589 COASTAL OAK LN - ENGINEER 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 Buildi ig 1. The scope of these plans is limited to the s ructural 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, 6XI3 W1.4x1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, HENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
and flashing requirements are not addressed in these plans. or fibermesh reinforcement shall be used with a minimum fiber length of J"to 2" JACKSONVILLE,FL.32258
complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per
DESIGN CRITERIA: k be performed in cubic yard in accordance with manufacturer's recommendations. P:904.886.2401 F:904.260.4367
2. It is the intent of the Engineer of Record(Engineer)that this wor LZ
0 www.HulsbergEngineedng.com
conformance with all requirements of the a thorities having jurisdiction over this type 0
Wind Design Method ASCE 7-10 1_5
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 E
Basic Wind Speed: 130 mph 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. It is the 95%of the Modified Proctor Maximum Dry Density(ASTM D1557).Termite protection 111111111111118111,111
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 SIMP
bracing as to insure the safety of the builditig and its component parts during *uses.*
Building Type: Type V Construction is used,the treatment shall be done after all excavation,backfilling,and compaction
EMS
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 th(I 4. The contractor shall verify all conditions and dimensions at the job site prior to 10. Footings may bear upon.undisturbed soil or upon structural fill. Structural fill shall
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 Den
44
determr1ination of grade elevations,drainage features,and special requirements (ASTM D 1557)for a depth of at least two feet(Z-O")below the bottom of the footin
i f
5. The contractor shall supply,locate,and bu Id into the work all inserts,anchors,angles, if
ciated with FEMA flood hazard and/or DEP zones. PJ
asso plates,openings,sleeves,hangers,slab depressions,or other components as may be 11. The following minimum concrete cover shall be provided for reinforcement:
17
required to attach and accommodate other work. 3" Concrete cast against and permanently exposed to earth 01*10 i.
DESIGN DEAD LOADS:
-�`SI�PSON,PE
2" Concrete exposed to earth or weather
6. All details and sections shown on the structural drawings are intended to be typical �PE No.50791
Floors: 1 %"Concrete not exposed to earth or weather In el
and shall be construed to apply to any similar situation elsewhere in the work except q4*
The design floor dead load of 12 psf assumes a floor system utilizing wood decking or ffi
wood subflooring over wood truss,wood I-joist,or solid sawn lumber framing. ThE floor 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 I e minimum lengths: U1
0
7. Refer to the structural drawings for all structural-details and sections. The contractor
notified if the floor coverings differ from the noted assumptions #4 bars: 21"minimum
shall contact the Engineer for clarification i i cases of conflict between the structural
#5 bars: 26"minimum
drawings and any drawings prepared by others prior to commencing work. q Z
Roofs: #6 bars: 32"minimum now
J 6 4 0
Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) Z
Concrete or Clay Tile: 15 psf 8. It 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. 0 t
UJ - a
Refer to Architectural Plans for Roof Covering System The design of the project structure aSSLIMEs an allowable soil bearing capacity of 0 M t Z
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
0 0
5
' 0
noted assumptions. All requirements for site preparation and soil compaction
DESIGN LIVE LOADS: reinforcing steel.Support items which bear on exposed concrete surfaces shall have
UJ
a Z
specified in the soils report shall be f0II0WEd unless more stringent requirements are
ends which are plastic tipped or stainless steel.
Z
Floors: specified in these plans. W 0 04
MASONRY:
Exterior Balconies: 40 psf 0 W
CONCRETE:
Exterior Decks: 40 psf Z
Stairs: 40 psf(or 300 lb point load) General: 0 Q
All concrete work shall be in accordance with"Building Code Requirements for LL W
Garages: 50 psf(or 2000 lb point load) LL CC
LL 0 UJ
Structural Concrete,"ACI 318-11,and"Specification for Structural Concrete,"ACI 301 1. All masonry work shall be in accordance with"Building Code Requirements for
All Other Areas: 40 psf
Masonry Structures,"ACI 530-11,and Specifications for Masonry Structures,"ACI UJ �: LU 0 io
Attics: 2. All concrete shall have the following minim m compressive strength at 28 days: 530.1-11 NJ cy
Slabs on grade,footings,and misc.concrete: fc=2500psi LL1 W LU
Without Storage: 10 psf *no
Structural slabs,walls,beams and co umns: fc=3000psi
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: fc=3000psi 2000 psi per ASTM C1 019.Grout shall be mixed to provide a slump between 8"to 11
CC
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. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33) CLIENT:
4:12 slope or greater: 16 psf
UJI
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 c-mounts of oil,acids,alkalis,salts,organic
material or other substances that are delet�rious to concrete or steel reinforcement. Concrete Masonry(CMU): PROJECT:
Walls: 89 ATLANTIC BEACH C.C.
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
Wind loads with other brittle finishes: L/240 structural drawings.All reinforcing details�hall conform to"Details and Detailing of Concrete Masonry Units,normal weight,with a minimum compressive strength of (WHEATON-CUSTOM)
Concrete Reinforcement,"ACI 315,unless detailed otherwise on the structural JOBNUMBER: 6.1691 IIOIITI:DLJVAL
Wind loads with flexible finishes: L/120 or L/180* 1900 psi(f m=1500 psi).
L/1 80 for exterior walls with interior gypsum board finish. drawings. SCALE:
8
Floors: 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following V-0"(IJI.O.N.)
Y811
7. Tolerances for foundation and slab alignment as well as placement of reinforcement E
Live Load: L/480* minimum lengths: F=
Total Load: L/240* shall be in accordance with"Standard Tolerances for Concrete Construction and #4 bars: 20"minimum 0 DO NOT SCALE THIS DRAWING
RELEASE DATE:
Increased floor stiffness may be required by floor covering manufacturer Materials,"ACI 117. Footing or slab edget may be up to 1/2"inside of the sill plate. #5 bars: 25"minimum 01-16-17
#6 bars� 13301'mi imum
REVISIONS:
Roofs:
Live Load: L/240 3. Grout all cells containing vertical reinforcement in 5'-0"maximum lifts.
Total Load: L/1 80
4. Provide cleanouts per ACI 530.1-11 in the bottom course of masonry when the wall DRAWN BY:
CNIF
height exceeds 6-0".
CHECKED BY:
MJB/FSS
5. Beam reinforcement shall be continuous across control joints. TITLE:
GENERAL NOTES
SHEET 1 of 2
SHEET:
Clay Masonry(Brick): 13. Fasten plies of 1 %"wide engineered lumber as follows: WINDOW,DOOR AND SOFFIT PRESSURES:
2-ply beams with(3)rows of 0.131"x3 I%'nails @ 12"o.c. ULSBERG
1. Brick shall conform to ASTM C62,C216,or C652 for Building Brick, Facing Brick,and 3-ply beams with(3)rows of 0.131"x3 14"nails @ 8"o.c.(each side) 1. All window,door and soffit assemblies shall be designed to withstand the design ENGINEEFJNG, 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 L5
21 www,HulsbergEngineedng.com
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 -8
_L�Q&DLg.A,�UMBER:25846
o.c.and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions). E
2 #NW..
a.Welded Connections: AWS D1.1
3. Strand wire veneer ties shall not be less in thickness than No.9 gage wire and shall b.Structural Steel plates: ASTM 436(Fy=36 ksi)or ASTM A572(Fy=50 ksi)
have a hook embedded in the mortar joint. Sheet metal ties shall not be lesE than No. c.Structural Steel W-shapes: ASTM A992(Fy=50 ksi) WIND PRESSURES ON WINDOWS, DOORS &
22 gage by 7/8"corrugated and fastened with 1 %"galvanized roofing nails. d.Structural Steel Angles and Channels: ASTM A572(Fy=50 ksi)
Adjustable or strand wire veneer ties shall be used at CMU walls. e.Structural Steel Rectangular HSS or Tubes: ASTM A500(Fy=50 ksi) SOFFITS (psf)
Cr
f. Structural Steel Round HSS or Pipe: ASTM A500(Fy=46 ksi)or
)r 41
10
LLJ
4. Unless otherwise noted on the plans,a steel angle L4x4xl/4 shall be used f( ASTM A53(Fy=35 ksi) AREA OF OPENING EDGE STRIP(6) INTERIOR ZONE (4)
supporting brick veneer over openings. This angle will not be required for arched
Pos Neg Pos Neg
windows where brick is self-supporting. If the length of the opening exceeds 6-13"then 2. All structural steel connections and fabrications shall comply with AISC specifications.
the steel angle shall be attached to the wood framing with Y8"x 3"lag screws @ 12" 0 to 20 sf 18.3 -24,5 18.3 -199 FL
o.c.or Simpson X"x 3"SDS screws @ 12"o.c. 3. Steel shop drawings shall be provided t:)the Engineer for approval prior to fabrication. -
WOOD FRAMING: 20.1 to 50 sf 17.5 -22.8 17.5 -19.1 1 FE�S PSON,PE
4. Holes required for bolted connections ay be drilled or punched. Flame-cut holes 50.1 to 100 sf 16.4 -20.6 16.4. -18.0 PE No.50791
shall not be used. 100.1 to 200 sf 15.5 _191 15.5 -17.1
1. All wood framing has been designed in accordance with"National Design Specificatior 200.1 to 500 sf 14�7 -17,4, 14.7 -16.5 COMMENTS:
(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
Base Design Pressure 15.50 GCpi 1-0.18
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"Supr lement 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 c0nditions. 8. Field touch-up after installation where required to restore final finish.
