1680 MARITIME OAK DR - STRU DRAWINGS 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 Building 1. The scope of these plans is limited to the structural requirements cf 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 W1.4x1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, 6 HENGINEERING, INC.
and flashing requirements are not addressed in these plans. or fibermesh reinforcement shall be used with a minimum fiber length of."to 2" 11481 OLD ST.AUGUSTINE RD.,SUITE#202
I JACKSONVILLE,FL.32258
DESIGN CRITERIA: complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per P:904.886.2401 F:904.260.4367
2. It is the intent of the Engineer of Record(Enoineer)that this work be performed in cubic yard in accordance with manufacturer's recommendations.
www.HulsbergEngineering.com
conformance with all requirements of the authorities having jurisdiction over this type
Wind Design Method ASCE 7-10
FLORIDA C.A.NUMBER:25846
of construction and occupancy. 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and
Basic Wind Speed: 130 mph E
0
Building Risk Category: 11 other deleterious material.Structural fill shall be compacted to a density of at least
Wind Exposure: B(Enclosed Structure) 3. The contractor is responsible for the means'and methods of construction. Itisthe P
95%of the Modified Proctor Maximum Dry Density(ASTM D1 557).Termite protection
plamas"mm -
contractor's sole responsibility to determine the procedure,sequence,and temporary C.
Building Classification: Residential shall be provided in accordance with applicable code requirements. If soil treatment lt4SE
Type V Construction bracing as to insure the safety of the buildino and its component parts during is used,the treatment shall be done after all excavation, backfilling,and compaction
Building Type:
Wind-Borne Debris: NOT located in the wind-borne debris region construction.
is completed.
Z It,
4. The contractor shall verify all conditions and dimensions at the job site prior to
, Cr
Unless otherwise noted,project site considerations shall be the responsibility of the 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be
LU
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
Z
determination of grade elevations,drainage features,and special requirements (ASTM D 1557)for a depth of at least two feet(2'-0")below the bottom of the footing.
5. The contractor shall supply,locate,and build into the work all inserts,anchors,angles, t;*
associated with FEMA flood hazard and/or DEP zones.
plates,openings,sleeves,hangers,slab depressions,or other components as may be
11. The following minimum concrete cover shall be provided for reinforcement:
required to attach and accommodate other work.
DESIGN DEAD LOADS: 3" Concrete cast against and permanently exposed to earth
- 1 7 'kW'90N,PE
2" Concrete exposed to earth or weather
6. All details and sections shown on the struct6ral drawings are iniended to be typical #41 it ailiOtno.50791
Floors: 1 1/2"Concrete not exposed to earth or weather
The design floor dead load of 12 psf assumes a floor system utilizing wood decking or and shall be construed to apply to any simil�r situation elsewhere in the work except COMMENTS:
where indicated otherwise.
wood subflooring over wood truss,wood I-joist,or solid sawn lumber framing. The loor 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 b 3 minimum lengths:
0
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 inr cases of conflict between the structural #5 bars: 26"minimum
X J
drawings and any drawings prepared by others prior to commencing work.
Roofs: #6 bars: 32"minimum
() I
Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss)
Concrete or Clay Tile: 15 psf 8. It is the owner's and/or contractor's responsibility to obtain 6 soils exploration report. 13. Reinforcement in footings shall be bent around corners or corner bars shall be useco.3- W
The design of the project structure assumeE an allowable soil bearing capacity of E
Refer to Architectural Plans for Roof Covering System 0 0
1.
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 If 11
noted assumptions. All requirements for site preparation and soi:coropaction
DESIGN LIVE LOADS: reinforcing steel.Support items which bear on exposed concrete surfaces shall havemw was
specified in the soils report shall be followed unless more stringent requirements are 9C 2
ends which are plastic tipped or stainless steel. UJ Z
specified in these plans. 0
Floors: 0
Exterior Balconies: 40 psf MASONRY: 0
40 psf CONCRETE: LL
Exterior Decks: !Zi
LL
Stairs: 40 psf(or 300 lb point load) General:
0
1. All concrete work shall be in accordance with"Building Code Requirements for MAN
toarages: 50 psf(or 2000 lb point load) 0 W6
0
All Other Areas: 40 prsf Structural Concrete,"ACI 318-11,and"Specification for Structural Con-crete,"ACI 301 1. All masonry work shall be in accordance with"Building Code Requirements for C1
Masonry Structures,"ACI 530-11,and Specifications for Masonry Structures,"ACI UJ IL CC
W =11 0
2. All concrete shall have the following minimum compressive strength at 28 days: tu (31
Attics: 530.1-11 W
Without Storage: 10 psf Slabs on grade,footings,and misc.coicrete: fc=250OD. si UJ UJ
Structural slabs,walls,beams and columns: fc=3000psi OWNS CC hi
With Limited Storage: 20 psf 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of >
With Storage: 30 psf(fixed stair access) Designated radon zones only-all concrete: f c=30013-psi 2000 psi per ASTM C1 019.Grout shall be mixed to provide a slump between 8"to 11 LLI >
3. Cement shall conform to"Specification for Flortland Cement"1AST I'v!C1150) 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used
Roofs:
Less than 4:12 slope: 20 psf in brick veneer.
(I STM C33)
4:12 slope or greater: 16 psf 4. Aggregate shall conform to"Specification for Concrete Aggregates" CLIENT:
4. The contractor shall be responsible for the design and installation of all flashing. RIVERSIDE HOMES
DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious arnounts of oil,acids,alkalis,salts,organic
material or other substances that are deleterious to concrete or stee�reinforcement. Concrete Masonry(CMU):
PROJECT:
Walls: 122 ATLANTIC BEACH C.C.
2
Wind loads with plaster or stucco finish: L/360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the 1 Concrete masonry units(CMU)shall be ASTM C90-1 1 B, Hollow Load-Bearing
structural drawings.All reinforcing details sLI conform to"Details and Detailing of
Wind loads with other brittle finishes: L/240 Concrete Masonry Units, normal weight,with a minimum compressive strength of
Z (WEST INDIES-C)
Wind loads with flexible finishes: L/1 20 or L/1 80* Concrete Reinforcement,"ACI 315, unless detailed otherwise oil the structural 1900 psi(f m=1500 psi). JOBNUMBER: 6.1660 ICIUITI:DL]VAL
drawings. I
L/1 80 for exterior walls with interior gypsum board finish. 8 SCALE:
.3
Floors: 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following X1
8 =1'4'(I.I.O.N.)
7. Tolerances for foundation and slab alignment as well as placemel-It of reinforcement E
Live Load: L/480 minimum lengths: E
shall be in accordance with"Standard Tolerances for Concrete Cc:-Istruction and #4 bars: 20"minimum DO NOT SCALE THIS DRAWING
Total Load: L/240
RELEASE DATE:
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
12-20-16
#6 bars: 30"minimum REVISIONS:
Roofs:
Live Load: L/240 3. Grout all cells containing vertical reinforcement in 6-0"maximum lifts.
Total Load: L/1 80
DRAWN BY:
4. Provide cleanouts;per ACI 530.1-11 in the bottom course of masonry when the wall
L� CMF
height exceeds 5'-0".
CHECKED BY:
MJ13 FSS
5. Beam reinforcement shall be continuous across control joints. TITLE:
GENERAL NOTES
SHEET 1 of 2
SHEET:
S-1
Clay Masonry(Brick): 13. Fasten plies of 1 W wide engineered lumber as follows: WINDOW,DOOR AND SOFFIT PRESSURES:
2-ply beams with(3)rows of 0.131"x3%"nails @ 12"o.c. ULSBERG
1. Brick shall conform to ASTM C62,C216,or C652 for Building Brick,Facing Bricl,and 3-ply beams with(3)rows of 0.131"x3 W nails @ 8"o.c. (each side) 1. All window,door and soffit assemblies shall be designed to withstand the design ENGINEEWNG, fNC.
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 2) www.HulsbergEngineering.com
openings greater than 16"in either direction,and shall be spaced no more than W' 1 Structural steel shall conform to AISC Spec fications for Design and Fabrication and
:f FLORIDA C.A.NUMBER:25846
E
o.c.and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions).
a.Welded Connections: AWS D1.1 $40%
3 Strand wire veneer ties shall not be less in thickness than No.9 gage wire and hall oo** 15\Mt P
b.Structural Steel plates: ASTM A36(Fy=36 ksi)or ASTM A572(Fy=50 ksi)
have a hook embedded in the mortar joint. Sheet metal ties shall not be less thIn No. c.Structural Steel W-shapes: ASTM A992(Fy=50 ksi) WIND PRESSURES ON WINDOWS, DOORS &
X1, 04
,�sE
22 gage by 7/8"corrugated and fastened with 1 W galvanized roofing nails. d.Structural Steel Angles and Channels: ASTM A572(Fy=50 ksi)
SOFFITS (psf)
Adjustable or strand wire veneer ties shall be used at CMU walls. e.Structural Steel Rectangular HSS or Tubos: ASTM A500(Fy=50 ksi) i
'to
f. Structural Steel Round HSS or Pipe: ASTM A500(Fy=46 ksi)or Z C
4 Unless otherwise noted on the plans,a steel angle L4x4xl/4 shall be used for ASTM A53(Fy=35 ksi) AREA OF OPENING EDGE STRIP(6) INTERIOR ZONE (4) W).
. LL
supporting brick veneer over openings. This angle will not be required for arche LU
d
Pos Neg Pos Neg
windows where brick is self-supporting. If the length of the opening exceeds 64"then 2. All structural steel connections and fabricat ons shall comply with AISC specifications. S
the steel angle shall be attached to the wood framing with x 3"lag screws @ 12"
0 to 20 sf 18.3 -24.5 18.3 -19.8 1L
o.c.or SimpsonY4"x 3"SDS screws @ 12"o.c. 3. Steel shop drawings shall be provided to th 3 Engineer for approval prior to fabrication. I*' -S **0 L O?�
17.5 000
Z
20.1 to 50 sf -22.8 17.5 -19.1
_YWON,PE
50.1 to 100 sf 16.4 -20.6 16.4 -18.0
WOOD FRAMING: 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes
.0 1 P.LW54.50791
shall not be used. 100.1 to 200 sf 15.5 -19.1 15.5 -17.1 2 -
UUMMEN I b:
1. All wood framing has been designed in accordance with"National Design Spec'licatior 200.1 to 500 sf 14.7 -17.4 14.7, -16.5
(NDS)for Wood Construction,"2012 edition. 5. Bolts shall be installed to the"snug-tight"condition-u.o.n. Soffit Design Pressure 1 18.31 -24.51 18.31 -19.8
0
Base Design Pressure 15.50 pi ±0.18
2. Southern Yellow Pine member design incorporates design values for all sizes arid 6. All structural steel shall be shop-painted wilh SSPC Paint 15(red oxide)primer. Prior
OFFICE COPY
grades of visually graded Southern Yellow Pine dimension lumber per"Supplement to painting,steelwork shall be cleaned perSSPC 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 app ied as the final coat to all structural steel
surfaces exposed and visible to the exterioi of the structure. TYPICAL EDGE STRIP(5)
3. All wood members exposed to weather or in contact with masonry,concrete or E oil a=45
shall be treated with an appropriate preservative suitable for the exposure condi:ions. 8. Field touch-up after installation where required to restore final finish.
