.131"x 3"NAILS AT
FLOOR TRUSS
EACH VERTICAL
V OF;
TRUSS END -Al—L &
TRUSS CONNECTORS
o C9XIMENTS:
LL cll� cll� c� < TRUSSID LEFT INTERMEDIATE RIGHT
LL LL u- cl: Lf .9
LL
FT1 HTS24 HTS24
12
ALL OTHER TRUSSES H2.5T 0 H2.5T OR H2.5T OR
OF) 0
SDWC 1560� SDWC 15600 SDWC 1560
V2
NOTE:
1)ALL TRUSS CONNECTORS ARE BASED ON
UPLIFTS COMPUTED BY ENGINEER OF RECORD.
UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
. .... .. SHALL BE DISREGARDED.
.......r— A-1 TA-11 LL-1
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. FILE COPY
4)REFER TO MANUFACTURER'S INSTALLATION DETAILS
4 WHEN USING SDWC SCREWS.
CLIENT:
BUCKY DAVIS
BEAM SCHEDULE
/HTS24 AT_ HTS24 A
PROJECT:
I RUSS TRUS
S F12 BEAM Q. BEAM SPECIFICATIONS 38 PARADISE PRESERVE
31� F6
0 (730 PARADISE LANE)
BM1 (2)1 Y4"x 16"1.5E LVL
JOB NUMBER: COUNTY:
16-0591T DUVAL
M SCALE:
Y8 l'-O"(U.O.N.)
L4 BD DO NOT SCALE THIS DRAWING
T7-
RELEASE DATE:
J19
07-25-16
REVISIONS:
JlE� �J`18
4EE �4
DRAWN BY:
CMF
CHECKED BY:
FSS
2 TITLE:
LOWER ROOF LAYOUT
LOWER ROOF LAYOUT 21
SHEET:
S-6
, HULSBERG
ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
ihulseng@bellsouth.net
F BER:25846
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FL PE No.50791
J3
HTS24 AT-- --HTS24 AT
TRUSS TRUSS
G 2
.............. ............ ............ TRUSS CONNECTORS
. ..... .. ...... .......................
F
TRUSSID LEFT INTERMEDIATE RIGHT
E
AD HTS24 HTS24
D
.......... ................... .......... HD HTS24 HTS24
........... .
c ..... .
H2.5T OR H2.5T OR H2.5T OR
ALL OTHER TRUSSES SDWC 15600 SDWC 15600 SDWC 15600
1)ALL TRUSS CONNECTORS ARE BASED ON
. .............
NOTE:
P2-
z- - - - - - - - UPLIFTS COMPUTED BY ENGINEER OF RECORD.
A UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
.0
SHALL BE DISREGARDED.
A2
.............
A3 - . .. ..... 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM
SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER.
A4 DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR
APPROVAL BY THE ENGINEER OF RECORD AND THE FILE COPY
HTS24 AT-- --HTS24 AT
-AQ— 4�— CONTRACTOR.
TRUSS TRUSS
CLIENT:
N . .... . 0
CID 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED BUCKY DAVIS
C14 OD AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR
J7 APPROVAL OF THE ENGINEER OF RECORD. PROJECT:
4)REFER TO MANUFACTURER'S INSTALLATION DETAILS 38 PARADISE PRESERVE
WHEN USING SDWC SCREWS. (730 PARADISE LANE)
2
J14 JOB NUMBER: ICOUNTY:
�jl 16-0591 DUVAL
it SCALE:
Y8 l'-O"(U.O.N.)
E
DO NOT SCALE THIS DRAWING
As
RELEASE DATE:
07-25-16
REVISIONS:
? DRAWN BY:
CMFLu
CHECKED BY:
FSS
TITLE:
UPPER ROOF LAYOUT
UPPER ROOF LAYOUT
Lu
SHEET:
ION S.7
HULSBERG
ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
21 hulseng@bellsouth.net
F U5FR:25846
.–W-Vil
NOTE,
EACH REAR POST SHALL BE TREATED
44 POST ON ABU44-Z POST BASE A 00to
0 po
STRAP POST TO EACH BEAM ABOVE %00
WITH(1)H6-Z CLIP OR(1)MSTA24-Z
50-79i %
TYPICAL ALL POSTS-(U.O.N.)
SEE DETAIL"F"ON SHEET SD-7
E2
" f se Of
HTT **Owosso
HOLDOWN TT
,,t�N E
HOLDOWN
FL PE No.50791
HTT5
C
C MENTS:
HOLDOWN...::
. .... _____HTT5
HOLDOWN
ANCHOR BOLTS @ 24"O.C.
_-HT 5-,,
H HOL NN
OLDOWN
J i i i i I i
T
am
HTT
HOLDOWN
TT5/ %TT5 HTT5
HTT
5
OLDOWN HOLDOWN HOLDOWN �j
Q�POWR..................................... . HOLDOWN
x
ANCHOR BOLTS @ 24"O.C.
n_
d FILE CCLr
NOTE:
SDWC SCREWS MAY BE USED
d CLIENT:
0 IN LIEU OF SSP/DSP AT STUD
TO PLATE CONNECTIONS PER BUCKY DAVIS
SIMPSON LITERATURE
TS24 A T HTS24 AT ........
0
EAM BEA CC PROJECT:
GARAGE DOOR NOTES
EXPOSURE"C"ANCHOR NOTE 1 38 PARADISE PRESERVE
-HTT 1. INSTALL( E
MSTA30 STRAP AT EACH END
SILL PLATES ON EXTERIOR WALLS (730 PARADISE LANE)
HOLDOWN OF GARAGE DOOR HEADER.NAIL STRAP
SHALL BE ANCHORED BY THREADED :9 JOB NUMBER: ICOUNT
INTO HEADER AND JACKS BELOW. - Y:
RODS SUPPLEMENTED BY ADDITIONAL 16-0591 DUVAL
D-5
ANCHOR BOLTS ORY4"x 3Y4"TAPCON SCALE:
HTT 75 2. EMBEDDED STRAP AT EACH END OF GARAGE SCREWS AS REQUIRED TO l'-O"(IJI.O.N.)
HOLDOWN — — — — — — HOLDOWN DOOR OPENING SEE DETAIL"F"ON SD-1
MAINTAIN MAXIMUM 24"O.C.SPACING DO NOT SCALE THIS DRAWING
UC410 RELEASE DATE:
TT
HOLDOWN
Hi
UC 1(
III THANGER 07-25-16
'CONSTRUCT USING APA
REVISIONS:
NARROW WALL METHOD WITH THREADED ROD LEGEND:
HEADER CONTINUOUS — — — — — — — _OTE: Y8"THREADED ROD FROM
ACROSS RETURN WALLS EACH FRONT POST SHALL BE TREATED FOUNDATION TO DOUBLE PLATE.
(SEE DETAIL'A'ON SD-8) 44 POST ON ABU44-Z POST BASE (4-MINIMUM EMBEDMENT REQUIRED) DRAWN BY:
CMF
STRAP POST TO EACH BEAM ABOVE
CHECKED BY:
WITH(1)H6-Z CLIP OR(1)MSTA24-Z THREADED ROD FROM FSS
TYPICAL ALL POSTS-(U.O.N.) FOUNDATION TO UPPER 9 TITLE:
SEE DETAIL"F"ON SHEET SD-7 FLOOR DOUBLE PLATE. TIE-DOWN LAYOUT
TIE-DOWN LAYOUT-FIRST FLOOR (4"MINIMUM EMBEDMENT REQUIRED) FIRST FLOOR
SHEET:
HOLDOWN(AS NOTED)
INSTALLED AT SILL PLATE
01 IS-8
, HULSBERG
ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD,,SUITE#202
JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
jhulseng@bellsouth.net
FLORIDA C.A.NUMBER:25846
E
0
.o
F� El SSP TOP&BOTTOM @ 32"O.C.&
4
p
X"x OF SDS SCREWS THROUGH
SHOE PLATE INTO EACH INTERSECTING
SEE DETAIL"G"ON SD-7
FLOOR TRUSS BELOW so 0
14C isk
/00.
lK E
0 a
or- j CC
SIA
%*
tgo
................ .. ...........