TYPICAL EDGE STRIP(5
4. If ACQ treatment is used on any wood member,then all nailing shall require HARDWARE AND ANCHORS:
a=55
hot-dipped galvanized nails meeting ASTM Al 53,Class C,or ASTM B695,Glass 50.
If borate treatment is used then galvanizing is not required. 1. All framing anchors and connectors shE 11 be manufactured by Simpson Strong-Tie,
TYPICAL INTERIOR ZONE
United Steel Products(USP), or Engineer approved equal.
(4,\L
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 shal be in accordance with ASTM A307 or ASTIVI
F1554,Grade 36.
6. All trusses shall be designed by the Truss Manufacturer's registered Engine r.
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 All 53,Class C,or ASTM B695,Class 50.
capacity of the truss to truss connectors,and the manufacturer's license to fabricate
OFFICE COPY
trusses utilizing the connector system proposed.The contractor shall approve 4. Anchor adhesives shall be either SET-XP or AT-XP by Simpson Strong-Tie(with
fabrication and installation drawings showing size,shape and layout. Florida Product Approval)and installed according to the manufacturer's instructions.
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 of adhesive.
RIVERSIDE HOMES
trusses shall comply with TPI/WTCA BCSI 1.
ROOF COVERING: . ..................... .
9. All prefabricated wood trusses subjected to uplift conditions shall be securel fastened PROJECT:
to their supporting walls or beams with metal connectors as noted in the Tru,s 1. The contractor shall be responsible for he design and installation of the roof covering . .... 89 ATLANTIC BEACH C.C.
2
Connection Schedule. system.
L o (WHEATON-CUSTOM)
7
JOB NUMBER:,,.,,,, ICOUNTY:
10. All gable ends shall be balloon framed or braced in accordance with the app icable 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the
DUVAL
detail as shown in the structural drawings. manufacturer's requirements. ......... SCALE:
l'-O"(U.O.N.)
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. I L RELEASE DATE:
01-16-17
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 he design and installation of all metal flashing DRAWN BY:
Fb=2,600 psi Fb=2,325 psi and valley material. CMF
Fc=750 psi Fc=900 psi CHECKED BY:
Fv=285 psi Fv=31 0 psi
MJB/FSS
TITLE:
GENERAL NOTES
SHEET 2 of 2
SHEET:
S-2
3'-
Z-X--O� 3--011 20'-10" 19'-271"
ISTEM ULSBERG
HENGINEERING, INC.
1 -271
11481 OLD ST.AUGUSTINPRID.,SUITE#202
7 JACKSONVILLE,�FL.32258
P:904,886.2401 F:-�04.260.4367
LZ
www.HulsbergEnginoedng.com
c/)
>
-�CN FLORIDA C.A.NUMBER:25846
YAJ CD
10,
i% is
0
SD-2
16-04"7��T 101 1 1 11�E� "%�
2 DOOF RECESS -011 11011 81-10-21 41'.00
-t-- 8'-4
...................
.. .....................
.. ......................
.............................. ................
.... .......
.................
........ .........
C
ur,
`v\0
10
—AN C�j
C14 ..........
(I'B
B
SD-1
PE
791
............
COMMENTq:
4"CONCRETE SLAB WITH 6x6 W1.41.4 WWF
OR FIBERMESH OVER 6 MIL VAPOR BARRIER
COVERING CLEAN AND COMPACTED FILL
.........
...........
14'-092-"- 14--721" 6-431
41- 11 15'-102-1"
2
T��ONCRETE SLAB WITH
MF:cm
., n�j;:R r
FOR C I 7R:R
F
10
ROVIDE C�l
RECESS C'�
F
FOR cn
SHOWER
7'-271 C:)
LIW
D
...........
...................
...................
...... ...............
OFFICE COPY
C14
NO�E:
CLIENT:
CONTINOOqS FOOTING
2 cn
RIVERSIDE HOMES
ACRC SSIGARAGE
C9 ............ C?
DOOR OPENING
..........
I& PROJECT:
..................... .... EMBEDDE RA AT
..........
89 ATLANTIC BEACH C.C.
........ ................. ..
Do
OF
GARAGE �SRT EN NG
;0
E ET�IQ"F"ONSD-1
co (WHEATON-CUSTOM
B JOB NUMBER:
COUNTY:
CJ SUGGESTED CONTROL JOINT 16-1691 DUVAL
SCALE:
-6" 57' - LOCATIONS(SEE DETAIL-T"ON SD-2)
6' 8'3" 8'3"
FORSHOWES Y8 V-0"(IJI.O.N.)
'-,S D-�1 PROVIDE RECES
R
< tl E
E
-j DENOTES TWO STORY DO NOT SCALE THIS DRAWING
C-4 \ ;�
co .................... RELEASE DATE.
Z m ) — ........................ 10
10'-471" )(2j)
2--8" c/) -.I--,.................... FOOTING CONDITION
a ----- 01-16-17
oil
REVISIONS:
C?j
'A \\-SPECIAL EIVBEDDED STRAPS-/ CONTRACTOR SHALL VERIFY ALL DIMENSION
7 PRIOR
REQUIRED AT"NARROW WALLS" USING FINAL APPROVED FLOOR PLAN S
SEE DETAIL"A"ON SHEET SD-8 ? DRAWN BY:
TO CONSTRUCTION
CMF
-R CHECKED BY:
MJB/FSS
71TLE:
FOUNDATION PLAN
2�jj--
12'-1 FOUNDATION PLAN SHEET:
57'-l"
S-3
EFULL HEIGHT WALL SHEATH=ING CONT.(4)SPANS NOTES: ULSBERG
E (9')2x8 HEADER ENGINEERING, INC.
;W3 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6
J UH
(2)2x6 HEA
SE 7 SD-7 2J 2K
L1W 11481 OLD ST.AUGUSTINE RD.,SUITE#202
2J 2K SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 10'-1,48"-U.O.N. JACKSONVILLE,FL.3�0
(2)1 Y4"x 1 1,y4"LVL PORCH BEAM P:904.886.2401 F:904.26o,,4367
..... . wvvw.Hu2�Engineq1
ing.com
NOTE: C/) �2)IKS/ 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH2x4 ,
z
< LU MIN. FLORIDA C.A.INUMBtR�25846
THIS OPEN PORCH CEILING �e SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 10'-1 Y8"-U.O.N. E
cn a. C) C-4
�e cn <
2 2x6 HEADER
r(T2�2x6 HEADER
SHEATHING V
REQUIRES A MINIMUM Y8' co jZ Nov s 0� pso
-2J 2K FASTEN WITH 6d COM OR BOX < 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS'FLEXIBLE"(SIDING)-U.O.N.
x f
C4 `�`OSE
0 CO
AND 12"O.C.IN THE FIELD C) —
NAILS AT 6"O.C.ON EDGES NOTIFY ENGINEER OF ANY VARIATIONS *games*.**
r
UJ
(3)1 Y4"x 14"L 't"x 11 Y4"L v\o
2J 3K o<
J 1K
VLN�
Ill
SOLID BUILT-U
CORNER
FLO,*
N,PE
1#1101ftIPP o.50791
........ COMMENTS:
Lo
3)2x12 HEADE
2J 1 K
.............. .......
SHEARWALL LEGEND:
3)2x4 Bt IILT-UP m
..........