TYPICAL INTERIOR ZONE(4)
4. If ACQ treatment is used on any wood member,then all nailing shall require HARDWARE AND ANCHORS:
hot-dipped galvanized nails meeting ASTM All 53,Class C,or ASTM B695,Class 50.
If borate treatment is used then galvanizing is not required. 1. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie,
0
United Steel Products(USP), or Engineer approved equai.
5. Prefabricated wood trusses shall comply with NDS and"National Design Standard for
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
F1554,Grade 36.
6. All trusses shall be designed by the Truss Manufacturer's registered Engineer.
Z
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 loa( ASTM Al 53,Class C,or ASTM B695,Class 50.
capacity of the truss to truss connectors,and the manufacturer's license to fabricate
trusses utilizing the connector system proposed.The contractor shall approve
4. Anchor adhesives shall be either SET-XP c r AT-XP by Simpson Strong-Tie(with
fabrication and installation drawings showing size,shape and layout. Florida Product Approval)and installed acc:)rding to the manufacturer's instructions.
Holes shall be cleaned of all debris and brushed out prior to installation of anchor
CLIENT:
8. Jobsite handling and erection,including temporary bracing,during installation oi adhesive.
RIVERSIDE HOMES
trusses shall comply with TPI/W`TCA BCSI 1.
ROOF COVERING:
9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened ...
PROJECT:
to their supporting walls or beams with metal connectors as noted in the Truss 1. The contractor shall be responsible for thedesign and installation of the roof covering
122 ATLANTIC BEACH C.C.
2
A=
Connection Schedule. system. ...... 0 (WEST INDIES-C)
JOB NUMBER:
16 1660 COUNTY:
10. All gable ends shall be balloon framed or braced in accordance with the applica)Ie 2. Asphalt shingles shall comply with ASTM C 3161 and be installed according to the DUVAL
detail as shown in the structural drawings. manufacturer's requirements. 8 SCALE:
FF
8 V-0"(U.O.N.)
2
11. Guardrails,handrails,and guard in-fill components(Balusters and Panel 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:
12-20-16
12. Engineered lumber(LVL,Parallam or UTL)shall meet the following minimum m,terial 4. Standing seam metal roofs shall comply wi-h 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
DRAWN BY:
Fb=2,600 psi Fb=2,325 psi and valley material. CNIF
Fe=750 psi Fc=900 psi CHECKED BY:
MJB FSS
Fv=285 psi Fv=31 0 psi T
TITLE:
GENERAL NOTES
SHEET 2 of 2
SHEET:
-2
S
Ll
8--5-1- 45'-0" 8'-5-2"' JSTEMW��LL ULSBERG
15'-8" 2 T-10" 4'-7" HENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
m
cf) JACKSONVILLE,FL.32258
_4
P:904.886.2401 F:904.260.4367
www.HulsbergEngineering.com
L -i
24"x 24"x 12"PAD FOOTING FLORIDA C.A.NUMBER:25846
E
WITH(2)#5 EACH WAY
C�' 'E
(TYPICAL) 0/
C/) p's
U%111 0
I SEE DETAIL"E"ON SD-1 CO.
12'4� %
>
DOOR RECESS
0�
4"CONCRETE 3LAB WITH
m cr- =
6x6 W1.41.4 WWF OR F \Ao
Ljo a 'w U-1 =
FIBERMESH OVER 6 MIL
ING C�
VAPOR BARRIEf�COVER
"Z":
C
B 11 1 1 1 ) 0 s --1)
CLEAN AND COM�PACTED FILL co %
FLO
\R
Y, 4 Vb'N,PE
H .50791
W 5
7 (70MMEN I b:-------
OFFICE COPY
12'-6 71-92-1
3-8l
2 3-1 91-4
. ......................
......... ...............
........ .....
........ .....
............
E
48"x 30"x 12"PAD FOOTINC�/
C� WITH(3)#5 EACH WAY
U-) 0 1 1 1 1 1
C/) SEE DETAIL"P"ON SD-2 )C60
X1 SD-1Z
C14 co;
�,�-2
co cD
2" > 9'-471
8'-102-1"
31-61' 31-8" 51-611 6-1 2'-6"., 51-13"
r
ROVIDE RECESS
PROVIDE-- FOR SHOWER
RECESS
B FOR
SHOWER L —J I I
��D-1
CLIENT:
C?i
cn
RIVERSIDE HOMES
C�
cn
PROJECT:
v................
— — — ---------
122 ATLANTIC BEACH C.C.
r ........
.........
(WEST INDIES-C)
7
D JOB NUMBER: COUNTY:
NSD-1�F 16-1660 DUVAL
CJ SUGGESTED CONTROL JOINT
SCALE:
Ci— LOCATIONS(SEE DETAIL"T"ON SD-2) )/8 1'-0"(U.O.N.)
4 E
4--10" DO NOT SCALE THIS DRAWING
c') DENOTES TWO STORY �41
RELEASE DATE:
FOOTING CONDITION 12-20-16
REVISIONS:
24"x 24"x 12"PAD FOOTING—
CONTRACTOR SHALL VERIFY ALL DIMENSIONS
WITH(2)#5 EACH WAY
USING FINAL APPROVED FLOOR PLAN PRIOR
(TYPICAL) EMBEDbE STRAP AT E DRAWN BY:
TO CONSTRUCTION L5 CMF
GARAGE�DO ROPENING
SEE DETAIL"E"ON SD-1 -1 CHECKED BY:
SEE DETAIIJ 7"ON SD
MjB FSS
FF-r n-N--TRA r T
TITLE:
C/)
FOUNDATION PLAN
16'-2 6-2-21" 2'-7" 1 8'-311 81-3't
�'r-—1v SHEET:
45-011
FOUNDATION PLAN
S-3
FULL HEIGHT! WALL SHEATHING] NOTES: ULSBERG
E
C CONT ANS SD-7 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE HENGEI;EERING, INC.
*QNT�'3 AN 11481 OLD ST.AUGUSTINE RD.,SUITE#202
Sp S 4
r1l'(2)2x CONSTRUCTED WITH2x6SPF No.2 STUDS @ 16"O.C.
6 HEADER EACH REAR POST SHALL BE TREATED JACKSONVILLE,132258
_�W-3_ 2K 44 POST ON ABU44-Z POST BASE FOR PLATE HEIGHTS UP TO 10--1 X8"-U.O.N. P:904.886.2401 F:904.260.4367
www.HulsbergEngineering.com
BEAM(TYPICAL) STRAP POST TO EACH BEAM ABOVE
WITH(1)H6-Z CLIP OR(1)MSTA24-Z 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE FLORIDA C.A.NUMBER:25846
�2 JACKS� TYPICAL ALL POSTS-(I.I.O.N.) CONSTRUCTED WITH2x4SPF No.2 STUDS @ 16"O.C.
MIN. SEE DETAIL"F"ON SHEET SD-7
9
NOTE: FOR PLATE HEIGHTS UP TO 10'-1 X8"-U.O.N.
"N*"** 'IDS 0A1 515-
(3)2x10 HEA R E THIS OPEN PORCH CEILING A s 0.........
I
SD-7 3) THE FIRST FLOOR EXTERIOR WALL FINISH Is
2J .3 —SP-3 REQUIRES A MINIMUM X8"SHEATHING "BRITTLE�(STUCCO)-U.O.N.NOTIFY ENGINEER
FASTEN WITH 6d COM OR BOX
OF ANY VARIATIONS
NAILS AT 6"O.C.ON EDGES _j
AND 12"O.C.IN THE FIELD _j
OR
U-
U)
151
10 0................ ..
.......... PE
r-r"r,e I T.1"1-1-IMi 7 01
A2)2x6 BUILT-UP
POST(MIN.)
3)1 Y4"x 11 (2)1 Y4"x 9 Y4"LVL OFFICE COPY
—SW-3— i 1K 2J 11K 1w__L
C3)1 X 11
1 K
SHEARWALL LEGEND:
...... .... .... .......
....... ......... NON-BEARING WALL
BEARING WALL
2x6 FRAME
. ........ WALL SW-6
oil cc
U- SOLID BUILT-UP 2x6 BUILT-UP SHEARWALLS FASTENED WITH
�-5 ........I ORNER A
10 8d COM(0.131"x MY)NAILS @
TYPICAL ALL .... . .. 6"O.C.ON EDGES AND 12"O.C.
EXTERIOR WINDOW AND ON INTERMEDIATE SUPPORTS
DOOR OPENINGS -3
_SW
SHEARWALLS FASTENED WITH
8d COM(0.131"x 2 XY)NAILS @
O.0
3"O.C.ON EDGES AND 12
..........
..............
ON INTERMEDIATE SUPPORTS
CLIENT:
(3)2x4 BUILT�Up/_7 ..(-2)`2x6 BUILT-Uk. . ....... SHEATH BOTH SIDES OF WALL RIVERSIDE HOMES
POST(MIN.) POST(MIN.): AT INDICATED SHEARWALL
PROJECT:
NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"AND
SHALL BE NAILED @ 3"O.C.TOP AND BOTTOM PER 122 ATLANTIC BEACH C.C.
DETAILS"A"&"B"ON SHEET SD-3-U.O.N.
(WEST INDIES-C)
2)JACKS,
WOOD FRAMED HEADER LEGEND: 42 JOB NUMBER: COUNTY:
MIN. GARAGE DOOR NOTES 16-1660 DUVAL
SIZE SCALE:
1. INSTALL C�j MSTA30 STRAP AT EACH END 1'-0"(U.O.N.)
S73 OF HEADER E
OF GARAGE DOOR HEADER.NAIL STRAP E
ei(2)2x6 HEADER DO NOT SCALE THIS DRAWING
INTO HEADER AND JACKS BELOW.
2J (2)2x HE RELEASE DATE:
2K ADE
12-20-16
-END OF GARAGE _J _K
2. EMBEDDED STRAP AT EACH REVISIONS:
ITv7�
EACH FRONT POST SHALL BE TREATED DOOR OPENING SEE DETAIL"F"ON SD-1 nj JA -1
QUANTITY QUANTITY
44 POST ON ABU44-Z POST BASE (2)2)12 PORCH
—BEANZYPICAU OF JACKS OF KING STUDS
STRAP POST TO EACH BEAM ABOVE 3. 8'GARAGE DOOR SHALL BE RATED FOR A
DRAWN BY:
WITH(1)H6-Z CLIP OR(1)MSTA24-Z MINIMUM DESIGN PRESSURE OF 18.5 psf CMF
N
TYPICAL ALL POSTS-(U.O.N.) OTE:
CHECKED BY:
SEE DETAIL"F"ON SHEET SD-7 ALL WOOD FRAMED LOAD BEARING HEADERS L.
MjB/FSS
NOTE: SHALL BE MINIMUM(2)2X6 No.2 OR BETTER 2 TITLE:
THIS OPEN PORCH CEILING Ty ER rj/—(2)2xl2 HEADER)'4\ 6
(2)2x12 HEA1 SYP.ALL EXTERIOR HEADERS SHALL BE WALLLAYOUT
W_
2J 21 2J IV
2 EDK INSTALLED WITH MINIMUM(2)JACKS AND
REQUIRES A MINIMUM Y8"SHEATHING DD FIRST FLOOR
FASTEN WITH 6d COM OR BOX (1)KING STUD AT EACH HEADER.ALL INTERIOR
NAILS AT 6"O.C.ON EDGES LOAD BEARING HEADERS SHALL BE INSTALLED SHEET:
WALL LAYOUT-FIRST FLOOR
AND 12"O.C.IN THE FIELD WITH MINIMUM(1)JACK AND(1)KING STUD.(U.O.N.) S-4
Ll
I ULSBERG
E HENGINEERING, INC.