0 Z2 0 4 pi t
or
COMMENTS:
..........
..........................................
/�2)CS16 STRAPS BETWEE
0
FLOORS ALIA50... .. .. .... ....
w/HOLDOWNSi BELOW
<
LLI
uj
LLI
c/)
...............
OD EXT
T . . .... ...
L ...:ROD NEXT
d uss
TR
TO TRUSS
COPY
0 .72
Of CLIENT:
BUCKY DAVIS
0
PROJECT:
38 PARADISE PRESERVE
(730 PARADISE LANE)
JOB NUMBER: COUNTY:
16-0591 DUVAL
CS1
2)CS1 SCALE:
V-0"(U.O.N.)
BETWEEN
SSP AT TOP&CS16 T FLOORS DO NOT SCALE THIS DRAWING
RELEASE DATE:
BEAM GIRDER BELOW @ 32"O.C.
07-25-16
TE-VISIONS
THREADED ROD LEGEND:
Y8"THREADED ROD FROM
FOUNDATION TO DOUBLE PLATE.
DRAWN BY:
(4"MINIMUM EMBEDMENT REQUIRED) ui CMF
CHECKED BY:
THREADED ROD FROM FSS
FOUNDATION TO UPPER TITLE:
TIE-DOWN LAYOUT SECOND FLOOR 61
FLOOR DOUBLE PLATE. TIE-DOWN LAYOUT
(4"MINIMUM EMBEDMENT REQUIRED) SECONDFLOOR
HEET:
0 HOLDOWN(AS NOTED)
INSTALLED AT SILL PLATE S-9
BRICK VENEER WITH VAIR SPACE ULSBERG
AND WALL TIES BRICK VENEER WITH 1"AIR (1)#5 CONT. ENGINEERING, INC.
SPACE AND WALL TIES 2 H
CONT.FLASHING;PROVIDE WEEP HOLES FILL JOINT WITH ELASTOMERIC SILL PLATE
V- 11481 OLD ST.AUGUSTINE RD.,SUITE#202
@ 33-O.C. CONT.FLASHING;PROVIDE SILL PLATE--\ JOINT FILLER C14 JACKSONVILLE,FL.32258
HEIGHT OF CURB VARIES(8"
SILL PLATE GROUT AIR SPACE BELOW FLASHING x WEEP HOLES @ 33"O.C. CONCRETE SLAB K - P:904.886.2401 F:904.260.4367
6"MIN. MAX.) 15
10 jhulseng@bellsouth.net
GROUT AIR SPACE BELOW F
CONCRETE SLAB 00
SILL FLASHING GRADF] —CONCRETE SLAB FLORIDA C.A.NUMBER:25846
04
Y E
PLATE
7\
CONCRETE SLAB
GRAD 0-7-5 st
#5 CONT. 7 Z/\
00
GRAD
G 8 CMU STEMWALL WITH(1)#4 48"O.C.
Iff
0 - oo
14 \rj��q 4
H. NL)IN EACH CORNER. -o 1
-O.C.
8"CMU STEMWALL WITH(1)#4 48
5 74��
4 4. I-ILL U A4.
tLL SOLID AT EACH#4 REBAR.
ANU IN EACH CORNER.
HOOK REBAR 12"INTO UPPER COURSE �,`507
FILL ELL SOLID AT EACH#4 REBAR. ;0
OF BLOCKS AND 6"INTO FOOTING.
REBAR 12"INTO SLAB AND 6"INTO - ONE STORY-(2)#5 CONT.
611 4" TWO STORY-(2)#5 CONT. OF
FOOTING. 41".�
.1
5
l'-8" ONE STORY-(2)#5 CONT. o,
11-511 %
1-8" ONE STORY-(2)#5 CONT. - 14 ONE STORY-(3)#5 CONT. TWO STORY-(3)#5 CONT. -**ao vkV 9olo
V-8" TWO STORY-(3)#5 CONT. -9" TWO STORY-(3)#5 CONT. C6,
4C
E
S E SECTION-MON rD Me
A -STEMWALL WITH BRICK OLITHIC WITH BRICK STEMWALL AT GARAGE -MONOLITHIC AT GARAGE
CTION SECTION SECTION 791
��Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT 1\�Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT �C94MENTS:
ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS.
F
CONCRETE SLAB
<
SILL PLATE F
C14
SILL
CONCRETE SLAB
'E
z PLATE CONCRETE SLAB
'RADE-\
00
y CONCRETE SLAB
G
RADE
GRADE
RZAD E
3
(1)#5 CONT.
(1)#5 CONT.
:
co
CMU STEMWALL WITH(1)#4 48-O.C.
T
ADD 8"x 16"CMU TO INSIDE
EACH CORNER. OF
STEMWALL AT POST LOCATION
FILL CELL SOLID AT EACH#4 REBAR. /N
REBAR 12"INTO SLAB AND 6"INTO WITH(1)#4 VERTICAL IN EACH
FOOTING.
6" 11-011 ONE STORY-(2)#5 CONT. (AS NOTED) REINFORCEMENT(AS NOTED)
11-811 ONE STORY-(2)#5 CONT. T-4" TWO STORY-(2)#5 CONT. AS NOTED REINFORCEMENT(AS NOTED)
11-8" TWO STORY-(3)#5 CONT.
SECTION-STEMWALL SECTION-MONOLITHIC I/�E SECTION-PAD FOOTING AT PORCH STEMWALL SECTION-PAD FOOTING AT THICKENED EDGE
1\�Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT �Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. F11i.E COPY
BRICK VENEER WITH VAIR SPACE ALTERNATE:MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAIL R ON SHEET SD-2)
CLIENT:
AND WALL TIES
BUCKY DAVIS
CONT.FLASHING;PROVIDE WEEP HOLES STHD14 STRAP NAILED TO
@ 33"O.C. BRICK VENEER WITH VAIR SPACE a_ GARAGE DOOR POST.
GROUT AIR SPACE BELOW FLASHING AND WALL TIES cn PA51 STRAP NAILED TO GARAGE PROJECT:
-i EMBED STRAP INTO FOOTING
:zc- U) DOOR POST.BEND STRAP INTO 38 PARADISE PRESERVE
Z U ASSHOWN.
CONT.FLASHING;PROVIDE WEEP -
(1)#5 CONT. 0 FOOTING AS SHOWN. o (730 PARADISE LANE)
SILL PLATE ZT HOLES @ 33"O.C. 0 < z
cli 0 Lu <
FILL JOINT WITH ELASTOMERIC 6"MIN. GROUT AIR SPACE BELOW FLASHING -0 ly w :9 JOB NUMBER:J....., 11OUNT
co < ct) DUVAL
JOINT FILLER C/) w SCALE:
< 2 SILL HEIGHT OF CURB VARIES(8"MAX.) ;;:-T �t L'i
;z 0 �11=1 1-011(U.0.N.)
c? PLATE i�—#4 WITH 6"HOOK INTO FOOTING lo 8
CONCRETE SLAB F/) < E
Lu E
R DO NOT SCALE THIS DRAWING
AND BENT 12"MINIMUM INTO Of
CONCRETE SLAB GRADE4 <
THICKENED EDGE. RELEASE DATE:
GRAD
07-25-16
IIIIIIL
GRADE
8"CMU STEMWALL WITH(1)#4 @48"O.C. REVISIONS:
\' \, \
I . . — �</1 0
AND IN EACH CORNER.
c:)
CD X FILL CELL SOLID AT EACH#4 REBAR. X'<GRAD
X� C6
HOOK REBAR 12"INTO UPPER COURSE
DRAWN BY:
x w CNIF
OF BLOCKS AND 6"INTO FOOTING.
6" 11-511 ONE STORY (3)#5 CONT.
CHECKED BY:
rWO STORY-(3)#5 CONT. FSS
T-8" ONE STORY-(2)#5 CONT. 6- TITLE:
T-8" TWO STORY-(3)#5 CONT. FOUNDATION DETAILS
SHEET 1 of 2
SECTION-STEMWALL AT GARAGE WITH BRICK SE TION-MONOLITHIC AT GARAGE WITH BRICK (-F DETAIL-PA51 INSTALLATION(STEMWALL) DETAIL-STHD14 INSTALLATION (MONOLITHIC)
-s SHEET:
75
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT �Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS.