IEEE[ ...... POST(MI q.) ..........
r
BEARING WALL
SW-6
SHEARWALLS FASTENED WITH
....... 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
........ OFFICE COPY
1)2x16 BUILT-L'P 0
....... ZL
6mm" OST(MIN.) 8d COM(0.131"x MY)NAILS @
....... .. ___3M2
. ...... 3"O.C.ON EDGES AND 12"O.C.
....... ...
ON INTERMEDIATE SUPPORTS
...........
(3)2x6 BUILT-UP-" CLIENT:
POST(MIN.) SHEATH BOTH SIDES OF WALL RIVERSIDE HOMES
(2)2x12 HEADE AT INDICATED SHEARWALL
c/) SW 3 Lai 2J 2K 9D
z 13� NOTE:ALL EXTERIOR WALLS SHALL BE'SW-6"AND PROJECT:
< uj F1
a- M " SHALL BE NAILED @ 3"O.C.TOP AND BOTTOM PER 89 ATLANTIC BEACH C.C.
C/) < Lill 2)JACK STUDS,
w 2)JACKS
m 1)KING STUDS DETAILS"A"&VON SHEET SD-3-U.O.N. (WHEATON-CUSTOM)
C�o MIN.
X ---.) 1 ---1
C14 (2)1 Y4"x 11 Y4' PORCH�=EA WOOD FRAMED HEADER LEGEND: JOB NUMBER: COUNTY:
DUVAL
0 c 1-4 ........... 16-1691
2..x I--T H b A L)E R..... —12HEADER
.. ...... ....I.............
r(2)2.12 HEADE
SW3 I
��2K
SIZE� SCALE:
E . ........ . ..... .
HUC41 CONTINUOUS TO CONTINUOUS TO OF HEADER y8" 1'-0"(U.0-N-)
SD-7
:: -, *- ' .. .. '4 CORNER CORNER
HANGER DO NOT SCALE THIS DRAWING
HEADER
(2)2x RELEASE DATE:
. ...........
\CONSTRU(T USING APANARROW-WALLL------ J I K 01-16-17-
METHOD WITF HEADER CONTINUOUS ACROSS REVISIONS:
Tv�nl I
RETURN W/ILLS(SEE DETAIL"A"ON SD-8) GARAGE DOOR NOTES QUANTITY QUANTITY
OFJACKS OF KING STUDS
1. INSTALL(�j MSTA30 STRAP AT EACH END
DRAWN BY:
OF GARAGE DOOR HEADER.NAIL STRAP
NOTE: L5 CNIF
21
INTO HEADER AND JACKS BELOW,
CONT.(2)SPANS 1� ALL WOOD FRAMED LOAD BEARING HEADERS CHECKED BY:
:f Mj13/FSS
(2)2x6 HEADER WALL LAYOUT-FIRSI'FLOOR 2. EMBEDDED STRAP AT EACH END OF GARAGE SHALL BE MINIMUM(2)2X6 No.2 OR BETTER TITLE:
DOOR OPENING SEE DETAIL"F"ON SD-1 I SYP.ALL EXTERIOR HEADERS SHALL BE WALLLAYOUT
INSTALLED WITH MINIMUM(2)JACKS AND FIRST FLOOR
3. 8'GARAGE DOOR SHALL BE RATED FOR A (1)KING STUD AT EACH HEADER.ALL INTERIOR
-5� SHEET:
�2)JACKS MINIMUM DESIGN PRESSURE OF 18.5 psf LOAD BEARING HEADERS SHALL BE INSTALLED
MIN,
WITH MINIMUM(1)JACK AND(1)KING STUD.(U.O.N.) F- S-4
HULSBERG
ENGINEERING, INC.
E E
E 11481 OLD ST.AUGUSTINE RD.,SUITE#202
YSD-7) SD-7 75 JACKSONVILLEFL.32258
H _1i__ P:904.886.2401 P 904.260.4367
- — — — — — — — — — — HOLDOWN -
2) www.HulsbergEngideering.com
_8
..... . 75 IDA C.A.NNIBER:25846
m FLOR
E
0
NOTE: t
ALTERNATIVE TO SSP/DSP AT DOUBLE PLATE, Sot
v
z
1)SIMPSON SDWC 15600 SCREW OR
ALTERNATIVE TO SPH AT DOUBLE PLATE, Co.
A It Q
OF HEADI
LSTAl 8 EACH -HTT5-
/o, (2)SIMPSON SDWC 15600 SCREWS STUD
�_��END ER HOLDOWN TO DOUBLE PLATE PER SIMPSON DETAIL.
A,Oil
STA 18 EAC
ITT5
DOUBLE C.0
END 0:HEADER
PLATE
r
*00
X off %F
< 06 i
TH
of
)W%
DOUBLE
PLATE
E
b
COMMENTS: ............
on
0 lot MAX
Of
MIN,
Lcf
�_HTT STUD \-SDWC 15600
. ..... SCREW
HOL)OWN
BM6 ELEVATION-SDWC 15600
OPTIMAL 22Y20 ANGLE
3 ......
DOUBLE 31]�
0
PLATE
LDOWN
�\HTT5/ . ...... .
L
....... .. HOLDOWN
1/4")
....... ANCHOR BOLTS @ 24"O.C. SDWC 15600/AA
SCREW
FE
.................... STUD�'�_,,__
....... OFFICE COPY
SECTION-SDWC 15600
CLIENT:
...... .....
RIVERSIDE HOMES
HTT5-,,
HOLDO GARAGE DOOR NOTES PROJECT:
(D
1. INSTALL(�j MSTA30 STRAP AT EACH END 89 ATLANTIC BEACH C.C.
F19—
cm—_ LL OF GARAGE DOOR HEADER.NAIL STRAP o
(WHEATON-CUSTOM)
/HTT5 INTO HEADER AND JACKS BELOW.
rT
WN
JOB NUMBER: COUNTY:
H0='1VN HOLDOWN 16-1691 DUVAL
HOLDOWN 2. EMBEDDED STRAP AT EACH END OF GARAGE
''ANCHOR ...........I. SCALE: If
..............
........ DOOR OPENING SEE DETAIL'IF"ON SD-1 Y8 =V-0"(U.O.N.)
o
BOLT 3 . ........ . E
E
HUC41� DO NOT SCALE THIS DRAWING
@.24" I.C. SD-7
HANGER ONSTRU T USING APA NARROW WALL/ RELEASE DATE:
01-16-17
S ACROSS
METHOD WITF HEADER CONTINUOU
RETURN W)kLLS(SEE DETAIL"A"ON SD-8) REVISIONS:
THREADED ROD LEGEND:
?/8"THREADED ROD FROM
FOUNDATION TO DOUBLE PLATE.
DRAWN BY:
(4"MINIMUM EMBEDMENT REQUIRED) Ls CMF
CHECKED BY:
THREADED ROD FROM MJB FSS
FOUNDATION TO UPPER TITLE:
TIE-DOWN LAYOUT
TIE-DOWN LAYOUT-FIRST FLOOR FLOOR DOUBLE PLATE.
75 (4"MINIMUM EMBEDMENT REQUIRED) FIRST FLOOR
H -J-- HOLDOWN SHEET:
0 HOLDOWN(AS NOTED)
—5
INSTALLED AT SILL PLATE of IS
EIGHT WALL SHEA=THING NOTES: ULSBERG
1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6 ENGINEERING, INC.
OH
N rE- 11481 OLD ST.AUGUSTI I SUITE#202
01
EACH BALCONY POST SHALL BEf GUARDRAIL BY BUILDER SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-11,48"-I JACKSONVILLE,4.32258
R 904.886.2401 R 964.260.4367
TREATED 44 POST STRAPPED TO
(2) 4"x 11 Y4"LVL PORCH BEAM
vw.Hu Isberg Ehgineering.com
FRAI 4ING BELOW WITH MSTA36-Z STRAP 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH2x4
NOTE: IiAlaw",&VOBER:25846
3TRAP POST TO EACH BEAM ABOVE
m TO 9'-1 XV-U.O.N. o
WITH(1)H6-Z CLIP OR(1)MSTA24-Z THIS OPEN PORCH CEILING SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP
ov)s Q/v
REQUIRES A MINIMUM/8"SHEATHING
a "
3) THE SECOND FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. 0
FASTEN WITH 6d COM OR BOX
CONT.