SD-7
11481 OLD ST.AUGUSTINE RD.,SUITE#202
EACH REAR POST SHALL BE TREATED JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
44 POST ON ABU44-Z POST BASE
21 www.HulsbergEngineering.com
STRAP POST TO EACH BEAM ABOVE
WITH(1)H6-Z CLIP OR(1)MSTA24-Z FQ,la,�C.A.NUMB�F:25846
E
0
___�75 TYPICAL ALL POSTS-(U.O.N.) NOTE: p
HOLDOWN SEE DETAIL"F"ON SHEET SD-7 ALTERNATIVE TO SSP/DSP AT DOUBLE PLATE,
$
DTT2-ZA (1)SIMPSON SDWC 15600 SCREW OR
ALTERNATIVE TO SPH AT DOUBLE PLATE,
HOLDOWN
(2)SIMPSON SDWC 15600 SCREWS STUD
z 0
TO DOUBLE PLATE PER SIMPSON DETAIL.
--------1--E L'u
LL
HTT
HOLDOWN
A�
DOUBLE
PLATE
x '2
< �**avi F%L
....................
tq PSON,PE
....... nit,
DOUBLE
PLATE
L PE No.50791
C61VM�NTS:
U)
0
0
af
OFFICE COPY
Tom
JLZH�OLDOWN
42
FI :E== STUD�� "SDWC 15600
(�8"TYP. TS24 AT HTS24 AT HTT SCREW
GIRDER BEAM HOLDOWN ELEVATION-SDWC 15600
...... ........ Z5
. ..... .. ....... OPTIMAL 22Y20 ANGLE
0
........ 30' -0
DOUBLE
....... PLATE
. ........ .......
C)
j dill
U-
....... /HTS24 AT /HTS24 AT
GIRDER BEAM 3" 1/4")
....... . ....... . . ....
....... SDWC 15600
SCREW
FE
STUDz"�
TS24 AT..
SKTION-SDWC 15600
................ .... .......
......F10...... ........... '-H T5 HTT5
CLIENT:
. ..... HOLDOWN HOLDOWN .......
RIVERSIDE HOMES
ANCHOR BCLTS @ 24"O.C. ........
GARAGE DOOR NOTES
PROJECT:
.. ....... 1. INSTALL( 122 ATLANTIC BEACH C.C.
_1)MSTA30 STRAP AT EACH END
OF GARAGE DOOR HEADER.NAIL STRAP
o (WEST INDIES-C)
75 INTO HEADER AND JACKS BELOW. JOB NUMBER: COUNTY:
H L DUVAL
0 DOWN 6-16607
2. EMBEDDED STRAP AT EACH END OF GARAGE t - —
SCALE: 1--o"(U.O.N.)
DOOR OPENING SEE DETAIL"F"ON SD-i X8
E
DO NOT SCALE THIS DRAWING
RELEASE DATE:
12-20-16
REVISIONS:
THREADED ROD LEGEND:
Y8"THREADED ROD FROM
NOTE�--__.*
FOUNDATION TO DOUBLE PLATE.
EACH FRONT POST SHALL BE TREATED DRAWN BY.
44 POST ON ABU44-Z POST BASE (4-MINIMUM EMBEDMENT REQUIRED) CMF
/HTT5 HTT
CHECKED BY:
STRAP POST TO EACH BEAM ABOVE �E
HOLDOWN�A MJB FSS
WITH(1)H6-Z CLIP OR(1)MSTA24-Z HOLDOWN Y,"THREADED ROD FROM
FOUNDATION TO UPPER TITLE:
TYPICAL ALL POSTS-(U.O.N.)
TIE-DOWN LAYOUT
FLOOR DOUBLE PLATE.
SEE DETAIL"F"ON SHEET SD-7 (4"MINIMUM EMBEDMENT REQUIRED) FIRST FLOOR
L5
SHEET:
TIE-DOWN LAYOUT FIRST FLOOR 0 HOLDOWN(AS NOTED)
INSTALLED AT SILL PLATE S-5
EIGHT WAL SHEATHINP] NOTES: ULSBERG
, HENGINEERfNG, INC.
1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6SPF No.2 � 2
6 11481 OLD ST.AUGUSTINE RD.,SUITE#202
STUDS @ 16-O.C.FOR PLATE HEIGHTS UP TO 9'-ly8'-U.C.N. JACKSONVILLE,FL.32258
51 P:904.886.2401 F:904.260.4367
ww HulsbergEngineering.com
2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH2x4 FLORIDA C.A.NUMBER:25846
E
SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-lY8'-U.O.N.
3) THE SECOND FLOOR EXTERIOR WALL FINISH IS'FLEXIBLE"(SIDING)-U.O.N.
NOTIFY ENGINEER OF ANY VARIATIONS. co E
cc
Lu
\O.
uj
0
cl
%
qL
THREADED ROD LEGEND: FLO,* INO
ke #01.
Y8"THREADED ROD FROM N,PE
FOUNDATION TO DOUBLE PLATE.
81 IRI c.50791
(4"MINIMUM EMBEDMENT REQUIRED) COMMENTS:
SSP TOP&BOTTOM @ 32"O.C. 3/8"THREADED ROD FROM
FOUNDATION TO UPPER
ANDY"x 02"SDS SCREWS INTO
FLOOR DOUBLE PLATE. OFFICE COPY
EACH INTERSECTING TRUSS BELOW
(4"MINIMUM EMBEDMENT REQUIRED)
0 HOLDOWN(AS NOTED)
INSTALLED AT SILL PLATE
SHEARWALL LEGEND:
d b
b 0
CN
z C") ........... NON-BEARING WALL
co
...... 2 w 0 BEARING WALL
0 M__j
ILT-UP C)W
U)M
POST(MIN.) SW-6
0 cj)Of
M LLI
06 SHEARWALLS FASTENED WITH
0
rN ....... 8d COM(0.131"x 2 XY)NAILS @
....... 6"O.C.ON EDGES AND 12"O.C.
a-
ui ON INTERMEDIATE SUPPORTS
TYPICAL ALL a M
z Of
SW-3
EXTERIOR WINDOW AND ....... FE
cui) 0 SHEARWALLS FASTENED WITH
C/) 0
DOOR OPENINGS __j
U-
. ........... . �2)2x6 BUILT-UF 8d COM(0.131"x MY)NAILS @
..............
.......... POST(MIN.) 3"O.C.ON EDGES AND 12"O.C.
ON INTERMEDIATE SUPPORTS
...........
oo O.C. CLIENT:
. ..... .. BOTTOM @ 32
RIVERSIDE HOMES
ANDY"x 4,Y2"SD�')SCREWS SHEATH BOTH SIDES OF WALL
INTO EACH INTERSECTING AT INDICATED SHEARWALL
TRUS
S BE-OW PROJECT:
NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"AND
SHALL BE NAILED @ 3-O.C.TOP AND BOTTOM PER 122 ATLANTIC BEACH C.C.
Z
DETAILS"A"&"B"ON SHEET SD-3-U.O.N. o (WEST INDIES-C)
WOOD FRAMED HEADER LEGEND: :9 JOB NUMBER: COUNTY:
16-1660 DUVAL
SIZE SCALE:
OF HEADER 1'4'(IJI.O.N.)
DO NOT SCALE THIS DRAWING
IDER
'--SSP TOP&BOTTOM @ 32"O.C. (2)2x—HEADER RELEASE DATE:
i K —A2-2Q-
_16
AND X"x 4 Y2"SDS SCREWS REVISIONS:
ITv
INTO FLOOR TRU3,S BELOW Pnl IA
rITY QUANTITY
Lc E @ 32"O.C. OF JACKS OF KING STUDS
DRAWN BY:
NOTE: L5 CMF
A CHECKED BY:
ALL WOOD FRAMED LOAD BEARING HEADERS
MJB/FSS
SHALL BE MINIMUM(2)2X6 No.2 OR BETTER TITLE:
SYP.ALL EXTERIOR HEADERS SHALL BE WALLLAYOUT
INSTALLED WITH MINIMUM(2)JACKS AND SECOND FLOOR
L51
WALL LAYOUT-SECOND FLOOR (1)KING STUD AT EACH HEADER.ALL INTERIOR 0
2 SHEET:
LOAD BEARING HEADERS SHALL BE INSTALLED
WITH MINIMUM(1)JACK AND(1)KING STUD,(U.O.N.)
0 (9� S-6
, HULSBERG
ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
www.. ulsbergEngineen'ng'.com
L B02 FLORIDA C.A.NUMBER:25846
0 04
CD B03
iol E
J02 --o' p
cr
B65
CO2 NOTE:
H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR \No
B06 LL.
CO3 SIDE OF THE WALL
XJ02
IL
lob
807 TRUSS CONNECTOR SCHEDULE
C04
0%
F L
C05 B08 TRUSS ID LEFT INTERMEDIATE RIGHT
.. ............. B09 It FESS SON,PE
11111111 No.50791
B10 H2.5T OR H2.5T OR H2.5T OR Z COMMEKTS:
ALL TRUSSES(ROOF)
SDWC 15600 SDWC 15600 SDWC 15600
Bll
o
NOTE:
1)ALL TRUSS CONNECTORS ARE BASED ON
OFFICE COPY
UPLIFTS COMPUTED BY ENGINEER OF RECORD
F06 E01 UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
SHALL BE DISREGARDED
:oI
2)THE TRUSS LAYOUT AND NUMBERING SYSTEM
LL
FQ&
FQ V SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER
2
. . .... DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR
APPROVAL BY THE ENGINEER OF RECORD AND THE
CONTRACTOR
.. .........
3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED
cl,
....... a AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR
LL
....... APPROVAL OF THE ENGINEER OF RECORD
....... ...
4)HTS24/HTS30 STRAPS MAY BE INSTALLED ON THE
INTERIOR SIDE OF WALL
ILL . . ..... . ........
5)REFER TO MANUFACTURERS INSTALLATION DETAILS
WHEN USING SDWC SCREWS
L J
A05.
...... .....
u I] m
CLIENT:
-09
T RIVERSIDE HOMES
. ....... . BEAM SCHEDULE
---2xl2 LE6GER wl(3)
4Y2'SDS SCREWS c: BEAM I.D. BEAM SPECIFICATIONS PROJECT:
4 122 ATLANTIC BEACH C.C.
2
F12 . ..... ra— AT EACH INTERSECTIN-i
LOOR TRUSS END Bmi (2)1 3/4"x 20"2.OE LVL
(WEST INDIES-C)
U
I F12A J24'O.C.MAX)
JOB NUMBER: COUNTY:
SCALE:
V-10"(U.O.N.)