AL SD-1
SHOWER AREA ULSBERG
SHOWER AREA
MONOLITHIC FOOTING (2)MSTAM36-Z STRAPS
ENGINEERING, INC.
NAIL EACH STRAP TO CRIPPLE STUD H
WITH(13)10d COM NAILS 11481 OLD ST.AUGUSTINE RD.,SUITE#202
8"CMU STEMWALL 3"MAXIMUM OVERHANG JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
(OPTIONAL) z FASTEN STRAP TO FOUNDATION
FORM EDGE m T jhulseng@bellsouth.net
00
I<
PLAN VIEW CONCRETE SLAB WALL WITH(8)//4"x 2 X"CONCRETE 2
Z:: 3� FLORIDA C.A.NUMBER:25846
PLAN VIEW SCREWS INTO MASONRY OR 9
�2
H
8 X x 1 X"CONCRETE
.0 1
NEWS INTO CONCRETE. -9 -
S I
0 1411�
CONCRETE SCREWS SHALL BE !� 0
POWERS"TAPPER"WITH PERMA-SEAL -f Q ,417 v
(1)#5 CONT.
(1)#4 CONT. GRAD FINISH OR EQUAL.
6"MIN.
X/ CMU STEMWALL WITH(1)#4 @
/48"O.C.AND IN EACH CORNER. STRAP SHALL BE COVERED WITH 50791
HEIGHT OF CURB VARIES #4 CONT. B
SILL---\ ;ILL SIDING OR STUCCO
04 PLATE FILL CELL SOLID AT EACH#4
PLATE CONCRETE SLAB HEIGHT OF CURB VARIES(8"MAX.) CD
7 5 FL
REBAR.HOOK REBAR 16"INTO
V _TF
NOTE: 4�
611 MI\N - -1 vfA OF
THIS DETAIL MAY BE SUBSTITUTED FO
R
GR,kDE—\
G.
CONCRETE SLAB
FOOTIN -%
6 1. EITHER THE PA51 STRAP(STEMWALL) 00
A..�/\\\l OR
GRAD 1, 7 6
X (2)#5 CONT. 7 ew
*4Z
THE STHD14 STRAP(MONOLITHIC).
8"CMU STEMWALL WITH(1)#4 @ 48-O.C.
CD
COMMENTS:
AND IN EACH CORNER.
1� "I" *I
FILL CELL SOLID AT EACH#4 REBAR. SECTION-PORCH STEMWALL rR DETAIL- EMBEDDED STRAP ALTERNATE
HOOK REBAR 12"INTO SLAB AND 6"INTO X SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-2
FOOTING. ENGINEER FOR ADDITIONAL REQUIREMENTS.
6 ONE STORY-(2)#5 CONT.
V-8" ONE STORY-(2)#5 CONT. 1'4" TWO STORY-(2)#5 CONT.
l'-8" TWO STORY-(3)#5 CONT. NOTE:
SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS)
AS SOON AS THE CONCRETE HAS HARDENED ENOUGH
NOT TO BE DAMAGED DURING THE CUTTING PROCESS.
SECTION-STEMWALL AT EXTERIOR WALL SHOWER SECTION MONOLITHIC AT EXTERIOR WALL SHOWER
(TYPICALLY 1-4 HOURS IN WARM WEATHER)
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT CONCRETE SLAB
ENGINEER FOR ADDITIONAL REQUIREMENTS.
0 0 0
FILL CUT WITH 1"DEEP 0/8"WIDE SAW
ELASTOMERIC CUT AT DENOTED s
FILLER LOCATIONS.
GRAD
#5 CONT. f
SILLi CONCRETE SLAB
CONCRETE SLAB 8"CMU STEMWALL WITH(1)#4 @
`48"O.C.AND IN EACH CORNER.
PLATE
CD ZL FILL CELL SOLID AT EACH#4
REBAR.HOOK REBAR 16"INTO
A4
PORCH SLAB AND 6"INTO Dy
FOOTING. F ILE Co�
CONCRETE SLAB
l'-8" (2)#5 CONT.
-0" (1)#5 CONT.
1141 ONE STORY-(2)#5 CONT.
11-8" TWO STORY-(3)i5--C—ONT. CLIENT:
SECTION-PORCH STEMWALL WITH BRICK SECTION-TYPICAL SAW-CUT CONTROL JOINT i BUCa DAVIS
SECTION- INTERIOR BEARING K SECTION-THICKENED EDGE NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT �D2
��D2 ENGINEER FOR ADDITIONAL REQUIREMENTS. PROJECT:
38 PARADISE PRESERVE
(730 PARADISE LANE)
JOB NUMBER: COUNTY:
1 -0591 DUVAL
�_�TREATED POST SCALE:
BEARING POST(AS NOTED) 1" =l'-O"(U.O.N.)
CURB HEIGHT VARIES 8
CONCRETE SLAB CONCRETE SLAB ABU—POST BASE WITH E DO NOT SCALE THIS DRAWING
SILL PAVERS BY OTHER 1 8
CONCRETE SLAB �'GALV.ANCHOR EMBEDDED !�2 RELEASE DATE:
PLATE--\L 8 E) 07-25-16
12"(SET-XP ADHESIV
CURB HEIGHT VARIES
REVISIONS:
LLJ
F-
7
7
T
7
0 1777\�//\\
L
2"SQUARE GROUTED
CMU OR CAST-IN-PLACE CONCRETE DRAWN BY-
PEDESTAL ON 24"X 24"X 12"PAD CMF
FOOTING WITH(2)#5 EACH WAY CHECKED BY:
(AS NOTED) REINFORCEMENT(AS NOTED) 8" (1)#4 CONT. 2'-0"
FSS
1'4' ONE STORY-(2L#5 CONT.
2 TITLE:
11-8" TWO STORY-(3)#5 CONT. -
FOUNDATION DETAILS
SECTION-NON-BEARING STEPDOWN �u DETAIL-PAD FOOTING AT PAVERS SHEET 2 of 2
SECTION-BEARING STEPIDOWN SECTION-INTERIOR BEARING PAD FOOTING D�-2 L5 SHEET:
D�-2
SD-2
I I ULSBERG
ROOF COVERING(BY OTHERS) HENGINEEMNG, INC.
T.AUGUSTINE RD.,SUITE#202
11481 OLD S
ROOF TRUSSES
JACKSONVILLE,FL.32258
CORNICE DETAIL S
P:904.886.2401 F:904.260.4367
DOUBLE PLATE (BY OTHERS) 21 Ihulseng@bellsouth.net
NUT WITH 2"x 2"x-!"WASHER FLORIDA C.A.NUMBER:25846
16 E
ALTERNATE:SIMPSON LBPS Y2 SLOTTED
444,
WASHER WITH 1"WASHER.
SIA4p
-0 THREADED ROD
Y 7
le OR ly32'RATED SHEATHING,EXPOSURE I-SHINGLE ROOF
'Y RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF
32
SIMPSON WO x 6 X"TITEN HD ROD COUPLER
SIMPSON WO x 6"TITEN HD OR 2x—No.2 SPF OR No.2 SYP %2'RATED SHEATHING,EXPOSURE I-METAL ROOF
I---- t40.5
'"THREADED ROD SET IN ADHESIVE 8 SUBFASCIA WITH(2)0.131'x 34" FASTEN WITH 0.113-x 2 Y8'RING SHANK
OR 2"THREADED ROD SET IN ADHESIVE WITH
9
WITH MINIMUM 4"EMBEDMENT MINIMUM 4"EMBEDMENT WITH NUT&1 ENDNAILS AT TRUSS(U.O.N.) NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS.
WASHER GYPSUM BOARD
WITH NUT&1"WASHER 'Tt Of - Z
CONNECTOR AT EACH TRUSS
4.); 240
(SEE TRUSS CONNECTION SCHEDULE)
.67 WFax
(2)2x SYP#2 DOUBLE PLATE(U.O.N.)