S
BALLOON FRAME WALLS NOTIFY ENGINEER OF ANY VARIATIONS (b
NAILS AT 6"O.C.ON EDGES
UP FROM FIRST FLOOR III 2x8 HEADERI
�ND 12"O.C.IN THE FIELD % a.s
DOUBLE PLATE 2J 2K C,7
- - ------------------------
-n
31
A A A A
%
-UP
V.i
'T2)JACKS 2)2x6 BUILT
�"nT_Up
MIN, POST(MIN.)
STA18 EACH
SSP TOP&BOTTOM @ 32 0. 'o,
x END OF HEADER
< THREADED ROD LEGEND: mo
2 AND Y4"x 4 Y2"SDS SCREWS
INTO EACRINTERSECTING Y8'THREADED ROD FROM N,PE
:':TRUSS BELO N FOUNDATION TO DOUBLE PLATE. No.50791
(4"MINIMUM EMBEDMENT REQUIRED) r_- COMMENTS:
U)
Y,'THREADED ROD FROM
0
FOUNDATION TO UPPER
FLOOR DOUBLE PLATE.
(4"MINIMUM EMBEDMENT REQUIRED)
HOLDOWN(AS NOTED)
INSTALLED AT SILL PLATE
Ab
........ TYPICAL ALL
..........
............. ............................
EXTERIOR WINDOW AND SHEARWALL LEGEND:
DOOR OPENINGS
NON-BEARING WALL
...........
............
F,
....... BEARING WALL
CONSTRUCT KNEEWALL ... .......
F
TO UPPER PLATE&ATTACH
SOLE PLATE TO BEAM SW-6
BELOW w/X"x OF SIDS SHEARWALLS FASTENED WITH
.. ....... .
SCREWS&SSP TOP& 5 Wa ............. ........... 8d COM(0.131 x 2 XY)NAILS @ E'
O.C.
BOTTOM @ 32 -SSP TOP&BOTTOM @ 32"0.C. 6"O.C.ON EDGES AND 12"O.C.
.... . ON INTERMEDIATE SUPPORTS
(4)2x4 BUILT-U
...... AND X"x 4 Y2"SIDS SCREWS
POST(MIN.) SW-3
...... . THROUGH SOLE PLATE
SHEARWALLS FASTENED WITH OFFICE COPY
INTO FLOOR TRUSS.-B*ELOV.V 2)2x6 BUILT-UP
............ .. I — 1 1.
...... ........ . POST(MIN.) 8dCOM(O.131 x2Y2")NAILS@
3"O.C.ON EDGES AND 12"O.C.
SSP TOP&BOTTOM @ 32"O.C.
ON INTERMEDIATE SUPPORTS
AND Y4"x 4 Y2-SIDS SCREWS CLIENT:
rE
SSP CLIPS TOP&BOTTOM @ 32".O.C.AND
INTO FLOOR TRUSS RIVERSIDE HOMES
1,SS�-7 x 4P SDS SCREWS INTO BEAM BELOW @ 321,O.C. SHEATH BOTH SIDES OF WALL
4 2
BELOW @ 24"O.C. AT INDICATED SHEARWALL
2)JACKS;
2)2x
POS1
MIN. NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"AND PROJECT:
BALLOON FRAME WALL TO--____� 89 ATLANTIC BEACH C.C.
SHALL BE NAILED @ 3"O.C.TOP AND BOTTOM PER 2
UPPER PLATE HEIGHT zG
------- DETAILS"A"&"B"ON SHEET SD-3-U.O.N. (WHEATON-CUSTOM)
(14'-1 Y8"±) C ONf]j)SPANS
(2)2x12 PORCH WOOD FRAMED HEADER LEGEND: 42 JOB NUMBER: COUNTY:
2)2x6,HEADE aEAW(TYPIQkL) 16-1691 DUVAL
2J 2K -NOTE: SIZE SCALE:
GUARDRAI1=LDER
1'4'(U.0-N.)
EACH BALCONY POST SHALL BE OF HEADER X8
TREATED 44 POST STRAPPED TO DO NOT SCALE THIS DRAWING
FRAMING BELOW WITH MSTA36-Z STRAP (2)2x HEADEk) RELEASE DATE: 01-16-17
SSP TOP&BOTTOM @ 32"O.0 STRAP POST TO EACH BEAM ABOVE
ANDA4"x OF SDS SCREWS i WITH(1)H6-Z CLIP OR(1)MSTA24-Z REVISIONS:
ni 14
NOTE: ITV7
INTO EACH INTERSECTING QUANTITY QUANTITY
I I.E
TRUSS BELOW @ 24"O.0 THIS OPEN PORCH CEILING OFJACKS OF KING STUDS
REQUIRES.A MINIMUM Y8"SHEATHING DRAWN BY:
FASTEN WITH 6d COM OR BOX NOTE: CMF
NAILS AT 6"O.C.ON EDGES - CHECKED BY:
ALL WOOD FRAMED LOAD BEARING HEADERS 42
AND 12"O.C.IN THE FIELD :f MjB FSS
WALL LAYOUT-SECOND FLOOR 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
(1)KING STUD AT EACH HEADER.ALL INTERIOR SHEET:
LOAD BEARING HEADERS SHALL BE INSTALLED
WITH MINIMUM(1)JACK AND(1)KING STUD.(U.O.N.) S-6
1jHULSBERG
ENGINEERING, INC.
NOTE:
11481 OLD ST.AUGUSTINE RD.,SUITE#202
H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR JACKSONVILLE,FL.32258
SIDE OF THE WALL P:904.886.2401f:904.260,4367
Lu
21 -www.H u Is bergEng inee ring.com
TRUSS CONNECTOR SCHEDULE
A01 4! FLORIDA C.A.NUMBER:25846
?X11T E41FDIFL 0)J0[TJ@' 116'"'-[,C
TRUSS ID LEFT INTERMEDIATE RIGHT
I I bould) I ER UP TOY2"FOR DRAINAGE)
ox�% .\OPSOAI ""'w*
H2.5T OR H2.5T OR H2.5T OR #0 C.� ......
---,---LUS210-Z HANGER ALL TRUSSES(ROOF) #0
(TYPICAL) SDWC 15600 SDWC 15600 SDWC 15600
F
==fl 1 11- NOTE:
2x6 TREATED LEDGE�R
\2xl TRE!4TEDTIEb4R' 1)ALL TRUSS CONNECTORS ARE BASED ON
w/(4)0.131' R
w/(2)Y4"x 3 Y2"SDS SCREWS UPLIFTS COMPUTED BY ENGINEER OF RECORD
AT EACH STUD INTO EA TR.SS _RTI L UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
2x8 TREATED LEDGER--
c-
SHALL BE DISREGARDED
wl(5)0.131 x 3"NAILS
N.7T (TAP 4 MEDFL C
cb�
AT EACH STUD I.J6-0
%
.. .... 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM
SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER
DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR tOMME
. ......... .
APPROVAL BY THE ENGINEER OF RECORD AND THE
CONTRACTOR
3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED
Lo
AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR
APPROVAL OF THE ENGINEER OF RECORD
...........
NAIL INTO SOLID--
BLOCKING BEHIND
4)HTS24/HTS30 STRAPS MAY BE INSTALLED ON THE
M6
HANGER AT
INTERIOR SIDE OF WALL
GIRDER m cl�
1� - I= I= III BLOCK BETV :_EN
LL LL
5)REFER TO MANUFACTURER'S INSTALLATION DETAILS
6 TRUSSES OVER SHEARWALL
EQi 3
........ _71 (SEEPETAIL'A".0N S-7) WHEN USING SDWC SCREWS
J09
302(4 1
m
...... BEAM SCHEDULE
J07 .......
J10 ....... Lc cc
— — 11 11 1 F171 I) I BEAM I.D. BEAM SPECIFICATIONS
L.L L.L
L.L U.
J10 .......
BM2 (3)1 1/4"x 20"2.OE LVL
.......:--IFO TS24 HTS"24 AT BM5 (2)1 Y4"x 20"2.OE LVL OFFICE COPY
... ... r"I rB�tM EAj�
M u
... ..... BM6 (2)1 Y4"x 20"2.OE LVL
J09
CLIENT:
_LUS21 O-Z HANGER
Ll�i.-L. M/ RIVERSIDE HOMES
F
CD Q"",
A08 LL (TYPICAL)
0 C14 c-'j X1 T EA EDFL OR qJO ST
11 c:I lc�
C> Lu ILq (TAPER UP TOY2'FOR DRAINAGE)
NAIL INTO SOLI A08 S PROJECT:
BLOCKING BEHIND WIIF19 t 89 ATLANTIC BEACH C.C.