2x6 TREATED LEDGER
2x6 TREATED LEDGER- 1 w/(4)0.131"x3"NAILS DO NOT SCALE THIS DRAWING
RELEASE DATE:
w/(4)0.131"x 3"NAILS AT EACH INTERSECTINS
—TRUSS WEB 12-20-16
AT EACH INTERSECTING 11 G02(8 III I l� Q3
-93L2
C REVISIONS:
TRUSS WEB
CMF
CHECKED BY:
MJB FSS
m' TITLE:
A01
LOWER ROOF LAYOUT
4'-0" 31-011
LOWER ROOF LAYOUT t T SHEET:
GABLE BRACE LOCATIONS
SEE DETAIL'I ON SD-6
S-7
, HULSBERG
ENGINEERING, fNC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
P:904.886.2401 F 904.260.4367
www.HulsbergEngiDeering.com
,F,1�91�@A C.A.NUMBER:25846
\No
N
%
relf
0,mmm%,�64MPSON,PIE
FL PE No.50791
GABLE BRACE LOCATIONS NOTE: �Z COMMENTS:
SEE DETAIL"F"ON SD-6 H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR
SIDE OF THE WALL
3'0" 3'0"
0
TRUSS CONNECTOR SCHEDULE
OFFICE COPY
TRUSS ID LEFT INTERMEDIATE RIGHT
-—- —-------- mol HTS24 HTS24
H01
H2.5T OR H2.5T OR H2.5T OR
ALL OTHER TRUSSES
SDWC 15600 SDWC 15600 SDWC 15600
Lol NOTE:
1)ALL TRUSS CONNECTORS ARE BASED ON
I"-HTS24 AT
UPLIFTS COMPUTED BY ENGINEER OF RECORD
....... TRUSS
....... UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
. . ........
SHALL BE DISREGARDED
...........
...........
2)THE TRUSS LAYOUT AND NUMBERING SYSTEM
IT' SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER
DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR
............
APPROVAL BY THE ENGINEER OF RECORD AND THE
TS24 AT CONTRACTOR
....... ....
......... ........ .. . TRUSS
3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED CLIENT:
T'
=:)(TRI
AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR RIVERSIDE HOMES
APPROVAL OF THE ENGINEER OF RECORD
PROJECT:
.23
. ......... . 4)HTS24/HTS30 STRAPS MAY BE INSTALLED ON THE
o 122 ATLANTIC BEACH C.C.
INTERIOR SIDE OF WALL 2
(WEST INDIES-C)
H01 5)REFER TO MANUFACTURER'S INSTALLATION DETAILS JOB NUMBER: COUNTY:
16-1660 DUVAL
WHEN USING SDWC SCREWS
liel SCALE: it
Y8 =l'-O"(U.O.N.)
DO NOT SCALE THIS DRAWING
RELEASE DATE:
3-0 33 12-20-16
REVISIONS:
GABLE BRACE LOCATION�
SEE DETAIL"F"ON SD-6
DRAWN BY:
-F CMF
21
CHECKED BY:
m JB/FSS
TITLE:
UPPER ROOF LAYOUT
21
UPPER ROOF LAYOUT SHEET:
S-8
OVERHANG EXTEND RAF rER PAST DIAGONAL ULSBERG
11-81f HENGINEEFJNG, INC.
OVERHANG 314" 11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
0.,131"x 3"NAILS @ 8"O.C. P:904.886.2401 F:904.260.4367
STAGGERED A'aROSS 0.131"x 3"NAILS @ 8"O.C. 21 www.HulsbergEngineering.com
ROOF SHEATHING\ ALL INTERSECTING ME ABERS ROOF SHEATHING STAGC-ERED ACROSS FLORIDA C.A.NUMBER:25846
INCREASE NAIL SIZE TO THROUC H TRUSS INTO F AFTER INCREASE NAIL SIZE TO\ ALL INTERSECTING MEMBERS
0.1 20"x 3"RING SHANK IN FROM OPPOSITE SIDES OF\IOTCH 0.1 20"x 3"RING SHANK IN
OVERHANG AREA OVERHANG AREA x p 0
E�l 0.0 Al N,,,
1 x6 T&G DECKI N
lx6 T&G DECKING---
FROM OPPI
cr
�D
NG M
�R
0
S
EMBERS
lbZ Luz
Lu
u
`*-�PRE-ENGINEERED TRUSS
c!)
`PRE-ENGINEERED TRUSS
2x6 RAFTER SLOTTED INTO GAP f
`,*-��BEARING WALL 2x6 RAFTER SISTERED TO SIDE —'*""�'BEARING WALL
BETWEEN CORNER HIP JACKS
OF TRUSS.LOWER RAFTER TO
LOWER RAFTER TO ALIGN WITH
ELEVATION ALIGN WITH BOTTOM OF T&G
�,PE
BOTTOM OF T&G ELEVATION
(i.e.RAFTER IS NOT CUT OR F 0791
NOTCHED) COMMEN
2x6 RAFTER SLOTTED INTO GAP
2x6 RAFTER SISTERED TO SIDE
BETWEEN 'ORNER HIP JACKS
o
LOWER RAFTER TO ALIGN WITH OF TRUSS.LOWER RAFTER TO
ALIGN WITH BOTTOM OF T&G OFFICE Cu"PY
9
BOTTOM CF T&G
(i.e.RAFTER IS NOT CUT OR NOTCHED)
__----BEARING WALL
A
OF
ALIC
(i.e.I
�PRE-ENGINEERED TRUSS
—PRE-ENGINEERED HIP TRUSS
LL
0
'\\BEARING 'WALL
PLAN VIEW
PLAN VIEW
CORNER HIP RAFTER DETAIL RAFTER TAIL DETAIL
DOUBLE PLATE 12'PLATE
LOAD BEARING—`"' CLIENT:
HEADER
RIVERSIDE HOMES
RANSOM
.4 PROJECT:
OTE: 122 ATLANTIC BEACH C.C.
WAT—TACH BOX BEAM TO
(WEST INDIES-C)
INTERSECTING JACK STUD
JOB NUMBER:
I ICOUNTY:
AT EACH END w/(4)0.131"x 3" 16-1660 DUVAL
SCALE:
TOENAILS TOP&BOTTOM X811 =V-0"P.O.N.)
MIN 8 ASTEN TOP&BOTTOM MEMBERS DO NOT SCALE THIS DRAWING
REQUIRED T� RELEASE DATE:
BETWEEN EACH PLY w/0.131"x 3"NAILS 12-20-16
@ 6"O.C.(TYP) --
REVISIONS:
TRANSOM&
WINDOW
-----�3)2x6 SYP No.2 BOX BEAM
TOP OF WINDOW I DOOR OPENING w/FLATWISE 2x6 SYP No.2
DRAWN BY:
TOP&BOTTOM CMF
21
CHECKED BY:
MJB/FSS
TITLE:
----WINDOW/SLIDING
DETAILS
GLASS DOOR
SECTION-TRANSOM FRAMING T 16-WIDE OPENINGS SHEET:
-9
s
,BRICK VENEER WITH 1"AIRSPACE ULSBERG
AND WALL TIES BRICK VENEER WITH 1"AIR (1)#5 CONT. ENGINEERING, INC.
SPACE AND WALL TIES H
E:1 CONT.FLASHING;PROVIDE WEEP HOLES FILL JOINT WITH ELASTOMERIC SILL PLATE .9
6 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"
x P:904.886.2401 F:904.260.4367
SILL PLATE, GROUT AIR SPACE BELOW FLASHING 11 WEEP HOLES @ 33"O.C. CONCRETE SLAB I a,
< MAX.) L5
2 GROUT AIR SPACE BELOW 6"MIN. 21 www.HulsbergEngineedng.com
CONCRETE SLAB -9
SILL FLASHING GRADE--\ CONCRETE SLAB FLORIDA C.A.NUMBER:25846
P LATE 2
CONCRETE SLAB
RA
x
N, 11)#5 CONT, E
RAD
'Apso
CMU STEMWALL WITH(1)#4 48-O.C. C14 &
G 7 ........
AND IN EACH CORNER. X
X
8"CMU STEMWALL WITH(1)#4 48"O.C.
FILL /X,
CELL SOLID AT EACH#4 REBAR.
AND IN EACH CORNER. C=, 2�1
M/ HOO
OF BLOCKS AND 6"INTO FOOTING.
K
REBAR 12"INTO UPPER COURSE
2�\/xl FILL CELL SOLID AT EACH#4 REBAR. cc s
T-0" ONE STORY-(2)#5 CONT.
HOOK REBAR 12"INTO SLAB AND 6"INTO
6"
go, FOOTING. T-4- TWO STORY (2)#5 CONT.
5
V-8" ONE STORY (2)#5 CONT.
C,
V-8" ONE STORY (2)#5 CONT. V-5-' ONE STORY-(3)#5 CONT.
V-8- TWO STORY (3)#5 CONT.
TWO STORY-(3)#5 CONT.
V-8" TWO STORY (3)#5 CONT. V-9" FLP�2
1:��l
PIE
SECTION-STEMWALL WITH BRICK SECTION MONOLITHIC WITH BRICK rD_'� SECTION-STEMWALL AT GARAGE SECTION MONOLITHIC AT GARAGE 791
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS.
F--CONCRETE SLAB
F _1
SILL PLATE OFFICE COPY
04
CONCRETE SLAB ILL
w-41 I
PL)TE CONCRETE SLAB
V
00 1
GRAA DE m I 1 0
CONCRETE SLAB -
GRADE
GRADE
GRADE-�
(1)#5 CONT.
#5 CONT. T t
8"CMU STEMWALL WITH(1)#4 48"O.C. zo 0
V X x �4
C14 �L /(/Z/� - F A
AD
EACH CORNER. 0 N
D 8"x 16"CMU TO INSIDE 0 0
>>
FILL CELL SOLID AT EACH#4 REBAR. STEMWALL AT POST LOCATION
WITH(1)#4 VERTICAL IN EACH
HOOK REBAR 12"INTO SLAB AND 6"INTO
FOOTING.
6" ONE STORY-(2)#5 CONT. (AS NOTED) REINFORCEMENT(AS NOTED)
V-8- ONE STORY-(2)#5 CO T. V-4" TWO STORY-(2)#5 CONT. AS NOTED REINFORCEMENT(AS NOTED)
V-8" TWO STORY-(3)#5 CONT.
B SECTION-STEMWALL SECTi DN MONOLITHIC SECTION-PAD FOOTING AT PORCH STEMWALL SECTION PAD FOOTING AT THICKENED EDGE
�Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT D�-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS.
BRICK VENEER WITH 1"AIRSPACE ALTERNATE:MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAIL R ON SHEET SD-2)
CLIENT:
AND WALL TIES
RIVERSIDE HOMES
CONT.FLASHING;PROVIDE WEEP HOLES STHD14 STRAP NAILED TO
@ 33-O.C. -BRICK VENEER WITH 1"AIR SPACE GARAGE DOOR POST.
-& PROJECT:
GROUT AIRSPACE BELOW FLASHING AND WALL TIES ct) PA51 STRAP NAILED TO GARAGE
-i EMBED STRAP INTO FOOTING 122 ATLANTIC BEACH C.C.
:;�z U) DOOR POST.BEND STRAP INTO
Z AS SHOWN.
CONT.FLASHING;PROVIDE WEEP
(1)#5 CONT. 20 FOOTING AS SHOWN. (WEST INDIES-C)
HOLES @ 33"O.C. 0 <
SILL PLATE
CN 0 Lu < JOBNUMBER: 6.1660 ICOUNTY:
6"MIN. I w w
FILL JOINT WITH ELASTOMERIC GROUT AIR SPACE BELOW FLASHING -0
C.0 DUVAL
JOINT FILLER cn w SCALE:
U-
2 SILL IGHT OF CURB VARIES(8"MAX,) Z 0
11A 11 11 AL 11 10 Y811 l'-O"(IJI.O.N.)