_�c DE
TAIL-ANCHOR BOLT DETAII�-THREADED ROD ASSEMBLY GYPSUM BOARD COMMENTS,--
Y16"RATED SHEATHING,EXPOSURE 1.
FASTEN WITH 0.131-x 2Y2'NAILS @ 6"O.C.ON
EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS.
(I.I.O.N.)(BLOCK ALL EDGES)
2x—SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT)
NUT WITH 1"CUT WASHER
2x SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM
ROOF COVERING(BY OTHERS)
BOARD WITH 0.131"x 34-NAILS @ 6"O.C.
ROOF TRUSSES
2
CORNICE DETAIL X32"RATED STURD-1-FLOOR(T&G)SHEATHING
(BY OTHERS) GLUED AND NAILED.FASTEN WITH 0.131"x 2Y2"RING
SHANK @ 6"O.C.ON EDGES AND 12"O.C.IN THE
FIELD.
FLOOR JOIST(I-JOIST SHOWN,SAWN
JOIST SIMILAR-SEE SECTION"C"ON
SD-4 FOR OPEN WEB TRUSS)
A!
Y16"DR ly32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF
�RNI CE DETAI L
C
(By OTHERS)
16
'y32`RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF
32"
GYPSUM BOARD
2x—No.2 SPF OR No.2 SYP lX32"RATED SHEATHING,EXPOSURE I-METAL ROOF
SUBFASCIA WITH(2)0.131'x 3 A" FAsrEN WITH 0.113"x 2 Y8'RING SHANK RIM BOARD
It
EN DNAI LS AT TRU SS(U.0.N.) NAII.S @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS.
GYPSUM BOARD NAIL JOIST TO PLATE WITH(2)0.131"x 3/4"TOENAILS
(2)2x SYP#2 DOUBLE PLATE(U.O.N.)
CONNECTOR AT EACH TRUSS COPY
(SEE TRUSS CONNECTION SCHEDULE)
TOENAIL RIM BOARD TO PLATE WITH
CLIENT:
(2)2( SYP#2 DOUBLE PLATE(U.O.N.) 0.131"x 34-NAILS @ 8"O.C.
BUCKY DAVIS
APPLY SHEATHING HORIZONTALLY FOR STUCCO
APPLY SHEATHING HORIZONTALLY FOR STUCCO GYPSUM BOARD PPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1 THREADED COUPLING AS REQUIRED
I A
APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1 PROJECT:
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. 38 PARADISE PRESERVE
INSTALLED VERTICALLY. 2x SPF#2 STUDS@ 16"O.C.-U.O.N.(SEE WALL LAYOUT)
o
(730 PARADISE LANE)
X6"RATED SHEATHING,EXPOSURE 1.
RATED SHEATHING,EXPOSURE 1. JOB NUMBER: COUNTY:
FAS'EN WITH 0.131"x 2Y2"NAILS @ 6"O.C.ON FASTEN WITH 0.131"x 2Y2'NAILS @ 6"O.C.ON 16-0591 DUVAL
8
NOTE: EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. NOTE. EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. SCALE:
P T V-101"(U.0-N.)
(U.0 N.)(BLOCK ALL EDGES) SILL ES ON EXTERIOR WALLS (U.O.N.)(BLOCK ALL EDGES) Y811
SILL PLATES ON EXTERIOR WALLS < < E
LL E E
SHALL BE ANCHORED BY THREADED SHA ANCHORED BY THREADED o
DO NOT SCALE THIS DRAWING
THR ADED ROD ASSEMBLY AT
RODS SUPPLEMENTED BY ADDITIONAL NOT:-:D SPACING(SEE DETAIL"C' RODS SUPPLEMENTED BY ADDITIONAL THREADED ROD ASSEMBLY AT RELEASE DATE:
TO AN H R BOLTSAS REQUIRED T 07-25-16
AN H R BOLTS AS REQUIRED THIlc SHEET) NOTED SPACING(SEE DETAIL"C'
MAINTAIN MAXIMUM 48"O.C.SPACING MAINTAIN MAXIMUM 48"O.C.SPACING THIS SHEET) REVISIONS:
I E
(I.I.O.N.) (U.O.N.)
2x TREATED SYP#2 SILL PLATE WITH ANCHORS
S
INSET WALLY2'FOR STUCCO (SEE DETAIL"C"THIS SHEET) INSET WALLY2"FOR STUCCO 2x TREATED SYP#2 SILL PLATE WITH ANCHORS
APPLICATIONS (SEE DETAIL"C"THIS SHEET)
APPLICATIONS DRAWN BY:
CNIF
CHECKED BY:
FSS
SEE FOUNDATION DETAILS SEE FOUNDATION DETAILS TITLE:
FRAMING DETAILS
SECTION-TYPICAL EXTERIOR TWO STORY WALL SHEET I of 3
(_B
SECTION-TYPICAL EXTERIOR ONE STORY WALL �-3
SHEET:
-�3
SD-3
„--SILL PLATE(BELOW)
—2x—CORNER FRAMING FULL ULSBERG
HEIGHT STUDS(TYPICAL) ENGINEEMNG, INC.
2x—SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND 11481 OLD ST.AUGUSTINE RD.,SUITE#202
,,,,,—(2)ROWS OF 0,131"x 3Y4”
BOARD WITH 0.131"x 34'NAILS @ 6-O.C. NAILS @ 12"O.C. JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
STAGGERED(TYPICAL)
21 jhulseng@bellsouth.net
BAND BOARD 4�a= 0
m FLORIDA C.A.NUMBER:25846
E0
2x6 OR 2x FRAME WALL S.,SIA4,Z
SILL PLATE(BELOW)
o two
OPEN WEB TRUSS
2x4 CORNER FRAMING FULL HEIGHT STUDS
4C
!W.6079i
SHEATHING CONTINUOUS FROM BAND BOARD MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED
TO UPPER PLY OF DOUBLE PLATE, FASTEN WITH WITH(4)0.131'x 3 X"NAILS TO EACH ADJACENT Li
E2 I* a. " �! a
EDGE NAILING REQUIREMENTS OF UPPER WALL STUD 9
TOENAIL TRUSS TO PLATE WITH ALTERNATE:INSTALL SOLID STUD IN THIS j§TATE 01
SPACE
(2)0.131'x 3Y4'NAILS ta j
72
2x4 CORNER FRAMING FULL HEIGHT STUD
DOUBLE PLATE(U.OX)
T
I )'
11H i
i
(2 ROWS OF 0.131"x 3,y4..
N%LS @ 12"O.C.
2A FRAMED WALL - 09��NTS:
SECTION-TYPICAL OPEN WEB FLOOR TRUSS GF
SECTION-TYPICAL FRAMING AT 900 CORNERS z
SD-4
�4
NAIL SCAB TO TOP CHORD WITH
(4)0.131"x 3 X"NAILS
ADD 2x4 VERTICAL SCAB IN EACH ROOF OR FLOOR FRAMING(AS NOTED
TRUSS IF NO WEB IS PRESENT CONNECTOR IF NOTED
UPLIFT CONNECTOR(AS NOTED) O.l3l'x3Y4' NAILSTYPICALAT (SEE CONNECTION SCHEDULE)
RCH TRUSS
2x4 SPF BLOCKING-NAIL WITH(2)
2x4 X-BRACE ACROSS LENGTH OF
0.131"x 3Y4"NAILS AT EACH END
//(END NAIL OR TOENAIL) SHEARWALL
NAIL SCAB TO PLATE WITH(3) s
0.131"x 3 X"TOENAI LS
TRUSS(AS NOTED) GYPSUM BOARD
T TRUSS BOTTOM CHORD 2x4 BLOCKING BETWEEN TRUSSES
(I
N N TOENAILED TO DOUBLE PLATE WITH (2)2x—SYP#2 DOUBLE PLATE(U.O.N.)-
AIL PORCH SHEATHING AS NOTED
0.131"x 3Y4'NAILS @ 4�O.C.
tEXTERIOR FRAMED WALL DOUBLE PLATE
2x—SPF#2 STUDS @ 16"O.C.-U.O.N.