U �5
HANGER AT 4-:
-CUSTOM)
(WHEATON
GIRDER
i Owl
RL
I I I T flEA F@1 6' TC I
in
JOB NUMBER: COUNTY:
16-1691 DUVAL
2x8 TREATED LEDGER- Lt L_
wl(5)0.131"x 3"NAILS ...... SUB-FLOORING SCALE:
10 8 =V-0"(U.O.N.)
INTO EACH VERTICAL
TRUSS WEB N8 TREATED LEDGER DO NOT SCALE THIS DRAWING
,�INSTALL 2x10 BLOCKING -
42
w/(5)0.131"x 3"NAILS ---------— RELEASE DATE:
INTO EACH FLOOR 01-16-17
BETWEEN JOIST.TOENAIL AT
TRUSS END
REVISIONS:
THESE EDGES W/0.131"x 3 X"
CO2 NAILS @ 4"O.C.(TYPICAL)
col
SAWN JOIST DRAWN BY:
CMF
J02 LOWER ROOF LAYOUT
CHECKED BY:
----DOUBLE PLATE MJB FSS
IG3—
C14
TITLE:
CD OF SHEARWALL
LOWER ROOF LAYOUT
Jo (5)�
J04 J04
A'� BLOCKING AT SHEARWALL
S-7 SHEET:
-7)
S-7
HULSBERG
ENGfNEERfNQ INC.
cy) _G 11481 OLD ST.AUGUSTINE RD.,SUITE#202
CN 6
-7) -7)
J23SI,
JACKSONVILLE,FL.32258
J23 J20 1�5 P:904.886.240t F:904.260.4367
21 www.HulsbergEngineering.com
CN Lie
j 4 4) FLORIDA C.A.NUMBER:25846
Aq
J21
P S 01V "4f4f
NOTE: ...... %
�_1301 H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR 'o
SIDE OF THE WALL
GO�
TRUSS CONNECTOR SCHEDULE
-i
—an H t, f 4
4E
0 <
TRUSS ID LEFT INTERMEDIATE RIGHT
J36 0
04 TS24 AT %�TS24�T�
TRUSS �TRUSS H13 HTS24 HTS24
N
4Q4:it
co
J42 IF
H01 HTS24
HANGER
'PRO FA )A�f PSON,PE
E
No.50791
COMMENTS:
C14 1;T Lr) ox c
C� c) c__ H2.5T OR H2.5T OR II OR
ALL OTHER TRUSSES
SDWC 15600 SDWC 15600 SDWC 15600
o
. ..... ....... NOTE:
1)ALL TRUSS CONNECTORS ARE BASED ON
UPLIFTS COMPUTED BY ENGINEER OF RECORD
UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
SHALL BE DISREGARDED
IN
E
.... .... .... ....
......... ........... ....
2)THE TRUSS LAYOUT AND NUMBERING SYSTEM
SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER
F
2
0:0i .. T VARY FROM THIS LAYOUT WITHOUT PRIOR
..............
. ....t APPROVAL BY THE ENGINEER OF RECORD AND THE
....... . ONTRACTOR
C
o
MT824 AT
HTS
BEAM 1.
....... . IEAM 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED
AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR
tea APPROVAL OF THE ENGINEER OF RECORD _s
co . ........
......_113
Z
36= 136 4)HTS24 HTS30 STRAPS MAY BE INSTALLED ON THE
B
INTERIOR SIDE OF WALL
L
Z
5)REFER TO MANUFACTURERS INSTALLATION DETAILS
OFFICE COPY
IL TS24 AT
WHEN USING SDWC SCREWS
RUSS
K02 �T
LU2
K03— CLIENT:
L01 BEAM SCHEDULE RIVERSIDE HOMES
ii Q J29
BEAM I.D. BEAM SPECIFICATIONS
PROJECT:
J3 =J36 89 ATLANTIC BEACH C.C.
2
BM7 (2)1 Y4"x 20"2.OE LVL
(WHEATON-CUSTOM)
C::�I
J31 J31 z' JOB NUMBER: COUNTY:DUVAL
Lij 777�7_7==i 16-1691
co co
SCALE:
lo
E y8" =l'-O"(U.O.N.)
DO NOT SCALE THIS DRAWING
RELEASE DATE:
01-16-17
REVISIONS:
DRAWN BY-
L5
UPPER ROOF LAYOUT CHECKED BY:
Mj13 FSS
TITLE:
UPPER ROOF LAYOUT
t
21
SHEET:
S-8
ULSBERG
OVERHANG EX FEND RAFTER PAST DIAGONAL
ENGINEEFJNG, INC.
H
OVERHAN 314" 11481 OLD ST.AU6USTI NE RD.,SUITE#202
JACKSONVILLE,FL.32258
0.131"x 3"NAI LS @ 8"0.C.
---P:904.886.2401 F:904.260.4367
STAGGERED ACROSS
0.131"x 3"NAI LS @ 8"0 C 'mww,HulsbergEngineedng.com
ROOF SHEATHINC,,, ALL INTERSE7ING MEMBERS ROOF SHEATHING STAGGERED ACRO�� MBER:25846
NU
,INCREASE NAIL SIZE TO THROUGH TRUSS INTO RAFTER INCREASE NAIL SIZE TO\ ALL INTERSEC ING MEMBERS OF�Qtv
0.120"x 3"RING SHANK IN FROM OPPOSITE 31DES OF NOTCH 0.1 20"x 3"RING SHANK IN
OVERHANG AREA OVERHANG AREA 4%,
10;
lx6 T&G DECKIN lx6 T&G DECKING---
G__
0 uj
O'k
U.-
�PRE-ENGINEERED TRUSS
__`��PRE-ENGINEERED TRUSS
2x6 RAFTER SLOTTED INTO)GAP 7 — wk, F
BETWEEN CORNER HIP JACKS __��BEARING WALL 2x6 RAFTER SISTERED TO SIDE **_�BEARING WALL It"eassoo
OF TRUSS.LOWER RAFTER TO F E -17
LOWER RAFTER TO ALIGN WITH s -
ELEvA rION ALIGN WITH BOTTOM OF T&G 1""I'llfrondi SIMPSON,PE
BOTTOM OF T&G (i.e.RAFTER IS NOT CUT OR ELEVATION
FL PE No.50791
NOTCHED) COMMENTS:
Ax13 RAFTER SLOTTED INTO GAP
2x6 RAFTER SISTERED TO SIDE
BETWEEN CORNER HIP JACKS
OF TRUSS.LOWER RAFTER TO
LOWER RAFTER TO ALIGN WITH ALIGN WITH BOTTOM OF T&G
BOTTOM OF T&G
(i.e.RAFTER IS NOT CUT OR NOTCHED)
BEARING WALL
F
LIGI
i.e.
�PRE-ENGINEERED TRUSS
PRE-ENGINEERED HIP TRUSS
-,BEARING WALL
PLAN VIEW
PLAN VIEW
CORNER HIP RAFTER DETAIL RAFTER TAIL DETAIL
�_9
OFFICE COPY
CLIENT:
RIVERSIDE HOMES
-6 PROJECT:
89 ATLANTIC BEACH C.C.
2
o
(WHEATON-CUSTOM)
JOB NUMBER: COUNTY:
16-1691 DUVAL
SCALE: it
V-0"(U.O.N.)
X8
E
DO NOT SCALE THIS DRAWING
RELEASE DATE:
01-16-17
REVISIONS:
DRAWN BY:
CMF
-s CHECKED BY:
MJB FSS
TITLE:
DETAILS
dj
SHEET:
S-9
BRICK VENEER WITH 1"AIRSPACE
AND WALL TIES BRICK VENEER WITH 1"AIR (1)#5 CONT. ULSBERG
SPACE AND WALL TIES <
CONT.FLASHING;PROVIDE WEEP HOLES HENGINEERING, INC.
E:l
I_— FILL JOINT WITH ELASTOMERIC SILL PLATE
@ 33-O.C. SILL PLATE 11481 OLD ST.AUGUSTINE RD.,SUITE#202
04
CONT.FLASHING;PROVIDE JOINT FILLER
GROUT AIR SPACE BELOW FLASHING x HEIGHT OF CURB VARIES(8" JACKSONVILLE,FL.32258
SILL PLATE WEEP HOLES @ 33"O.C.