C? F LATE —CONCRETE SLAB 44 WITH 6"HOOK INTO FOOTING E
z Lu
_0 DO NOT SCALE THIS DRAWING
ONCRETE SLAB GR�DE- AND BENT 12"MINIMUM INTO C.,
GRADE-A THICKENED EDGE.
8"CMU STEMWALL WITH(1)#4 48"O.C. REVISIONS:
AND IN EACH CORNER. 4
I
FILL CELL SOLID AT EACH#4 REBAR. 4 4
7
<GRADE
HOOK REBAR 12"INTO UPPER COURSE
DRAWN BY-
5
CMF
OF BLOCKS AND 6"INTO FOOTING.
14 x;x>>
V-5" ONE STORY-(3)#5 CONT.
CHECKED BY:
1-1,4' TWO STORY-(3)#5 CONT, NOTE: MJB FSS
T-8" ONE STORY-(2)#5 CONT.
V-8" TWO STORY-(3)#5 CONT. REINFOR IT IS N T REQUII TITLE:
TO PASS THROUGH SLOTS IN STRAP. FOUNDATION DETAILS
SHEET 1 of 2
SECTION-STEMWALL AT GARAGE WITH BRICK SECTI DN-MONOLITHIC AT GARAGE WITH BRICK rF DETAIL-PA51 INSTALLATION(STEMWALL) DETAIL-STHD14 INSTALLATION (MONOLITHIC) SHEET:
�Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT ��SD�-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. SD-1
SHO
MONOLITHIC FOOTIN 3 (2)MSTAM36-Z STRAPS ULSBERG
<
WER AREA
SHOWER AREA
F� NAIL EACH STRAP TO CRIPPLE STUD ENGINEERING, INC.
8"CMU STEMWALL WITH(13)1 Od COM NAILS 11481 OLD ST.AUGUSTINE RD.,SUITE#202
3"MAXIMUM OVERHANG
JACKSONVILLE,FL.32258
FORM EDGE (OPTIONAL) FASTEN STRAP TO FOUNDATION P:904.886.2401 F:904.260.4367
PLAN VIEW 00 www.HulsbergEngineering.com
I<
PLAN VIEW CONCRETE SLAB w WALL WITH�8,4'x 2 X"CONCRETE
<
SCREWS IN MASONRY OR FLORIDA C.A.NUMBER:25846
E
o
A!� �8)4'x 1 X"CONCRETE
CREWS INTO CONCRETE.
p s
0/v
CONCRETE SCREWS SHALL BE
6"MIN. (1)#4 CONT. #5 CONT. POWERS NTAPPER"WITH PERMA-SEAL, CO '�15
GRADE- ) �<-'
L - FINISH OR EQUAL.
HEIGHT OF CURB VARIES < .8"CMU STEMWALL WITH(1)#4 @
SILL 1)#4 CONT. STRAP SHALL BE COVERED WITH
/48"O.C.AND IN EACH CORNER.
P C=)
CONCRETE SLAB PL4 FILL CELL SOLID AT EACH#4 SIDING OR STUCCO
HEIGHT OF CURB VARIES(8"MAX.) 0<
Z �J_ REBAR.HOOK REBAR 16"INTO Z
NOTE:
PORCH SLAB AND 6"INTO
C> GR kDE THIS DETAIL MAY BE SUBSTITUTED F
X =OR
CONCRETE SLAB ZI
FOOTING. OR
I
GR 6 EITHER THE PA51 STRAP(STEMWALL)
Ad/x�>>
RE V-8" (2)#5 CONT. OR
THE STHD14 STRAP(MONOLITHIC). PE
8"CMU STEMWALL WITH(1)#4 48"O.C.
CD
- I, /I , �l
C? > 0791
AND IN EACH CORNER.
/> COMMENTS:
SECTION-PORCH STEMWALL DETAIL- EMBEDDED STRAP ALTERNATE
FILL CELL SOLID AT EACH#4 REBAR. L rR
X,
HOOK REBAR 12"INTO SLAB AND 6"INTO
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTAC
FOOTING. T
6" ENGINEER FOR ADDITIONAL REQUIREMENTS.
1`0" ONF:(;TnRY-(9)#5 CONT.
l'-8" ONE STORY-(2)#5 CONT. OFFICE COPY
l'-4"' TWO STORY-(2)#5 CONT. S
2
l'-8" TWO STORY-(3)#5 CONT. NOTE: W.
E
SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS)
AS SOON AS THE CONCRETE HAS HARDENED ENOUGH
NOT TO BE DAMAGED DURING THE CU71NG PROCESS.
SECTION-STEMWALL AT EXTERIOR WALL SHOWER SECTI DN-MONOLITHIC AT EXTERIOR WALL SHOWER
�D-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT CONCRETE SLAB (TYPICALLY 1-4 HOURS IN WARM WEATHER)
ENGINEER FOR ADDITIONAL REQUIREMENTS.
10 0 jjr� 's
\7;;\�\ t
X//\X
FILL CUT WITH 1"DEEP xY8"WIDE SAW
ELASTOMERIC CUT AT DENOTED
FILLER LOCATIONS.
CONCRETE SLAB GRAD 1)#5 CONT.
SILL
8"CMU STEMWALL WITH(1)#4 @
PLATE CONCRETE SLAB
1/48"O.C.AND IN EACH CORNER.
q7-7-4 r-
c�> CD
I . / . ' '' 4
FILL CELL SOLID AT EACH#4 Z
7 77
>/ 7� REBAR.HOOK REBAR 16"INTO z4
0 PORC
H SLAB AND 6"INTO
FOOTING.
CONCRETE SLAB—//
V-411 ONE STORY-(2)#5 CONT. V-0" (1)#5 CONT. 11-81' (2)#5 CONT
l'-8" TWO STORY-(3)#5 CONT.
CLIENT:
�H SECTION SECTION-PORCH STEMWALL WITH BRICK SECTION-TYPICAL SAW-CUT CONTROL JOINT RIVERSIDE HOMES
INTERIOR BEARING K ECTION-THICKENED EDGE
�D2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT �D2
�D2
ENGINEER FOR ADDITIONAL REQUIREMENTS.
PROJECT:
122 ATLANTIC BEACH C.C.
(WEST INDIES-C)
JOB NUMBER:
fCOUNTY:
16-166 QLJVAL
CURB HEIGHT VARIES BEARING POST(AS NOTED� TREATED POST SCALE:
C Y811=l'-O"(LI.O.N.)
ONCRETE SLAB
SILL CONCRETE SLAB ABU POST BASE WITH
CONCRETE SLAB PAVERS BY OTHERS DO NOT SCALE THIS DRAWING
PLATE
GALV.ANCHOR EMBEDDED
8 RELEASE DATE:
CURB HEIGHT VARIES 12"(SET-XP ADHESIVE) s
12-20-16
uj
REVISIONS:
C/)
< 7�\
0 X
z
40 0
8"TALL,12"SQUARE GROUTED
CMU OR CAST-IN-PLACE CONCRETE t DRAWN BY:
PEDESTAL ON 247 24"X 12"PAD CMF
21
(AS NOTED) REINFORCEMENT(AS NOTEIJ) FOOTING WITH(2)#5 EACH WAY
8" (1)#4 CONT. .0 CHECKED BY:
ONE STORY-(2)#5 CONT. 2'-0" MJB/FSS
TWO STORY-(3)#5 CONT. TITLE:
FOUNDATION DETAILS
SECTION-BEARING STEPIDOWN SECTION-NON-BEARING STEPIDOWN (�'_U� DETAIL-PAD FOOTING AT PAVERS SHEET 2 of 2
ECTION-INTERIOR BEARING PAD FOOTING
�D2
�D2 �D2 SHEET:
SD-2
/16"C R%2"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF ROOF COVERING(BY OTHERS) ULSBERG
ly32"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF ROOF TRUSSES
'Y32"RATED SHEATHING,EXPOSURE I-METAL ROOF HENGINEERING, INC.
FASTEN WITH 0.113"x 2 Y8"RING SHANK 11481 OLD ST.AUGUSTINE RD.,SUITE#202
N)dLS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
CONNECTOR AT EACH TRUSS www.HulsbergEngineedng.com
(SEE TRUSS CONNECTION SCHEDULE) FLORIDA C.A.NUMBER:25846
o
NOTE:
TRUS)S TO WALL CONNECTION CORNICE DETAIL A P S 0
Al
HARDWARE MUST BE INSTALLED o
zz
(BY OTHERS) �s
CO
.M E
ON THE EXTERIOR SIDE OF THE
GYPSUM BOARD
WAL
2x No.2 SPF OR No.2 SYP cr
SUBFASCIA WITH(2)0.131'x 3
(2)2x—SYP#2 DOUBLE PLATE(U.O.N.) 0< uj
ENDNAILS AT TRUSS(U.O.N.)
0
WALL SHEATHING SHALL EXTEND TO TOP OF
DOUBLE PLATE IN ALL LOCATIONS AND SHALL
A0
BE NAILED @ 3"O.C.TO THE TOP PLATE OF THE
A,P E
DOUBLE PLATE(NAILING MAY ALSO BE ZO
STAGGERED ACROSS BOTH PLATES) IZZ 50791
COMMENTS:
o
SEE DETAIL"F"ON SDA FOR BETWEEN FLOOR OFFICE COPY
CONNECTIONS
ROOF COVERING(BY OTHERS)
;/16"OR ly32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF 2x—SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM
'Y32"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF ROOF TRUSSES 2Y3
BOARD WITH 0.131"x 3/4"NAILS @ 6-O.C. 2"RATED STURD-I-FLOOR(T&G)SHEATHING
lY32"RATED SHEATHING,EXPOSURE I-METAL ROOF GLUED AND NAILED.FASTEN WITH 0.131"x 2Y2"
FASTEN WITH 0.1 13"x 2 Y8'RING SHANK RING SHANK @ 6"O.C.ON EDGES AND 12"O.C.IN
C.
NAILS @ 6"0. ON EDGES AND INTERMEDIATE SUPPORTS. THE FIELD.
CONNECTOR AT EACH TRUSS
(SEE TRUSS CONNECTION SCHEDULE) X8'CLEARANCE BETWEEN PANELS
BETWEEN FLOORS FLOOR JOIST(I-JOIST SHOWN,SAWN JOIST
SIMILAR-SEE SECTION"C"ON SDA FOR OPEN
NOTE:
TRUSS TO WALL CONNECTION CORNICE DETAIL WEB TRUSS)
HARDWARE MUST BE INSTALLED (BY OTHERS)
GYPSUM BOARD
ON THE EXTERIOR SIDE OF THE
WALL GYPSUM BOARD
2x—No.2 SPF OR No.2 SYP
NAIL JOIST TO PLATE WITH(2)0.131 x 34'
SUBFASCIA WITH(2)0.131"x 3/4' '�_(2)2x SYP#2 DOUBLE PLATE(U.O.N.)
TOENAILS
ENDNAILS AT TRUSS(I.I.O.N.)
(2)2x—SYP#2 DOUBLE PLATE(I.I.O.N.)