MINIMUM/16"RATED SHEATHING, (SEE WALL LAYOUT) FiLIE CC, PY
EXPOSURE I FASTEN AS NOTED
ON WALL LAYOUT(BLOCK ALL EDGES)
CLIENT:
K-D -� SECTION-EXTERIOR WALL PERPENDICULAR TO TRUSS
G SECTION-INTERIOR SHEARWALL PERPENDICULAR TO TRUSS BUCKY DAVIS
GYPSUM BOARD
4 SECTION ONLY APPLIES WHEN REFERENCED
PROJECT:
THREADED ROD ASSEMBLY(IF NOTED)
38 PARADISE PRESERVE
INTERIOR SHEARWALL(IF NOTED)SHALL—`
(730 PARADISE LANE)
NAIL EACH END OF BLOCKING TO USE/16'RATED SHEATHING FASTENED --
:9 JOB NUMBER: UNTY:
TRUSS(AS NOTED) BOTTOM CHORDS WITH(3)0.131'x 3,y4" AS NOTED. .0
16-059, CFO DUVAL
//—INSTALL 2x4 BLOCKING BETWEEN SCALE:
2x4 SPF NAILER-NAIL TO TOP PLATE WITH TRUSS BOTTOM CHORDS @ 12"O.C. 2x—TREATED SYP#2 SILL PLATE WITH Y811 =l'-O"(U.O.N.)
of
0.131 x 3 X"NAILS @ 6-0.C. ANCHOR(SEE DETAIL'C'ON SHEET SD-3) DO NOT SCALE THIS DRAWING
BOTTOM CHORD OF TRUSS RELEASE DATE:
2x SPF#2 SOLE PLATE 07-25-16
NAIL EACH BLOCK TO DOUBLE PLATE WITH(3)
0.131"x 3 X"NAI LS WITH 0.131'x 3 X"NAILS
@ 8-O.C.-U.O.N.
NAIL PORCH SHEATHING AS NOTED
DOUBLE PLATE
EXTERIOR FRAMED WALL FLOOR BEAM(AS NOTED) DRAWN BY:
MINIMUM X16'RATED SHEATHING, CMF
EXPOSURE I FASTEN AS NOTED
CHECKED BY:
ON WALL LAYOUT(BLOCK ALL EDGES) SLAB ON GRADE CONDITION RAISED FLOOR CONDITION FSS
TITLE:
FRAMING DETAILS
SHEET 2 of 3
TION-INTERIOR SHEARWALL PARALLEL TO TRUSS SECTION-TYPICAL INTERIOR BEARING AND/OR SHEARWALL LZ
SECTION-EXTERIOR WALL PARALLEL TO TRUSS rH SEC
�4 �4 THIS SECTION ONLY APPLIES WHEN REFERENCED �,�4
SHEET:
S D-4
(TYPICAL DOUBLE PLATE SPLICE) TYPICAL HEADER TO KING STUD CONNECTION(SEE TABLE) (2)2x—SYP#2 DOUBLE
PLATE(U.O.N.)NAIL
JOINT IN LOWER PLATE 48"MINIMUM SPLICE LENGTH JOIN T IN UPPER PLATE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER PLATES WITH 0.131"x 3" ULSBERG
MINIMUM NAILING OF THR EADED ROD ASSEMBLY CENTERED WITH 0.131"x 34"NAI LS @ 6"O,C.STAGGERED TYPICAL STUD TO NAILS @ 8"O.C. STUD TO PLATE NAILING ENGINEERING, INC.
(16)0.131 x 3"NAI LS I IN TH I S ZON E. (TYPICAL)
ON,SPLICE IN PLATE OR THREADED ROD DOUBLE PLATE STAGGERED 11481 OLD ST.AUGUSTINE RD.,SUITE#202
61
Is
8"MAX. 6"MAX. ASS_ZMBLY WITHIN 12"ON EACH SIDE OF JACK STUD AND KING CONNECTION TYPICAL FRAMING STUD SIZE END NAIL TOENAIL ll� JACKSONVILLE,FL.32258
JOIN T, 6"MAX. STUD REQUIREMENTS
P:904.886.2401 F:904.260.4367
AT CHANGE IN w
(SEE WALL LAYOU 2x4 (2) (3) 21 jhulseng@bellsouth.net
a A A a a PLATE HEIGHT
E
CENTERED ON
CHANGEIN 2x8 (4) (5)
��PLATE HEIGHT S t$4p
THREADED ROD ASSEMBLY WITHIN _o<
* , "
2xlO (6) �9
6"OF SPLICE IN LOWER PLATE 0
2x4 BLOCKING BETWEEN I %.�'p
ALTERNATE:IF ROD IS GREATER STUDSTOENAIL id
NAIL EZIH PLATE TO JACK STUD
THAN 6"FROM SPLICE-ADD ALL NAILS NOTED ARE 0.131'x-1Y4
I OR ENDNAIL EACH END
SSP AT SPLICE. ITH(3 0.131"x 34'NAILS-TOENAIL
REN AIL(TYP ... TO ADJACENT
STUD WITH(3)0.131"x 34'
NAILS
2x SPF#2 STUDS HEADER TO KING NAILING ov:
@ 16"O.C.(I.I.O.N.) %*
(SEE WALL LAYOUT) 2x6 (3)NAILS PER PLY
—DOUBLE SILL REQUIRED WHERE OPENING
2x8 (4)NAILS PER PLY
WIDTH EXCEEDS N.)
THREADED ROD COMMENTS:
2xlO (5)NAILS PER PLY
ASSEMBLY AT
NOTED SPACING
2x12 (6)NAILS PER PLY
JOINT SILL PLATE
2x TREATED 9 Y2"OR 9
4
SYP SILL PLATE
LVL (5)NAILS PER PLY
ii N
11 OR 11
MAX /a/ CC
\Ni
12
Ir
I
,I
III u u u u Ill III Ill u 4
LVL (6)NAILS PER PLY
4"MIN.; ANCHOR AS REQUIRED TYPICAL STUD TO SILL PLATE
THREADED ROD ASSEMBLY 12"MAX. (SEE DETAIL"C"ON SHEET SD-3) CONNECTION 14"LVL (7)NAILS PER PLY
(BEYOND)
BUILT-UP CORNER POST ANCHOR COUPLED TO THREADED ROD BUILT-UP POST(WHEN NOTED ON WALL LAYOUT)
16"LVL (8)NAILS PER PLY
(SEE DETAIL"C'ON SHEET SD-3) NAI L EACH PLY WITH 0.131'x 3 Y4'
NAILS @ 6"O.C.STAGGERED
DETAIL TYPICAL WALL FRAMING CONDITIONS
12"MAX.
A A
FE
6
INSTALL MSTA24 STRAP
INSTALL DSP CLIP @ 32"O.C.. LOOPED OVER DOUBLE FILE COPY
PLATE.NAIL TO CRIPPLE ON
MAXIMUM SPACING (U.O.N.) EACH SIDE WITH(6)
CLIENT:
.131"xlY2'NAILS. BUCKY DAVIS
DOUBLE PLATE E
STRAP CRIPPLE
—JACKS AND KING STUDS
1 - I& PROJECT:
TO HEADER WITH
(AS NOTED) 38 PARADISE PRESERVE
LSTA18 STRAP 2
-----HEADER(AS NOTED)
(730 PARADISE LANE)
2x—BLOCKING(TYPICAL) :9 JOB NUMBER: COUNTY:
- 16-0591 DUVAL
(3)0.131'x 3 X"TOENAILS AT EAC I END 7: 7:7 ------- SCALE:
PICAL THREADED 7-7---T7 T I---T� 7 F_ 7 T-1---T-1 _Fl---T-1 -_:: -7:::
r F_ T_ THREADED l'-O"(U.O.N.)