< CONCRETE SLAB P:904.886.240-F:904.260.4367
CONCRETE SLAB GROUT AIR SPACE BELOW 2 6"MIN. MAX.) LZ
21 www.Hulsb�tEngineedng.com
SILL 00
C14 FLASHING
GRADE---\ CONCRETE SLAB F�ORIDA C7 NUMBER:25846
PLATE
`R/ E
CONCRETE SLAB
GRAD
(1)#5 CONT.
00
RAD 7�
G
8"CMU STEMWALL WITH(1)#4 48"O.C.
c:
H
8n CMU STEMWALL WITH(1)#4 48-O.C. //�0 AND IN EACH CORNER, 0, a 7
00 FILL CELL SOLID AT EACH#4 REBAR.
5
\/xI AND IN EACH CORNER.
HOOK REBAR 12"INTO UPPER COURSE
CD
J_ FILL CELL SOLID AT EACH#4 REBAR.
E0 'A" v �Z
HOOK REBAR 12n INTO SLAB AND 6"INTO X OF BLOCKS AND 6"INTO FOOTING.
-011
2)#5 CO
FOOTING. 6" : LAJ
lk
6" V-4" TWO STORY (2)#5 CONT.
511
T-8- ONE STORY (2)#5 CONT.
511 ONE STORY
�0_ __j_�5 MONT.
-8" ONE STORY (2)#5 CONT. __T TWO STORY
-90, V-8" (3)#5 CONT.
V-8" TWO STORY (3)#5 CONT. TWO STORY-(3)#5 CONT. 43
F
(7� SECTION-STEMWALL WITH BRICK SKMON MONOLITHIC WITH BRICK rD SECTION-STEMWALL AT GARAGE SECTION-MONOLITHIC AT GARAGE PE
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT , FF 91
ENGINEER FOR ADDITIONAL REQUIREMENTS. D�-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS.
CONCRETE SLAB
<
SILL PLATE IL L!
04 SILL
CONCRETE SLAB
CONCRETE SLAB
00
_N PL�T
3RAD
CONCRETE SLAB
GRADE GRADE-
GRAD
(1)#5 CONT.
1)#5 CONT.
8"CMU STEMWALL WITH(1)#4 48"O.C.
z zo
9 AND IN EACH CORNER. ADD 8"x 16"CMU TO INSIDE OF
X
FILL CELL SOLID AT EACH#4 REBAR.
c>
A STEMWALL AT POST LOCATION
REBAR 12"INTO SLAB AND 6"INTO WITH(1)#4 VERTICAL IN EACH
FOOTING.
611
ONE STORY-(2)#5 CONT. (AS NOTED) REINFORCEMENT(AS NOTED)
11-811 ONE STORY-(2)#5 CONT. l'-4" —TWO STORY-(2)#5 CONT. REINFORCEMENT(AS NOTED)
TWO STORY-(3)#5 CONT. AS NOTED
SECTION-STEMWALL SECTION-MONOLITHIC (7� SECTION-PAD FOOTING AT PORCH STEMWALL SECTION-PAD FOOTING AT THICKENED EDGE-
�D-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT OFFICE COPY
1\�Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT 0
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)
ZZ
AND WALL TIES CLIENT:
RIVERSIDE HOMES
CONT.FLASHING;PROVIDE WEEP HOLES
@ 33"O.C. -BRICK VENEER WITH 1"AIRSPACE STHD14 STRAP NAILED TO
< GARAGE DOOR POST.
GROUT AIRSPACE BELOW FLASHING AND WALL TIES C/) PA51 STRAP NAILED TO GARAGE PROJECT:
—i �— I EMBED STRAP INTO FOOTING
C/);
:;Fc DOOR POST.BEND STRAP INTO 89 ATLANTIC BEACH C.C.
(1)#5 CONT. < CONT,FLASHING;PROVIDE WEEP = U-i AS SHOWN. 2
20
FOOTING AS SHOWN.
SILL PLATE HOLES @ 33"O.C. 0 < (WHEATON-CUSTOM)
FILL JOINT WITH ELASTOMERIC 0 ui
�zl 6"MIN.L GROUT AIR SPACE BELOW FLASHING -0 JOB NUMBER: Y:
JOINT FILLER < U) COUNT
M
111 16
2 SILL HEIGHT OF CURB VARIES(8"MAX.) C/) w d SCALE: -1691 DUVAL
i — I Lu U-
A EE �e
PLATE I I A I I z
—CONCRETE SLAB —#4 WITH 6"HOOK INTO FOOTING 0 Y81,=V-0"(IJI.O.N.)
Lu E
ONCRETE SLAB GRAD AND BENT 12"MINIMUM INTO Ckf R DO NOT SCALE THIS DRAWING
GRADE—, 12
THICKENED EDGE. < RELEASE DATE:
A
01-16-17
8"CMU STEMWALL WITH(1)#4 @ 48"O.C. F- GRADE REVISIONS:
<D Z
;_ 2 00
NU IN EACH CORNER.
*J FILL CELL SOLID AT EACH#4 REBAR.
'GRADE
HOOK REBAR 12"INTO UPPER COURSE
OF BLOCKS AND 6"INTO FOOTING.
DRAWN BY:
1'5" ONE STORY_m�#5 MONT. X CMF
CHECKED BY:
11 TWO STORY-(3)#5 CONT.
1-8" ONE STORY-(2)#5 CONT. NOTE:
Mj13/FSS
V-8" TWO STORY-(3)#5 CONT.
REINFO EMENT IS NOT REQUIRE'b" TITLE:
TO PASS THROUGH SLOTS IN STRAP. FOUNDATION DETAILS
SHEET I of 2
SECTION-STEMWALL AT GARAGE WITH BRICK SECTION-MONOLITHIC AT GARAGE WITH BRICK DETAIL-PA51 INSTALLATION(STEMWALL) DETAIL-STHD14 INSTALLATION (MONOLITHIC) 21
ml SHEET:
��D-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT �Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS.
SD-1
l�j
SHOWER AREA
REA
SHOWERA --- MONOLITHIC FOOTING (2)MSTAM36-Z STRAPS ULSBERG
ENGINEERING, INC.
NAIL EACH STRAP TO CRIPPLE STUD H
WITH(13)10d COM NAILS 11481 OLD ST.AUGUSTINE RD.,SUITE#202
8"CMU STEMWALL I
3"MAXIMUM OVERHANG JACKSONVILLE,FL.32258
FA TEN STRAP TO FOUNDATION P:904.886,201 F:904.260.4367
(OPTIONAL) S
RM EDGE mt www.HulsbdgEngineering.com
z 0< WALL WITH f8)4'x 24'CONCRETE
PLAN VIEW CONCRETE SLAB
FLORIDA C.A.NUMBER:25846
PLAN VIEW < SCREWS IN 0 MASONRY OR
E
Y411 x 1 Y4'CONCRETE
k. Ag,!m 0
�x 7 NEWS INTO CONCRETE.
p 04,
4% 0
CONCRETE SCREWS SHALL BE s
Izz
x POWERS"TAPPER"WITH PERMA-SEAL I
E (1)#5 CONT.
x
(1)#4 CONT. GRAD FINISH OR EQUAL. CO
CMU STEMWALL WITH(1)#4 @
X X/XI I 1�
VARIES < STRAP SHALL BE COVERED WITH
HEIGHT OF CURB 2 /48"O.C.AND IN EACH CORNER. tz
SI L 1)#4 CONT.
C'4 LA'
CONCRETE SLAB HEIGHT OF CURB VARIES(8"MAX.)
SILL FILL CELL SOLID AT EACH#4 SIDING OR STUCCO
PLATE P E 0
Z
NOTE:
REBAR.HOOK REBAR 16"INTO
PORCH SLAB AND 6"INTO THI
S DETAIL MAY BE SUBSTITUTED FOR
GRADE-\
�x CONCRETE SLAB FOOTING.
X X///N)�/\�\/\, EITHER THE PA51 STRAP(STEMWALL)
0 -
GRADE� OR
J-8� #5 CONT. THE STHD14 STRAP(MONOLITHIC).