WALL SHEATHING SHALL EXTEND TO TOP OF
DOUBLE PLATE IN ALL LOCATIONS AND SHALL
RIM BOARD(LSL OR LVL)
BE NAILED @ 3"O.C.TO THE TOP PLATE OF THE
ly32"FULL LENGTH RATED SHEATHING,EXPOSURE 1. DOUBLE PLATE(NAILING MAY ALSO BE 'X32"FULL LENGTH RATED SHEATHING,EXPOSURE 1. CLIENT:
"x 2Y2' NAILS@ 6"O.C.ON STAGGERED ACROSS BOTH PLATES) FASTEN WITH 8d COM OR 0,131'x MY NAILS @ 6"O.C.ON
RIVERSIDE HOMES
FASTEN WITH 8d COM OR 0.131 93
EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS, EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. GYPSUM BOARD
(U.O.N.)(BLOCK ALL EDGES) (U.O.N.)(BLOCK ALL EDGES)
'z PROJECT:
2x_SPF#2 STUDS @ 16"O.C.-U.O.N. ".�2x SPF#2 STLIDS@ 16"O.C.-U.O.N.
APPLY SHEATHING HORIZONTALLY FOR STUCCO (SEE WALL LAYOUT) 2 122 ATLANTIC BEACH C.C.
APPLY SHEATHING HORIZONTALLY FOR STUCCO (SEE WALL LAYOUT) 4-Z
o
(WEST INDIES-C)
APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1 APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1
JOB NUMBER: COUNTY:
RATED OR 15/32"RATED SHEATHING MAY BE RATED OR 15/32"RATED SHEATHING MAY BE .21
INSTALLED VERTICALLY. 5� IR-1660 DUVAL
INSTALLED VERTICALLY. SCALE:
111 =1 1-011(U.0.N.)
0 8
DO NOT SCALE THIS DRAWING
RELEASE DATE:
INSET WALLy2"FOR STUCCO APPLICATIONS
INSET WALL/2"FOR STUCCO APPLICATIONS--, 12-20-16
REVISIONS:
WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE 2x TREATED SYP#2 SILL PLATE WITH WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE 2x TREATED SYP#2 SILL PLATE WITH
IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.0
IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. SIMPSON Y8'0 x 6"TITEN HD SIMPSON?8"0 x 6"TITEN HD
(OR TITEN HD ROD COUPLER) DRAWN BY:
(OR TITEN HD ROD COUPLER) /Z
.SIX =t- -- 11 CMF
i; - T7_!___ WITH 3"x 3"xy4"WASHER @ 24"O.C. ii-, WITH 3 x 3"x/4"WASHER @ 24"O.C.
CHECKED BY:
MjB FSS
TITLE:
FRAMING DETAILS
SHEET 1 of 3
K`A-� SECTION-TYPIQAL EXTERIOR ONE STORY WALL SECTION-TYPICAL EXTERIOR TWO STORY WALL SHEET:
�-3
-3
SD
SHEATHING '__�_SILL PLATE(BELOW) ULSBERG
2x—CORNER FRAMING FULL
FIELD NAILINO HEIGHT STUDS(TYPICAL) HENGINEERING, WC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
2x SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND (2)ROWS OF 0.131"x 3 4 JACKSONVILLE,FL.32258
'g NAILS @ 12"O.C.
SHEATHING 5XTENDS DOWN ONTO P:904.886.2401 F:904.260.4367
BOARD WITH 0.131"x 3Y4'NAILS @ 6-O.C. STAGGERED(TYPICAL) www.HulsbergEngineering.com
RIM BOARD MINIMUM 6"
TO ALLOW F�R NAILING
FLORIDA C.A.NUMBER:25846
E
EDGE NAILING AT SOLE PLATE
2x—BAND BOARD PER TRUSS MANUFACTURER 2x6 OR W FRAMED WALL
RIM BOARD
SILL PLATE(BELOW) ........
Y8"CLEARANCE BETWEEN PANELS E
ROWS 0.1�1"x MY NAILS 000"
BETWEEN FLOORS RAGGERED 1@ 6"O.C.REQUIRED '��2x4 CORNER FRAMING FULL HEIGHT STUDS
2 IN UPPER ANb LOWER SHEATHING MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED
X32"RATED SHEATHING RIM BOARD- _4 'Alob cf-- s
0
WITH(4)0.131�x 3 X"NAILS TO EACH ADJACENT
NAIL TO TRUSSES WITH(6)0.131"x 2Y2"NAILS. MIN.X8"SPAC'=BETWEEN PANELS
STUD
0
SHEATHING EXTENDS ABOVE DOUBLE u�
TOENAIL TRUSS TO PLATE WITH ALTERNATE:INSTALL SOLID STUD IN THIS
PLATE MINIM JM 6"TO ALLOW FOR SPACE
y NAILING 2x4 CORNER FRAMING FULL HEIGHT STUD
(2)0.131"x 3,4"NAILS
DOUBLE PLATE(U.O.N.) �_EDGE NAILING AT DOUBLE PLATE PE
ROWS OF 0.131"x 3 791
2A FRAMED WALL NAILS @ 12"O.C.
DETAIL SECTION-TYPICAL FRAMING AT 900 CORNERS
SECTION-TYPICAL OPEN WEB FLOOR TRUSS F TYPICAL SHEATHING NAILING BETWEEN FLOORS
0
SD-4
*NFFICE COPY
NAIL SCAB TO TOP CHORD WITH
METAL CONNECTOR REQUIRED METAL CONNECTOR
(4)0.131"x 3 X"NAILS
(SEE CONNECTION SCHEDULE) NOT REQUIRED
ADD 2x4 VERTICAL SCAB IN EACH
TRUSS IF NO WEB IS PRESENT
0.131"0X" NAILSTYPICALAT
UPLIFT CONNECTOR(AS NOTED)
RCH TRUSS DOUBLE PLATE
DOUBLE PLATE
2x4 SPF BLOCKING-NAIL WITH(2)
2x4 X-BRACE ACROSS LENGTH OF
0.131'x 3Y4"NAILS AT EACH END SHEARWALL 2x SPF#2 STUDS @ 16"O.C.
2x SPF#2 STUDS@ 116"O.C.
END NAIL OR TOENAIL) \L 1
\[,L
NAIL SCAB TO PLATE WITH(3) CONCRETE 10d CUT NAIL
THREADED ROD ASSEMBLY OR
0.131"x 3 X"TOENAI LS @ 24"0.C.OR "'x 3 1"TAPCON
QUICK-TIE AT NOTED SPACING 7 4
TRUSS(AS NOTED) SCREW @ 32"O.C.
TRUSS BOTTOM CHORD 2x4 BLOCKING BETWEEN TRUSSES 2x TREATED SYP#2 2x TREATED SYP#2
TOENAILED TO DOUBLE PLATE WIT-1
ILL PLATE SILL PLATE
NAIL PORCH SHEATHING AS NOTED 0.131"x 3Y4"NAILS @ 4"O.C. 7.
EXTERIOR FRAMED WALL DOUBLE PLATE
MINIMUM Y16"RATED SHEATHING, UPLIFT(ROOF)-RODS OR QUICK-TIE FLOOR LOAD ONLY OR
EXPOSURE I FASTEN AS NOTED ROOF WITH UPLIFT RELEASED
ON WALL LAYOUT(BLOCK ALL EDG=-S) CLIENT:
RIVERSIDE HOMES
SECTION-EXTERIOR WALL PERPENDICULAR TO TRUSS SECTION-INTERIOR SHEARWALL PERPENDICULAR TO TRUSS /—METAL CONNECTOR OR METAL CONNECTOR
SEJ,) SECTION ONLY APPLIES WHEN REFERENCED BLOCKING REQUIRED (AS NOTED) PROJECT:
(AS NOTED) SIMPSON SDWC 15600 SCREW
122 ATLANTIC BEACH C.C.
@ 32"O.C.-U.O.N.
4-:
(WEST INDIES-C)
NAIL EACH END OF BLOCKING T6 :9 JOB NUMBER:16.1660 ICOUITY:DLIVAL
DOUBLE PLATE DOUBLE PLATE c
B TOM CHORDS WITH(3)0.1311�0,4" 8 SCALE:
3:
TRUSS(AS NOTED) //—INSTALL 2x4 BLOCKING BETWEE q 2x SPF#2 STUDS @ 16"O.C. 1 11 =1 1-011(U.0.N.)
,----SHEA 1. 8
E
2x4 SPF NAILER-NAIL TO TOP PLATE WITH TRUSS BOTTOM CHORDS @ 12"O.C. THING(AS NOTED) E DO NOT SCALE THIS DRAWING
SIMPSON SDWC 15450 SCREW 01.
0.131'x MY'NAILS @ 6"O.C. 2x SPF#2 STUDS @ 16"O.C. @ 32"O.C.-U.O.N. RELEASE DATE:
BOTTOM CHORD OF TRUSS _j 2-20-
16
NAIL EACH BLOCK TO DOUBLE P ATE WITH(3) ANCHOR BOLTS AT NOTED 2x TREATED SYP#2
0.131"x 3 X"NAI LS SPACING(48'O.C.MAXIMUM) SILL PLATE
2x TREATED SYP#2 NCHOR BOLTS AT NOTED
NAIL PORCH SHEATHING AS NOTED DOUBLE PLATE SILL PLATE PACING(32"O.C.MAXIMUM) DRAWN BY:
7 77—. 71 T
CMF
EXTERIOR FRAMED WALL
MINIMUM X16"RATED SHEATHINC-, CHECKED BY:
EXPOSURE I FASTEN AS NOTED MjB FSS
ON WALL LAYOUT(BLOCK ALL E GES) SHEARWALL UPLIFT(ROOF)-SCREWS TITLE:
FRAMING DETAILS
SHEET 2 of 3
K`E--� SECTION-EXTERIOR WALL PARALLEL TO TRUSS SECTION- INTERIOR SHEARWALL PARALLEL TO TRUSS rK"� SECTION-INTERIOR WALL CONDITIONS(BEARING AND/OR SHEARWALL) w
Sl�-4SHEET:
THIS SECTION ONLY APPLIES WHEN REFERENC:-:D 75
-4
Ll SD
(TYPICAL DOUBLE PLATE SPLICE) NOTE:REFER TO DETAIL"N"ON SD-5 FOR NAILING
48"MINIMUM SPLICE LENGTH REQUIREMENTS AROUND OPENINGS IN WALL TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT ULSBERG
MINIMUM NAILING OF TYPICAL HEADER TO KING STUD CONNECTION (2)2x—SYP#2 DOUBLE PLATE(U.O.N.)NAIL HENGINEERING, INC.