WAYIL EA&SILL PLY TO KING STUD i Y8
ROD ASSEMBLY ROD ASSEMBLY E
WITH(3)0.131'x 3Y4'NAILS-TOE14AIL 8 DO NOT SCALE THIS DRAWING
RELEASE DATE:
OR ENDNAIL(TYPICAL) NOTE: NOTE:
THREADED ROD ASSEMBLY s 07-25-16
BEVEL BLOCKING AS REQUIRED I-OR MINIMUM 1 THREADED ROD ASSEMBLY REVISIONS:
NOT REQUIRED AT GARAGE NOT REQUIRED AT GARAGE
Y2'NAIL PENETRATION INTO MAIN FRAMING DOOR OPENINGS(U.O.N.) DOOR OPENINGS(U.O.N.)
MEMBERS.(TYPICAL)
(2)2x—SILL DRAWN BY: MF
c
u
CHECKED BY:
SHEATHING MAY CANTILEVER UPTO 2" LL__�ANCHOR AS REQUIREuD ANCHOR AS REQU IRL FSS
MAXIMUM PAST SUPPORTS.ALLWINDOW
ATTACHMENTS MUST BE ANCHORED INTO 2x FLUSH HEADER CONDITION DROPPED HEADER CONDITION TITLE:
FRAMING DETAILS
MEMBERS.
SHEET 3 of 3
DETAIL-TYPICAL ARCH TOP OPENING rN--� DETAIL-DOUBLE PLATE STRAPPING OVER WIDE OPENINGS SHEET:
THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED
SD-5
END VERTICAL BRACING REQUIREMENTS ,—LAST TRUSS IN ROW REQUIRING BRACING
NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS ULSBERG
BRITTLE FINISH LEXIBLE FINISH 2x4 BLOCKING-TOENAIL OR ENDNAIL RATED ROOF SHEATHING HENGINEERING, INC.
BRACING 16"O.C. 24"O.C. 16"0. 24"O.C. EACH END TO ADJACENT TRUSS WITH 11481 OLD ST.AUGUSTINE RD.,SUITE#202
(3)NAILS JACKSONVILLE,FL.32258
NAIL DIAGONAL BRACE TO INTERMEDIATE
0"TO 37" 2 P:904.886.2401 F:904.260.4367
NONE REQUIRED 0"TO 53" 0"TO 47" 0"TO 59" ui
X X WEBS WITH(2)NAILS jhulseng@belIsouth.net
ROOF SHEATHING
2x4 SPF No.2 DIAGONAL BRACE FLORIDA C.A.NUMBER:25846
54"TO 114" 48"TO 99" 68"TO 145" 60"TO 126"
2x4 L-BRACE
X ROOF TRUSS(BY OTHERS)WITH PICAL AT EACH END OF
(TY
2x6 L-BRACE ll 5"TO 182" 100"TO 158" 146"TC 232" 127-TO 201
—,------BRACE(IF REQUIRED) CONTINUOUS LATERAL BRACING)
NOTE: s mm;
00
—TO REPLACE(1)ROW OF LATERAL BRACING NAIL DIAGONAL BRACE TO TRUSS
BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER
i 1-1 A
INSTALL 2x4 No.2 SYP T-BRACE NAILED TO WEB WITH(3)NAILS
FLEXIBLE FINISHES ARE WOOD SIDING,F ARDI-PANEL, i I I I "_ _� 0
BRICK VENEER,ETC. EACH PLY OF TRUSS WEB AT 6"O.C.WITH CONTINUOUS LATERAL BRACE(QUANTITY
s
o
RATED ROOF SHEATHING 1 0.131"x 3"NAI LS TO REPLACE(2)ROWS OF AND LOCATION DEFINED BY TRUSS
SHOP
0.4
>
i LATERALBRACING INSTALL 2x6 No.2 SYP
2x L-BRACE NAILED TO DRAWING.)
VERTICAL WEB WITH T-BRACE NAILED TO EACH PLY OF TRUSS
------- WEB WITH 0.131 x 3"NAI LS @ 6"O.C. NAIL CONTINUOUS LATERAL BRACE TO '4' s
0.131"x 3"NAILS @ 6"O.C.
EACH TRUSS WEB WITH(2)NAILS
w VERTICAL WEB IN GABLE
ROOF TRUSSES(BY OTHERS)
ENC TRUSS
<
0 NOTES:
2x LOOKOUTS AT 48"O.C.
(3)TRUSSES M1141MUM 1) CONTINUOUS LATERAL BRACES SHALL BE 2x4
w NOTE: F R NTINUqpS LATERAL BR�
CE
> No.3 SYP OR 2x4 No.2 SPF OR BETTER(U.O.N.) CO?ENTS:
In 1 C. T-BRACING TO BE USED WHEN CONTINUOUS
z SPACING(SEE TABLE),, LATERAL BRACING IS IMPRACTICAL.
I W, .11 .1 1 1 L___X 2) ALL NAILS SHOWN SHALL BE 0.131'x 3"NAILS
(U.O.N.)
rB SECTION-TYPICAL T-BRACE DETAIL-TYPICAL LATERAL TRUSS BRACING
rA DETAIL-TYPICAL VERTICAL BRACING AT GABLE END E
Z5
E
2x4 SYP BLOCKING BETWEEN (3�)0.131"x 3Y4'TOENAILS
H2.5A AT EACH L DOKOUT NAIL BRACE TO BLOCKING WITH(5)0.131'x 3Y4'NAILS AT EACH LOOKOUT TO NUT&3"x 3"xX"WASHER
LOOKOUTS JAILS
2x4 LOOKOUTS 48*0.C.FOR TOP CHORD OF TRUSS. (SEE THREADED ROD ASSEMBLY DETAILS.)
EXTERIOR SHEATHING SHALL 2x6 BLOCKING BETWEEN TRUSSES WITH
OVERHANG 2x4 BLOCKING 12"LONG2x SCAB(MATCH BOTTOM CHORD)WITH XY
BE NAILED TO BOTTOM CHORD
OF TRUSS WITH ROOF SHEATHIN (AS NOTED) (3)0.131'x 3Y4"NAILS EACH END REQUIRED BETWEEN SPACERS-ffA_IL w/(3)0.131"x 3"NAILS
LOOKOUTS
0.1 31"x 2 1/2"NAILS @ 6"O.C. ROOF SHEATHING(AS NOTED)
(U.O.N.ON WALL LAYOUT) 2x BARGE RAFTER BOTTOM CHORD OF GABLE END TRUSS
'7 2x4 LOOKOUTS @ 48"O.C.
FOR OVERHANG
BALLOON FRAMED STUDS
THREADED ROD ASSEMBLY
(AS NOTED) FASCIA(BY OTHERS)
SINGLE PLATE NAIL TO TRUSS SECTION A-A
BOTTOM CHORD NITH 0.131 x 3 Y4' 2x4 LOOKOUTS @ 48"O.C.
NAILS @ 6"O.C. H3 CLIP OR EQUAL AT EACH H3 OR EQUAL AT i
LOOKOUT EACH LOOKOUT
GABLE END TRUSS(DROP GABLE) FILE COPY
--ROOF SHEATHING(AS NOTED)
2x6 BRACE SPACED @ 48"O.C. CLIENT:
j
UNLESS OTHERWISE NOTED TOP CHORD OF GABLE END BUCKY DAVIS
DETAIL-BALLOON FRAMED GABLE END(LOW CEILING VAU.T) ON ROOF LAYOUT. TRUSS
�,�D-6 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN/112 OF EXTERIOR ROOF PITCH ADD 2x4 T-BRACE NAILED @ 6"O.C. VERTICAL WEB OF GABLE ENC.- PROJECT:
WITH 0.131"x 2 Y2"NAILS IF BRACE TRUSS t 38 PARADISE PRESERVE
H2.5A AT EACH LC OKOUT 8
LENGTH EXCEEDS 9'-0'. -Z
0
I - (730 PARADISE LANE)
2x4 LOOKOUTS @ 48"O.C.FOR NUT&3"x 3"x X"WASHER Im —
:9 JOB NUMBER:16.05gl ICIUNI:DL)VAL
OVERHANG
A
ROOF SHEATHING(AS NOTED) LSTA12,LTP4,OR SDWC 15600 12"LONG SCAB SCALE: y1f
2x4 SYP BLOCKING BETWEEN @ 48--o.c. (MATCH BOTTOM CHORD) _-E 8 =1'-0"(U.O.N.)