RE
8"CMU STEMWALL WITH(1)#4 @ 48"O.C. Z:
ox
C? AND IN EACH CORNER. X/
CD
It SECTION-PORCH STEMWALL DETAIL- EMBEDDED STRAP ALTERNATE
FILL CELL SOLID AT EACH#4 REBAR. L R
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
HOOK REBAR 12"INTO SLAB AND 6"INTO �D2 �,SJD-2
FOOTING. ENGINEER FOR ADDITIONAL REQUIREMENTS.
V-0" ONE STORY-(2)#5 CONT.
ONE STORY-(2)#5 CONT.
l'-4" TWO STORY-(2)#5 CONT. NOTE:
I WO STORY-(3)#5 CONT. 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
�D2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT CONCRETE SLAB (TYPICALLY 1-4 HOURS IN WARM WEATHER)
ENGINEER FOR ADDITIONAL REQUIREMENTS.
.92
C)a 0 tjr�
FILL CUT WITH 1"DEEP xY8"WIDE SAW
ELASTOMERIC CUT AT DENOTED
FILLER LOCATIONS.
1)#5 CONT.
GRADE---\
ONCRETE SLAB
SILL�j VC
CONCRETE SLAB )/8"CMU STEMWALL WITH(1)#4 @
PLATE
/48"O.C.AND IN EACH CORNER.
4
FILL CELL SOLID AT EACH#4
If REBAR.HOOK REBAR 16"INTO
s x Eb
PORCH SLAB AND 6"INTO
FOOTING.
6" CONCRETE SLAB
(1)#5 CONT. V-8m -1 (2)#5 CONT.
T-4" ONE STORY-(2)#5 CONT.
V-8" TWO STORY-(3)i5-—CONT.
CLIENT:
4
SECTION TYPICAL SAW-CUT CONTROL JOINT RIVERSIDE HOMES
SECTION-PORCH STEMWALL WITH BRICK K-T
SECTION-INTERIOR BEARING K'K OECTION THICKENED EDGE
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT �D2
�D2 �D2 ENGINEER FOR ADDITIONAL REQUIREMENTS. PROJECT:
89 ATLANTIC BEACH C.C.
(WHEATON-CUSTOM)
JOB NUMBER: y:
1 6.169, ICOUIT DUVAL
___�TREATED POST SCALE:
BEARING POST(AS NOTED Y811=1-4'(IJI.O.N.)
CURB HEIGHT VARIES E
CONCRETE SLAB CONCRETE SLAB ABU P09T BASE WITH p
DO NOT SCALE THIS DRAWING
PAVERS BY OTHERS
SILL--\ zz G
—CONCRETE SLAB 8 ALV.ANCHOR EMBEDDED RELEASE DATE:
PLATE 0141147 -
---CURB HEIGHT VARIES 12"(SET-XP ADHESIVE)
cf) /
REVISIONS:
c)
Lu Lu
CO F_ X,
<
777�7e 8"TALL,12"SQUARE GROUTED
< 0 /x\:l\�7
/x V, V\
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 NOTE[) CONT. 2'-0"
1'4" ONE STORY-(2y#5CONT. Flj (1)#4 Mj13 FSS
TITLE:
TWO STORY-(3)#5 CONT. FOUNDATION DETAILS
SECTION-NON-BEARING STEPIDOWN _u SHEET 2 of 2
DETAIL-PAD FOOTING AT PAVERS
SECTION-BEARING STEPDOWN (_P_� QECTION INTERIOR BEARING PAD FOOTING SD-2) �D2 SHEET:
SD-2) SD-2)
-2
SID
Y16'OR'y32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF ROOF COVERING(BY OTHERS) ULSBERG
'M2"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF ROOF TRUSSES
'X32"RATED SHEATHING,EXPOSURE I-METAL ROOF HENGINEERING, INC.
FASTEN WITH 0.113"x 2 Y8"RING SHANK 11481 OLD ST.AUGUSTINE RD.,SUITE#202
NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. JACKSONVILLE,FL 32258
c
P:904.886.2401 F:9D4.260.4367
CONNECTOR AT EACH TRUSS www.HuIsbergEn
(SEE TRUSS CONNECTION SCHEDULE) F�ORIDA C.A.N��BER:25846
NCTE:
09 s 01v
TRJSS TO WALL CONNECTION CORN ICE DETAIL------/
x
HARDWARE MUST BE INSTALLED (BY OTHERS)
0 THE EXTERIOR SIDE OF THE
4b ZI
cc
LL GYPSUM BOARD al"
No.2 SPF OR No.2 SYP
2x— Z"
_4
SUBFASCIA WITH(2)0.131"x 3 Y4'
ENDNAILS AT TRUSS(U.O.N.) (2)2x—SYP#2 DOUBLE PLATE(U.O.N.)
C.D
WALL SHEATHING SHALL EXTEND TO TOP OF N�
DOUBLE PLATE IN ALL LOCATIONS AND SHALL
0 IF
BE NAILED @ 3"O.C.TO THE TOP PLATE OF THE
DOUBLE PLATE(NAILING MAY ALSO BE N,PE
of i
STAGGERED ACROSS BOTH PLATES) 50791
OMMENTS:
SEE DETAIL 7"ON SD-4 FOR BETWEEN FLOOR
CONNECTIONS
ROOF COVERI I 4G(BY OTHERS)
;/16"OR ly32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF 2x—SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM
ROOF TRUSSES 23/
'X32'RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF BOARD WITH 0.131"x 34'NAILS @ 6-O.C. 32"RATED STURD-1-FLOOR(T&G)SHEATHING
1Y32"RATED SHEATHING,EXPOSURE I-METAL ROOF
GLUED AND NAILED.FASTEN WITH 0.131"x 2X2"
FASTEN WITH 0.113"x 2 Y8"RING SHANK RING SHANK @ 6"O.C.ON EDGES AND 12"O.C.IN
NAILS @ 6"O.C.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
0
SIMILAR-SEE SECTION"C"ON SD-4 FOR OPEN B
NOTE:
TRUSS TO WALL CONNECTION CORNICE DETAIL WEB TRUSS)
I A
HARDWARE MUST BE INSTALLED (BY OTHERS)
ON THE EXTERIOR SIDE OF THE
GYPSUM BOARD
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 34' (2)2x—SYP#2 DOUBLE PLATE(U.O.N.) TOENAILS
ENDNAILS AT TRUSS(U.O.N.)
(2)2x SYP#2 DOUBLE PLATE(U.O.N.)
L OFFICE Culoff"PY
WALL SHEATHING SHALL EXTEND TO TOP OF
DOUBLE PLATE IN ALL LOCATIONS AND SHALL
RIM BOARD(LSL OR LVL) 16
BE NAILED @ 3"O.C.TO THE TOP PLATE OF THE
ly32"FULL LENGTH RATED SHEATHING,EXPOSURE 1. DOUBLE PLATE(NAILING MAY ALSO BE 'Y32"FULL LENGTH RATED SHEATHING,EXPOSURE 1. CLIENT:
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"x 2Y2" NAILS @ 6"O.C.ON
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)
4 PROJECT:
_2x SPF#2 STUDS@ 16"O.C.-U.O.N. T
2x SPF#2 STUDS @ 16"O.C.-U.O.N. 89 ATLANTIC BEACH C.C.
APPLY SHEATHING HORIZONTALLY FOR STUCCO (SEE WALL LAYOUT)
APPLY SHEATHING HORIZONTALLY FOR STUCCO (SEE WALL LAYOUT) Z
(WHEATON-CUSTOM)
APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1
APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1 JOBNUMBER: ICOUNTY:
RATED OR 15/32"RATED SHEATHING MAY BE RATED OR 15/32"RATED SHEATHING MAY BE
DUVAL
INSTALLED VERTICALLY. INSTALLED VERTICALLY. SCALE:
�211 1 1-011(U.0.N.)
8
DO NOT SCALE THIS DRAWING
RELEASE DATE:
INSET WALLY2"FOR STUCCO APPLICATIONS INSET WALLY2"FOR STUCCO APPLICATIONS ENO 01-16-17
i REVISIONS:
WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE 2x TREATED SYP#2 SILL PLATE WITH V�ALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE 2x—TREATED SYP#2 SILL PLATE WITH
IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. SIMPSON Y8"0 x 6'TITEN HD
IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. SIMPSON Y8"0 x 6"TITEN HD
(OR TITEN HD ROD COUPLER) DRAWN BY:
(OR TITEN HD ROD COUPLER) zz
-_awlz CMF
WITH 3"x 3"xY4"WASHER @ 24"O.C. 1!, WITH 3"x 3"xY4"WASHER @ 24"O.C.