(16)0.13 1"x 3"NAI LS I N TH I S ZON E. (SEE TABLE) PLATES WITH 0.131"x 3"NAILS @ 8"O.C. 11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
NAIL EACH ILY OF KING AND JACK STUDS TOGETHER WITH STAGGERED
P:904.886.2401 F:904.260.4367
JOINT IN LOWER PLATE iol�T IN UPPER PLATE L5
TYPICA
("S E E T�
/0.131"x 3"N\ILS @ 6"O.C.STAGGERED
F TYPICAL STUD TO DOUBLE PLATE 2) www.HulsbergEngineedng.com
CONNECTION
JACK STUD AND KING FLORIDA C.A,NUMBER:25846
E
STUD REQUIREMENTS 2
(SEE WALL LAYOUT) SPH4 6 INSTALLED HORIZONTALLY
sc)
2x SPF#2 STUDS @ 16"O.C.(U.O.N.) A
-0 SE
ZBUILT-UP HEADER VVI I m 0.13 1 x 3 4
NAILS @ 12"O.C.TOP AND BOTTOM HEADER TO KING NAILING
NAILING AT STUD
(U.O.N.) 0 :12
STUD TO PLATE NAILING TO DOUBLE PLATE ----NAIL EACH PLATE TOJA KSTUD 2x6 (3)NAILS PER PLY
_j
:'uj
STUD SIZE ENDNAIL TOENAIL
WITH�3)0.131'x 3/4"NAILS-TOENAIL LL
2x8 (4)NAILS PER PLY — %
OR E DNAIL(TYPICAL) k
'2
2x4 (2) (3) i
'0 "',
2x`10 (5)NAILS PER PLY
ON,PE
2x6 (3) (4) FLdW
202 (6)NAILS PER PLY .50791
2x8 (4) (5)
9Y2"OR
94
2xlO (5) (6) DOUBLE SILL REQUIRED VVHERE OPENING LVL (5)NAILS PER PLY
0
WIDTH EXCEEDS 61"(ILI.O.N.)
11 Y8"OR 111"
4
---JOINTIII SILLPLAtE LVL (6)NAILS PER PLY CDFFICE COPY
NA 14"LVL (7)NAILS PER PLY
IYD 1%�I'
BU I LT-U P CORN ER POST ILING AT STUD
Z TO SILL PLATI
16"LVL (8)NAILS PER
it
4"MIN.;
It It It lul
u u u u It
It 2"MAX. .12"MAX. 2x—TREATED SYP#2 SILL PLATE
ANCHOR BOLT(AS NOTED) BUILT-UP POST(WHEN NOTED ON WALL LAYOUT TYPICAL STUD TO SILL PLATE
CONNECTION
DETAIL-TYPICAL WALL FRAMING CONDITIONS NAIL EACH PLY WITH 0.131"x 3)/4"
NAILS @ 6-O.C.STAGGERED (SEE TABLE)
ALL NAILS NOTEDARE 0.131"x 34"
—DOUBLE PLATE NAILING
NAIL SHEATHING TO HEADER WI I m ki-
ROWS 0.131"x 2Y2"NAILS @ 6"O.C.
DOUBLE PLATE WE, NAIL SHEATHING TO HEADER WITH(6 —----------------------------------
0.131"x 2,y2'AT EACH END(TYPICAL)
3"O.C.NAILING WITH 0.131"x MY NAILS a CLIENT:
JACKS AND KING STUDS INTO BOTTOM(TYPICAL) RIVERSIDE HOMES
(AS NOTED)
PROJECT:
--HEADER(AS NOTED) NAIL SHEATHING TO KING STUD
@ 112"O.C.MINIMUM. 122 ATLANTIC BEACH C.C.
2x BLOCKING(TYPICAL)
(WEST INDIES-C)
�3)0.131"x 3 X"TOENAILS AT EACH JOBNUMBER: ICOUNTY:
ND(TYPICAL) EDGE NAILING PER SHEARWALL DUVAL
SCALE:
REQUIREMENTS. NAILS MAY BE 11 1 1-011(U.0.N.)
NAIL EACH SILL PLY TO KING s,rUD 8
STAGGERED ACROSS TWO JACK
DO NOT SCALE THIS DRAWING
WITH�3)0.131"x 34'NAILS-TC ENAIL STUDS. 42
OR E DNAIL(TYPICAL) RELEASE DATE:
12-20-1
EDGE OF PANEL(TYPICAL)
BEVEL BLOCKING AS REQUIRE)FOR REVISIONS:
MINIMUM 1 Y2"NAIL PENETRATI DN INTO
MAIN FRAMING MEMBERS.(TYPICAL)
(2)2x—SILL DRAWN BY:
ANCHOR BOLT REQUIRED WITHIN It CMF
SHEATHING MAY CANTILEVER UP TO 2" OF KING JACK UNIT-MAY BE CHECKED BY:
MAXIMUM PAST SUPPORTS.ALL LOCATED ON EITHER SIDE. MJB/FSS
WINDOW ATTACHMENTS MUST BE ANCHOR BOLTS AS REQUIRED TITLE:
FRAMING DETAILS
ANCHORED INTO 2x MEMBE 6. DROPPED HEADER CONDITION
FLUSH HEADER CONDITION
SHEET 3 of 3
DETAIL-TYPICAL ARCH TOP OPENING DETAIL-OPENINGS WI_'H SOLID SAWN, LSL, LVL, OR PSL HEADER SHEET:
�-5
S D-5
END VERTICAL BRACING REQUIREMENTS LAST TRUSS IN ROW REQUIRING BRACING
BRITTLE FINISH FLEXIBLE FINISH NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS ULSBERG
_2x4 BLOCKING-TOENAIL OR ENDNAIL RATED ROOF SHEATHING HENGINEERING, WC.
BRACING 16"O.C. 24"O.C. I 1O.C. 24"O.C. EACH END TO ADJACENT TRUSS WITH
11481 OLD ST.AUGUSTINE RD.,SUITE#202
(3)NAILS JACKSONVILLE,FL.32258
"0 67"
NONE REQUIRED 0"TO 53" 0"TO 47" 0 0"TO 59" ---NAIL DIAGONAL BRACE TO INTERMEDIATE
P:904.886.2401 F:904.260.4367
ROOF S 1EATHING WEBS WITH(2)NAILS
2x4 L www.HulsbergEngineering.com
-BRACE 54"TO 114" 48"TO 99" 68"TO 145" 60"TO 126" CD I I
2x4 SPF No.2 DIAGONAL BRACE
FLORIDA C.A.NUMBER:25846
ROOF T RUSS(BY OTHERS)WITH I (TYPICAL AT EACH END OF o
2x6 L-BRACE 115"TO 182" 1100"TO 158" 1 14670232" 1127"TO201"
------'BRACE i IF REQUIRED) CONTINUOUS LATERAL BRACING)
NOTE:
s
TO REPLACE(1)ROW OF LATERAL BRACING NAIL DIAGONAL BRACE TO TRUSS
BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER
FLEXIBLE FINISHES ARE WOOD SIDING,HARDI-PANEL, INSTALL 2x4 No.2 SYP T-BRACE NAILED TO WEB WITH(3)NAILS
c
b. -**
EACH PLY OF TRUSS WEB AT 6"O.C.WITH
BRICK VENEER,ETC. > >
RATED ROOF SHEATHING ONTINUOUS LATERAL BRACE(QUANTITY
<
< 0.131"x 3"NAI LS TO REPLACE(2)ROWS OF
0 AND LOCATION DEFINED BY TRUSS SHOP
2X L-BRACE NAILED TO LATERA BRACING INSTALL 2x6 No.2 SYP
DRAWING.)
VERTICAL WEB WITH T-BRACE NAILED TO EACH PLY OF TRUSS U-1
-------L--- WEB witH 0.131"x 3"NAILS @ 6-O.C. NAIL CONTINUOUS LATERAL BRACE TO
0 131"x 3"NAILS @ 6"O.C.
EACH TRUSS WEB WITH(2)NAILS
—VERTICAL WEB IN GABLE -------
ICU
co
END TRUSS ____________7_ROOF TRUSSES(BY OTHERS)
< 4_�
LD R'.
LOOKOUTS AT 48"O.C. NOTES:
2x
(3)TRUSSES 1141MUM PE
Lu 1 1) CONTINUOUS LATERAL BRACES SHALL 91
NOTE:
41
�)liu 00
(3)TRUSSES 11
>, 0 C T AT CE
16"OR 24"O.C. FOR CONTINU JS L ERAL BR
I BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR
C, T-BRACING TO BE USED WHEN CONTINUOUS
ui
SPACING(SEE TABLE)
LATERAL BRACING IS IMPRACTICAL. BETTER(U.O.N.)
2) ALL NAI LS SHOWN SHALL BE 0.131"x 3"
NAILS(U.O.N.)
TYPICAL OFFICE COPY
rA DETAIL-TYPICAL VERTICAL BRACING AT GABLE END SECTION T-BRACE DETAIL-TYPICAL LATERAL TRUSS BRACING
�2
b
2x4 SYP BLOCKING BETWEEN NOTE:
LOOKOUTS H2.5AAT EACH LOOKOUT ALL MEMBERS SHALL BE#2 SYP NAIL BRACE TO BLOCKING WITH(5)0.131'x 3 Y4'NAILS
EXTERIOR SHEATHING SHALL] 2X4 LOOKOUTS @ 48'-O.C�FOR (3�)0.131"x 3Y4'TOENAILS AT EACH LOOKOUT
OVERHANG 2x6 BLOCKING BETWEEN TRUSSES WITH
BE NAILED TO BOTTOM CHORD TO TOP CHORD OF TRUSS.
ROOF SHEATHING(AS NOTED)
OF TRUSS WITH (3)0.1311"04'NAILS EACH END 's
2x4 BLOCKING REQUIRED BETWEEN t
0.131"x2 112"NAILS@ 6"O.C. ROOF SHEATHING(AS OTE�D LOOKOUTS
(U.O.N.ON WALL LAYOUT) 0
2x BARGE RAFTER
BALLOON :RAMED STUDS
(AS NOTED)
SINGLE PLATE NAIL TO TRUSS FASCIA(BY OTHERS)
BOTTOM C HORDWITH 0.131 x 3 X" 2x4 LOOKOUTS @ 48"O.C.
NAILS @ 6'O.C.
H3 CLIP OR EQUAL AT EACH
LOOKOUT
GABLE END TRUSS(DROP GABLE)
----2x6 BRACE SPACED@ 48"O.C.UNLESS
CLIENT:
DETAIL-BALLOON FRAMED GABLE END(LOW CEILING VAULT OTHERWISE NOTED ON ROOF LAYOUT, RIVERSIDE HOMES
ADD 2x4 T-BRACE NAILED @ 6"O.C.
2 OF EXTE RIOR ROOF PITCH
INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN
S PROJECT:
WITH 0.131'x 2Y2"NAILS IF BRACE
H2.5A AT EACH LOOKOUT LENGTH EXCEEDS 9'-0". 122 ATLANTIC BEACH C.C.
2x4 LOOKOUTS @ 48"O.C.FOR (WEST INDIES-C)
JOB NUMBER: COUNTY:
OVERHAqG
16-1660 DUVAL
ROOF Sl-EATHING(AS NOTED) SCALE:
2xl SYPBLOCKING BETWEEN 2 11 =1 1-011(U.O.N.)