E
DO NOT SCALE THIS DRAWING
LOOKOUTS WITHY2"SPACERS
--BALLOON FRAME)STUDS SEE DETAIL"G"ON SD-6 RELEASE DATE: 07-25-16
WHERE THREADED RODS
(AS NOTED) REVISIONS:
ARE SPECIFIED.
GBC CLIP-(2)REQUIRED AT EACH BRACE —BOTTOM CHORD OF GABLE
DOUBLE PLATE I, END TRUSS
TOENAIL BOTTOM CHORD OF GYPSUM BOARD CEILING
INTERIOR VAULT
---A
TRUSS TO DOUBLE PLATE WITH
——EXTERIOR SHEAT-IING SHALL BE fix 3Y4"NAILS @ 8"O.C. (2)2x—DOUBLE PLATE DRAWN BY: CMF
_--THR CHECKED BY:
NAILED TO UPPER PLY OF 0.131 EADED ROD ASSEMBLY
Nil DOUBLE PL NOTE:
ATE WITH 2x4 DRYWALL BACKING INSTALLED ALL MEMBERS SHALL BE#2 SYP. 2x STUDS FSS
TITLE:
/9 0.131"x 2 Y2"NAI LS @ 6"0.C. CONTINUOUSLY BETWEEN BRACES
(U.O.N.ON WALL IAYOUT) 1__,A, t TRUSS BRACING AND
GABLE DETAILS
DETAIL-BALLOON FRAMED GABLE END(HIGH CEILING VAL LT) tl�F SECTION-GABLE END DIAGONAL BRACING SECTION-PLATFORM FRAMED GABLE END SHEET:
INTERIOR CEILING PITCH EXCEEDSX2 OF EXTERIOR ROOF PITCH THREADED ROD NOT SHOWN FOR CLARITY -6
SD
INSTALL SPH CLIPS AT 32"O.C.AT DOUBLE ULSBERG
NOTE: ZY' PLATE
ATTACH DOUBLE PLATE TO STUD PER ENGINEERING, INC.
OH
DETAIL"G"ON SD-7 ALTERNATE:MSTA24 STRAP LOOPED OVER 11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
UPPER LEVEL STUD EXTERIOR BEAM(AS NOTED) DOUBLE PLATE NAILED WITH(6)10d x 1 XY NAILS
INTO EACH SIDE OF STUD 21 jhuIseng@bellsouth.net'
CS16 STRAP(CUT TO LENGTH)FROM UPPER DOUBLE PLATE UPPER LEVEL STUD
FLORIDA C.A.NUMBER:25846
STUD TO BEAM BELOW @ 32-O.C.(U.O.N.). CS16 STRAP(CUT TO LENGTH)FROM UPPER
NOTCH BEAM AS REQUIRED TO .512
NAIL INTO UPPER STUD WITH(11)10d AND NAIL 28
STUD TO HEADER BELOW @ 32"O.C.(U.O.N.). ff
INTO BEAM WITH(11)10d NAILS. FIT BENEATH DOUBLE PLATE I M
1
NAIL INTO UPPER STUD WITH(11)1 Od AND NAIL 0,
BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE INTO HEADER WITH(11)10d NAILS. %ne';t
BEAM BEARS ON(2)2x-JACKS
BEGIN NAILING 1"MINIMUM BELOW TOP OF (TYPICAL-U.O.N.) BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE
BEAM CONDITION: 1 NAILING NOT REQUIRED BETWEEN UPPER SILL
PLATE AND LOWER DOUBLE PLATE. 2 %A0-
BEAM(AS NOTED) (NOTCHED BEAM)
Of- Ajj
FLOOR SYSTEM(AS NOTED) N-5
F=
DETAIL-UPPER LEVEL STUD OVER BEAM BEGIN NAILING V MINIMUM BELOW DOUBLE
PLATE
THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED
0
DOUBLE PLATE
NAIL SHEATHING TO DOUBLE PLATE WITH
CO�IIVIENTS�/
(2�)ROWS OF 0.131'x 2 Y2'NAI LS @ 6-O.C.
MONOLITHIC FOUNDATION-EXTERIOR LOWER LEVEL HEADER(AS NOTED)
NAIL SHEATHING ALONG BOTTOM OF HEADER T-O.C.
X8"x 6'TITEN HD SCREW ANCHOR
or Y8"x 6"SCREW ANCHOR BY HURRI-BOLT,INC. INSTALL DSP CLIPS @ 24"O.C.OR 9
or Y8"THREADED ROD SET 4Y2"INTO ADHESIVE SPH @ 32-O.C.
G DETAIL-CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW E
EXTERIOR BEAM(AS NOTED)
STEMWALL FOUNDATION-EXTERIOR
THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED
DOUBLE PLATE
X"THREADED ROD SET 7'INTO ADHESIVE
BEAM INSTALLED BENEATH DOUBLE PLATE
INTERIOR APPLICATIONS- BEAM BEARS ON(2)2x JACKS
IF EDGE DISTANCE EXCEEDS 5" (TYPICAL-U.O.N.)
Metal Connector Fastening Schedule
USE MONOLITHIC CONDITION CONDITION: 2 Simpson ID USP ID Uplift Capacity(Ibe) Fasteners Anchorage(U.O.N.) 1
A35 MPAI NO (12)0.131"x 1W n/A
(112)0.162"x 21N or(12)0.162'x 31N SM"%W 7'embed
PAU68-TZ 2300(SYP) (12)0.162*x 21/Vor(12)0.1182'x 31/7 5/8"md 7embed
ABU44-Z PAU44--TZ
(DROPPED BEAM) ARLISS-Z 2200(SYP) .9
---------- ........ .... ------- --------------------------------------- ------- 0
CS1 6 RS150 17DS(SYP or SPF) (11)0.148'x 3'in each end-(22)total n1a
DETAIL-TYPICAL DTT2-Z INSTALLATION DETAIL EXTERIOR BEAM TO WALL CONNECTION DSP RSPT6-2 775(SYP or,SPF) M)U.I 45"x 1 M."Into studs n1a
(6 0.148'x ll/,.*Into double plate
(USP DTB-TZ SIMILAR) DTT2Z DTB-TZ 2145(SYP)1835<SPF) (8)Y4)c 1%"SDS IN vvl 4'/."embed(mono)and 7�'embed(stem)
G8C HC520 n/a (5)0.131"x 1%"into gable brace n1a
(7)0.13V x 2%'into double plate
H2.5A n1a:use 1177 600(Syp) (5)0.1 31'x 2%"in each end-(10)total n1a
MONOLITHIC FOUNDATION-EXTERIOR H2.5T n1a:use R17 545(SYP or SPF)
(5)0.131'x 1%'In each end-(10)total n1a
JI H3 R73A 455(SYP) (4)0.131'x 2%"In each and 2
(8)total nfA
X2"X 12-TITEN HD SCREW ANCHOR ALTERNATE ANCHOR: R6...........------------------- ------------------------------------ ---------------------------- .........----------------------------
or Y8"THREADED ROD SET 7"INTO ADHESIVE J- H8 RTRA 745(SYP) (5)0.1 `x 11A'in each end-(10)tatal n1a
Y2"X 6'TITEN HD 1-1008 n1a:use UPHD8 7630(S YP)5495(S P F) (20)Y.'x 3"SDS 7/8'vd 15"embed(SET4113 epoxy only)
77 d(stem)
1-101.18 PHDO 6970(S YP)5020(S P F) (20)%'x 3*S DS 718'vd 15"embed(SET-XP epoxy on
EXTERIOR BEAM (MECHANICALLY GALVANIZED) HDU6 PHD5 5645(SYP)4065(SPF) 04)Wx 21/.'SDS 518'vd 7'embed(mono)and IT embe
STEMWALL FOUNDATION-EXTERIOR IV) - F
-----------