8
LOOKOUrS
DO NOT SCALE THIS DRAWING
BALLOOt FRAMED STUDS
RELEASE DATE:
12-20-16
--,,,,,.(ASNOTID) LSTA12,LTP4,OR SDWC 15600 @ 48"O.C. TE—VISIONS
DOUBLE 'LATE VGBC CLIP-(2)REQUIRED AT EACH BRACE
____�INTERIOF VAULT -4TOENAIL BOTTOM CHORD OF GYPSUM BOARD CEILING
TRUSS TO DOUBLE PLATE WITH
L
---EXTERIOR SHEATHING SHALL BE DRAWN BY:
NAILED 10 UPPER PLY OF 0.131"x 3Y4"NAILS@ 8"O.C. CMF
DOUBLE PLATE WITH CHECKED BY:
—2x4 DRYWALL BACKING INSTALLED
MjB/FSS
0.131"x 2 YY NAILS R 6"O.C. CONTINUOUSLY BETWEEN BRACES TITLE:
(U.O.N.CN WALL LAYOUT)
TRUSS BRACING AND GABLE
DETAILS
LZ
DETAIL-BALLOON FRAMED GABLE END(HIGH CEILING VA SECTION-GABLE END DIAGONAL BRACING-
SHEET:
�-6 INTERIOR CEILING PITCH EXCEEDSX2 OF EXTERIOR ROOF PITCH
SD-6
HULSBERG
ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE 202
JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
EXTERIOR BEAM(AS NOTED) LZ
21 www.HulsbergEngineedng.com
DOUBLE PLATE FLORIDA C.A.NUMBER:25846
E
NOTCH BEAM AS REQUIRED TO
"'o", 0?S 0/v
FIT BENEATH DOUBLE PLATE CO\
4�
BEAM BEARS ON(2)2x JACKS
(TYPICAL-U.O.N.) \ZDOUBLE PLATE z. 4
NUT WITH 2"x 2"x WASHER
CONDITION: 1 16
ALTERNATE:SIMPSON LBPS Y2 SLOTTED
(NOTCHED BEAM)
WASHER WITH 1"WASHER.
U
XV0 THREADED ROD
'2
ease*
ON,PE
SIMPSON Y8"0 x 6"TITEN HD OR /-SIMPSON YFO x 6 X"TITEN HD ROD COUPLER 0
THREADED ROD SET IN ADHESIVE WITH 1"CUT WASHER F�k 50791
NAIL SHEATHING TO DOUBLE PLATE ITH COMMENTS:
8
WITH MINIMUM 4"EMBEDMENT OR2 THREADED ROD SET IN ADHESIVE WITH
(2)ROWS OF 0.131"x MY NAILS @6"0.1 WITH 1"WASHER MINIMUM 5"EMBEDMENT WITH 1 CUT WASHER
MONOLITHIC FOUNDATION-EXTERIOR NAIL SHEATHING ALONG BOTTOM OF HEADER @ 3"O.C.
0
X8"x 6"TITEN HD SCREW ANCHOR dft=-%..4
or Y8"x 6"SCREW ANCHOR BY HURRI-BOLT,INC INSTALL DSP CLIPS @ 24"O.C.OR OFFICE CLjv
or XV THREADED ROD SET 4 X2"INTO ADHESIVE SPH_@ 32"O.C.
EXTERIOR BEAM(AS NOTED)
ETAIL-ANCHOR BOLT DETAIL-THREADED ROD ASSEMBLY
STEMWALL FOUNDATION-EXTERIOR
-DOUBLE PLATE
E
Y2'THREADED ROD SET 7"INTO ADHESIVE le
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 Simpson ID USP ID UpIlift.capa ity(lbs) Fasteners Anchorage(U.O.N.)
CONDITION: 2 A35 MPAI n/a (12)0.13 1"x I I/V n1a
ABU44-Z PAU44-TZ 22DO(SYP) (112)0.167 x 2%*or(12)0.162"x 31/V 518"wl 7'embed
(DROPPED BEAM)
ABU66-Z PAUe6-TZ 2300($YP) (112)0.16Z x 2Y2'or(12)0.162"x 3W 5/8'w/7*embed 0
CS16 RS150 1705(SYP or SPF) (111)0.1 4&'x 3"in each end-(22)toted n/a
n1a
DETAIL TYPICAL DTT2-Z INSTALLATION rE DETAIL-EXTERIOR BEAM TO WALL CONNE"'TION DSP RSPM2 776(SYP or SPF) (8)0.148'x 1 Y2*into studs
(6)0.148*x I W into double plate
(USP DTB-TZ SIMILAR) DTT2Z DT8-TZ 2145(SYP)1835(SPF) (8)V4'x 1 Y2"S DS -Ww/4%"embed(mono)and 7"embed(stem)
GBC HC520 n/a (5)0.131'x I Y2*into gable brace n/a
(7)0.131'x 2W into double plate
H2.5A n1a:use RT7 6OD(SYP) (5)0-13 1*x 2W in each end-(11 Q)total n1a
MONOLITHIC FOUNDATION-EXTERIOR
H2.5T n1a:use RT7 545(SYP or SPF) (5)0.131'x 1 Y27 in each end-(10)total n1a
X2-X 12"TITEN HID SCREW ANCHOR H3 RT3A 455(SYP) (4)0.131*x 2W in each end-(8)total n/a
HO LFTAS SWSYP)820(SP9 (8)0.13 V x 2YP"in each end-(116)total n/a 2
orY8"THREADED ROD SET 7"INTO ADHESIVE ALTERNATE ANCHOR: iE
HS RTSA 745(SYP) (5)0.148'x 1 Y2*in each end-(110)total n/a
X 6"TITEN HID kbda-------------------- n A a-:_u 9 e-U_P H D8-....................7,6-n__-S_Y--P--)-54-9-5-(S-PF)_ ('2'"0 Y-4"x,,3--S_D-S ---------------------------------1_18"4-1 15""'e'm'b'e d, ISE T,--X-P e p ax y o N-y) -------
Z-EXTERIOR BEAM Y2
STEMWALL FOUNDATION-EXTERIOR (MECHANICALLY GALVANIZED) HIDUS PHD5 9645(SYP)4085(SPF) (14)Y7 x 2YP"SDS 518"wl 7'embed(mono)and 12"embed(stem) _8
(AS NOTED) HIDUS PHD6 6970(SYP)5020(SPF) (20)A*x 3'SOS 7/8*wl 15"embed(S ET-XP epoxy only) .1
..........- ..................... ............. ................
X8"THREADED ROD SET 12-INTO ADHESIVE WITH 2"XY8"WASHER HETA16 HTAI 6 1810($YP) us�_x I yv embed
H6 CLIP FROM HTS20,HTS24 or HTS30 HTW20,HTW24 or HTW30 1450(SYP)1245(SPF) (10)0.1 Wx 3"in each end-(20)total Net
POST TO BEAM HTSMIS or HTSM20 HTWM16 or HTWM20 1175(SYP) (8)0.148*x 3'into wood n/a CLIENT:
T
INTERIOR APPLICATIONS- (4)Y4'x 2Y4"Titan into CMU A RIVERSIDE HOMES
IF EDGE DISTANCE EXCEEDS 5"USE LAP BEAM PLIES AND (4)Y4'x 1%'TIten into concrete
HTT4 HTT4 4235(SYP) 3640(SPF) (IS)0,1 62'x 2Y2" 518'wi 7'embed(mono)and IZ'embed(stem)
x 12"TITEN HD SCREW ANCHOR NAIL AS SHOWN-(5) HTT5 HT`r5 6ORSYP) 4375(SPF) (26)0.162'x 2Ya" 5/8'w/7'am bed(m ono)an d 12"am bed(stem)
............................------- ------------....................... ---------- _-------------- -------------------------__
orY8"x 8"TITEN HD SCREW ANCHOR 0.131"X 3,4"NAILS PER PLY LTP4 MP41F n/a (12)0.131"x 1 V2' n/a S PROJECT:
0
LSTA18 LSTA18 1235(SYP)1110(SPF) (7)0.148'x 3"in each end-(14)total n/a
122 ATLANTIC BEACH C.C.
or X8-THREADED ROD SET 6"INTO ADHESIVE LIZ12 LTW12 775(SYP)665(SPF) (6)0.141r x 3"in each end-(12)total n/a
PT POST(AS NOTED)
0
MSTA24 MSTA24 1640(SYP)1455(SPF) (9)0.148"x 3"in each end-(118)total n/a C)
MStAM24 -------------------------I SYP or-S-P-P) ('9)'0.148'x T_into,wood, - ------------- ---
(5)A*x 2V4w Titen Into CMU 16.1660 1 COUNTY:
DETAIL-TYPICAL HTT5 INSTALLATION (WEST INDIES
rc H6 CLIP FROM POST JOB NUMBER:
7,) (USP PHD5 SIMILAR) TO BEAM (5)Wx 13/4'Titan Into.concrete . .......... DUVAL
----------
MSTA30 s0i ik*PF)j (111')0.,1 411'x Tin each and- SCALE:
PT POST(AS NOTED) MSTAW (22)total n1a 1 11 1'-Off(U.0.N.)
EXTERIOR BEAM MSTA36 MSTA36 2050(SYP or SPF) 0 3)0.146'x 3!in each end-(26)total n/a
0
-ABU POST BASE MSTArA36 MSTAM36 1870(SYP or SPF) (13)0.149'x 3"into wood n/a E 8
(AS NOTED) E
MONOLITHIC FOUNDATION-EXTERIOR (AS NOTED) (8)A'x 2Y4"Titan into CMU R DO NOT SCALE THIS DRAWING
(8)1/4*x 1'1/4*Titen into concreatte
�I I_j RELEASE DATE:
THREADED ROD SET 15"INTO ADHESIVE .0. -Y8"THREADED ROD MTS12 or MTS20 MTW12 or MTW20 I ODO(SYP)9M(SPF) (7)0.148'x 3'in each end-(14)total n/a
PLAN VIEW AT TOP OF POST 1 12-20-16
IHTWM 1-67or HTWM 20 8WSYP) (7)0.148*x 3"into wood n1a
WITH NUT SET IN MTSM16 or MTSM20
(4)Y4x 2Y4'TIten into CMU REVISIONS:
STEMWALL FOUNDATION-EXTERIOR .0 ADHESIVE (4)A'x 1%'TIten into conc I rate
X8"THREADED ROD SET 15"INTO ADHESIVE (7"EMBEDMENT) PA51 TA51 2940(SYP or SPF) (14)0.167 x 2Y2'or 0 4)_0.162"x 3W 4'embed
7- SPH4 or SPH6 SP7H4 or SPTH6 YP)585(SPF) (12)0.148'x 1Y2" n1a
<
SSP RSPT6 50(SYP or SPF) (4)0.148'x 1 W into studs n/a
1 DRAWN BY:
INTERIOR APPLICATIONS-
(3)0.148'x 1 W into double plate
W CMF
IF EDGE DISTANCE EXCEEDS 5"USE STHD14 STAD14 4210iSYP or SPIF) (30)0.14V x 3 Y4" i14'embed
4 4
1H 6 �_, Notes: CHECKED BY:
<
"THREADED ROD SET 8"INTO ADHESIVE MjB FSS
TITLE:
Li 1.All connectors are manuketured by Simpson Strong-Tie or USP Structural Connectors(U.O.N.)
2.SYP=Southern Pine;SPF=Spruce-Pine-Fir
METAL CONNECTOR
SIDE VIEW AT BASE OF POST 3.Mono=monolithic concrete;stem=masonry sternwall or bond beam
DETAILS
21
DETAIL-TYPICAL HDU8 INSTALLATION DETAIL-TYPICAL CONNECTIONS AT EXTERIOR POST .4,Anchorage refers to threaded anchors with noted diameters and embedment depths W
rD rF SHEET:
(USP PHD6 SIMILAR) 7 -7
SD