(AS NOTED) WITH 2-XY8"WASHER -----------------------twitkid---------------------------------1-8,10"-(S y-P--)----------------- 8-'--x--1 1A-7 ---------------4,"-er,bed, Im
X8'THREADED ROD SET 12'INTO ADHESIVE L HTS20,HTS24orHTS30 HTW20,HTVV24orH7W30 1450(SYP)1245(SPF) (10)0.148'x 3'in each end-(20)total nfa 16
H6 CLIP FROM 113
HTSM16 or HTSM20 HTVVM16orHTWM20 1175(SYPI (0)0.148'x 3"into mad n/a
INTERIOR APPLICATIONS- POST TO BEAM (4)%"x M'Tlten into CM-U CLIENT:
(4)YV x 11/4"Titen into concrete
IF EDGE DISTANCE EXCEEDS 5"USE LAP BEAM PLIES AND HTr4 HTr4 4235(SYP)3640(SPF) (18)0.162'x 2/,' 5M"yd 7'am bed(mono)and 17 embed(stem) BUCKY DAVIS
X2of x 12"TITEN HD SCREW ANCHOR NAIL AS SHOWN-(5) HTT5 HTT5 5090(SYP)4375(SPF) (20)0.162*x 2Yz" 518"Yd Tembed(mono)and 12"embed(stem)
LTP4 MP4F n/a 0 2)0.131'x I W n/A
or Y8"x 8"TITEN HD SCREW ANCHOR 0.131'x 3X"NAILS PER PLY LSTAIS LSTA18 1235(SYP)1110(SPF) (7)0.148�x 3'in each end-(14)total n/8 PROJECT:
I--, LTS12 L7W1 2 775(SYP)665(SPF) (8)0.146"x 3"in each end-(12)total n1a
or Y8"THREADED ROD SET 6"INTO ADHESIVE 38 PARADISE PRESERVE
PT POST(AS NOTED) MSTAZ4 MSTA24 IM(SYP)1455(SPF) (9)0.148'x Tin each end-(18)total n1a 2
MSTAM24 MSTAM24 1500(SYP or SPF) (9)0.148'x 3'into wood wa
(730 PARADISE LANE)
DETAIL-TYPICAL HTT5 INSTALLATION (5)Y4'x 2%"Titen into CMU
rc H6 CLIP FROM POST (5)Wx 11/,"Tite I n I into concrete JOBNUMBER: 111INTY:
�-7 (LISP PHD5 SIMILAR) TO BEAM MSTA30 MSTA30 2050(SYP)11820(SPF) (11)0.149'x 3'in each end-(22)total n/a 1 DUVAL
PT POST(AS NOTED) MSTA36 MSTA36 2050(SYP or SPF) (13)0.148*x 3'in each end-(26)total n/a SCALE:
MSTAM36 MSTAM36 1870(S YP or S P F) (13)0.148'x 3'into v4food n/a
EXTERIOR BEAM
ABU POST BASE (8)W x 2Y.-Titan into CMU 1 1-011(U.0.N.)
E 8
MONOLITHIC FOUNDATION-EXTERIOR (AS NOTED) (8)%,x lw/.'Tden into concrete E
(AS NOTED) MTS 12 or MTS20 MTW12 or MTW20 1000(SYP)860(SPF) (7)0.148'x 3*In each end-(14)total n1a 8 DO NOT SCALE THIS DRAWING
(ij 0.1 48'x 3'into wood n/a. 4
/8"THREADED ROD SET 15-INTO ADHESIVE MTSM16 or MTSM20 H7WMI6 or HIWM20 860(syp) RELEASE DATE:
COPY
PL�N VIEW AT TOP OF POST THREADED ROD (4)Y.x 2%"Titen into CMU a
0. 8 07-25-16
WITH NUT SET IN (4)%'x 11/."Titen into concrete 2
STEMWALL FOUNDATION-EXTERIOR .0 ADHESIVE PASI TA51 .2"0(SYP or SPF) (14)0,16T x 2*N'or(14)0.182'x 31/7 4"embed REVISIONS:
SPH4orSPH6 SPTI-14 or SPTH6 680(SYP)5WSPF) (12)0.148'x I I/V nfa
...........---1111111-11-1------------- -----------------------------------1--1------------- -----------
THREADED ROD SET 15-INTO ADHESIVE r(7"EMBEDMENT) SSO -------------------------------- 350(SYP orSPF) (4)0.148"x I%*into studs n/a
7- (3)0.148'x I%*Into double plate
INTERIOR APPLICATIONS- S7HD14 STAD14 4210(SYP or SPF) (30)O�148*x Y., 14"embed
DRAWN BY:
IF EDGE DISTANCE EXCEEDS 5"USE Notes: CMF
M 21
11.All connectors are manufactured by Simpson Stronq-Tle or USP Structural Connector$(U.O.N.) CHECKED BY:
I a I
X8"THREADED ROD SET 8"INTO ADHESIVE
2.SYP=Southern Pine;SPF=Spruce-Pine-Fir 3� FSS
Lj
3.Mono monolithic concrete;stem-masonry sternwall or bond beam 9 TITLE:
14.Anchorage refers to threaded anchors vAth noted diameters and embedment depths METAL CONNECTOR
SIDE VIEW AT BASE OF POST
DETAILS
DETAIL-TYPICAL HDU8 INSTALLATION P� DETAIL-TYPICAL CONNECTIONS AT EXTERIOR POST Le
SHEET:
(LISP PHD6 SIMILAR) 4�
SD-7
ULSBERG
ll, HENGINEERfNG, INC.
DOUBLE PLATE 11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
21 jhulseng@bellsouth.net
FLORIDA C.A.NUO�R:2.5846
SFA4p
0,
a 0 0
N
7
0
0 HEADER(AS NOTED)MAY BE RAISED TO BOTTOM
'79A
0 0 OF DOUBLE PLATE-MINIMUM(3)2x4 REQUIRED AT �o
No.
0 TOP OF OPENING WITH RAISED HEADER.
-TOM
AT
0
0 7
0 1
,J�-T
0 0
FASTEN SHEATHING TO HEADER LID
IN 3"GRID PATTERN AND FASTEN
(2)MSTA30 STRAPS
SHEATHING TO ALL FRAMING @ 3"O.C.
/o/
9MME"UTS:
NOTE:SHEATHING ONLY SHOWN FOR
USE 0.131"x 2y2"NAILS AT ALL LOCATIONS(U.O.N.)
NARROW WALL SECTION.
o
2 REMAINING SHEATHING NOT
FASTEN PLATE TO HEADER —/o SHOWN FOR CLARITY.
0
W/(2)ROWS OF 0.131"x 3 @ 3"O.C. 0
MINIMUM(3)STUDS
'7/
0
MINIMUM(3)STUDS
0 '�y 0'o
0 /0
0 a o
0 /o
0
MINIMUM /w
16
0 04 0,
RATED SHEATHING
0
'-�w o
NAIL BLOCKING TOGETHER
W/(3)EVENLY SPACED
0.131"x 3 Y4"
2 FL �ai vopy
0/0".( 0
STHD14 EMBEDDED STRAP 0/0
o
(OR HTT5 IF NOTED) 0/�y 0 0 CLIENT:
w 0 lb/ BUCKY DAVIS
Y8"EPDXIED ANCHOR BOLT STHD14 EMBEDDED STRAP PROJECT:
W/(7)MIN.EMBEDMENT W/ o '�'sy 0 lo'd
— (OR HTT5 IF NOTED) 38 PARADISE PRESERVE
0 0
MINIMUM 2"x 2"X X16" 0
(730 PARADISE LANE)
PLATE WASHER 0 0 COUNT
JOB NUMBER: Y:
? 0 41T
/0 0 0 16-0591 DUVAL
oz 7/ 0 SCALE:
A�114 /0/ 0 CONCRETE FOOTING 0 l'-O"(U.0-N.)
/0 o/ 0 E
E
< PER FOUNDATION PLAN DO NOT SCALE THIS DRAWING
4 RELEASE DATE:
07-25-16
i TFEV-ISIONS
DRAWN BY:
J] CMF
CHECKED BY:
FSS
TITLE:
APA WALL DETAIL
DETAIL-NARROW WALL METHOD DETAIL
SHEET:
Ll
SD-8