CHECKED BY:
MJB FSS
TITLE:
FRAMING DETAILS
SHEET I of 3
SECTION-TYPICAL EXTERIOR ONE STORY WALL (7� SECTION-TYPICAL EXTERIOR TWO STORY WALL
(-A SHEET:
�-3
-3
SD
SHEATHING SILL PLATE(BELOW)
_2x CORNER FRAMING FULL ULSBERG
FIELD�AILING HEIGHT STUDS(TYPICAL) ENGINEERING, INC.
6H
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 JACKSONVILLE,FL.32258
'O.C.
SHEATHING EXTENDS DOWN ONTO NAILS @ 12 P:904.886.246f F:904.260.4367
BOARD WITH 0.131'x 3Y4'NAILS @ 6"O.C.
RIM BOARD MINIMUM 6" STAGGERED(TYPICAL) 21 www.HulsbobrgEAgineering.com
TO ALLOW FOR NAILING
FLORIDA C.A.NUMBER:25846
EDGE NAILING AT SOLE PLATE
2x—BAND BOARD PER TRUSS MANUFACTURER
U- 2X6 OR 2X8 FR�IVIEbWALL
RIM BO kRD
SILL PLATE(BELOW)
'v
/8"CLEARANCE BETWEEN PANELS ROV IS 0.131"x 2 X"NAI LS
BETWEEN FLOORS TAGGERED @ 6"O.C.REQUIRED 2x4 CORNER FRAMING FULL HEIGHT STUDS 'Pe
_0
IN UPPER AND LOWER SHEATHING MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED
VON,
'X32'RATED SHEATHING RIM BOARD
WITH(4)0.131"x 3 4"NAILS TO EACH ADJACENT
NAIL TO TRUSSES WITH(6)0.131'x 2Y2"NAILS. MIN.XV SPACE BETWEEN PANELS
STUD
I '�p * ox
\\\__SHEATHING EXTENDS ABOVE DOUBLE ALTERNATE:INSTALL SOLID STUD IN THIS
TOENAIL TRUSS TO PLATE WITH
PLATE MINIMUM 6"TO ALLOW FOR SPACE
(2)0.131"x 3 X"NAILS NAILING
2x4 CORNER FRAMING FULL HEIGHT STUD
DOUBLE PLATE(U,O.N.) EDGE NAILING AT DOUBLE PLATE PE
__(2)ROWS OF 0.131"x 3 X"
NAILS @ 12-O.C.
2x4 FRAMED WALL oo
SECTION-TYPICAL OPEN WEB FLOOR TRUSS KF DETAIL-TYPICAL SHEATHING NAILING BETWEEN FLOORS (J--� SECTION-TYPICAL FRAMING AT 900 CORNERS
�-4 �4
NAIL SCAB TO TOP CHORD WITH
//--METAL CONNECTOR REQUIRED METAL CONNECTOR
(4)0.131"x 34'NAILS
(SEE CONNECTION SCHEDULE) ------ NOT REQUIRED
ADD 2x4 VERTICAL SCAB IN EACH
TRUSS IF NO WEB IS PRESEN
0.131"04' NAILSTYPICA�AT
UPLIFT CONNECTOR(AS NOTED)
RCH TRUSS DOUBLE PLATE
2x4 SPF BLOCKING-NAIL WITH(2) \--DOUBLE PLATE
2x4 X-BRACE ACROSS LENGT I OF
0.131"x 3Y4"NAILS AT EACH END SHEARWALL L 2x SPF#2 STUDS @ 16"O.C.
(END NAIL OR TOENAIL) 2x SPF#2 STUDS @ 16"O.C.
NAIL SCAB TO PLATE WITH(3
-CONCRETE 1 Od CUT NAIL
0 131"x 34'TOENAILS - THREADED ROD ASSEMBLY OR
@ 24"O.C.OR "'x 3"'TAPCON
QUICK-TIE AT NOTED SPACING T 7
T'RUSS(AS NOTED) SCREW @ 32"O.C.
TRUSS BOTTOM CHORD 2x4 BLOCKING BETWEEN TRUSSES
2x TREATED SYP#2 2x TREATED SYP#2
TOENAILED TO DOUBLE PLAT WITH
SILL PLATE ILL PLATE
NAIL PORCH SHEATHING AS NOTED 7,—� 7 7,
0.131"x 3 X"NAI LS @ 4-0.C.
EXTERIOR FRAMED WALL DOUBLE PLATE OFFICE COPY
MINIMUM X16"RATED SHEATHI\IG, UPLIFT(ROOF)-RODS OR QUICK-TIE FLOOR LOAD ONLY OR
ROOF WITH UPLIFT RELEASED
EXPOSURE I FASTEN AS NOTED
ON WALL LAYOUT(BLOCK ALL,EDGES) CLIENT:
RIVERSIDE HOMES
SECTION-EXTERIOR WALL PERPENDICULAR TO TRUSS SECTION- INTERIOR SHEARWALL PERFIENDICULAR TO TRUSS METAL CONNECTOR
METAL CONNECTOR OR
SECTION ONLY APPLIES WHEN REFERENCED BLOCKING REQUIRED (AS NOTED)
-& PROJECT:
(AS NOTED) SIMPSON SDWC 15600 SCREW 89 ATLANTIC BEACH C.C.
@ 32"O.C.-U.O.N.
(WHEATON-CUSTOM)
12 JOB NUMBER: COUNTY:
/,,—NAIL EACHEND OF BLOCKING TO DOUBLE PLATE DOUBLE PLATE .0
16-1691 DUVAL
B TTOM CHORDS WITH(3)0.131"x 3X" SCALE:
TRUSS(AS NOTED)
/--INSTALL 2x4 BLOCKING BETWEEN 2x SPF#2 STUDS @ 16"O.C. 211 =11-01'(U.O.N.)
8
TRUSS BOTTOM CHORDS 12"O.C. E
2x4 SPF NAILER-NAIL TO TOP PLATE WITH SHEATHING(AS NOTED) DO NOT SCALE THIS DRAWING
SIMPSON SDWC 15450 SCREW
0.131"x 3 Y4'NAI LS @ 6"O.C. 2x SPF#2 STUDS @ 16"O.C. @ 32"O.C.-U.C.N. RELEASE DATE:
BOTTOM CHORD OF TRUSS 01-16-17
ANCHOR BOLTS AT NOTED REVISIONS:
NAIL EACH BLOCK TO DOU 3LE PLATE WITH(3) 2x TREATED SYP#2
SPACING(48"O.C.MAXIMUM) SILL PLATE
0.131"x 3 X"NAILS
2x TREATED SYP#2 —ANCHOR BOLTS AT NOTED
NAIL PORCH SHEATHING AS NOTED
DOUBLE PLATE SILL PLATE SPACING(32"O.C.MAXIMUM) 1 DRAWN BY:
CMF
EXTERIOR FRAMED WALL
MINIMUM X16"RATED SHEATHING, CHECKED BY:
EXPOSURE I FASTEN AS NOTED MjB FSS
ON WALL LAYOUT(BLOCKALL EDGES) SHEARWALL UPLIFT(ROOF)-SCREWS TITLE:
FRAMING DETAILS
SHEET 2 of 3
S
SECTION-EXTERIOR WALL PARALLEL TO TRUSS SECTION- INTERIOR SHEARWALL PARALLEL TO TRUSS K ECTION-INTERIOR WALL CONDITIONS(BEARING AND/OR SHEARWALL)
THIS SECTION ONLY APPLIES WHEN REFER=_NCEID SHEET:
SD-4
(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 , HENGINEEFJNG, INC.
(16)0.131 fix 3"NAILS IN THIS ZONE. (SEE TABLE) SYP#2 DOUBLE PLATE(U.O.N.)NAIL 11481 OLD S
PLATES WITH 0.131 fix 3"NAILS @ 8"O.C. T.AUGUSTINE RD.,SUITE 202
NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WITH JACKSONVILL�,FL.32258
f STAGGERED
JOINT IN LOWER PLATE -JOINT IN UPPER PLATE// - I I iff::: P:904.886.2491 R 904.260.4367
0.131'x 3"NAILS @ 6"O.C.STAGGERED
TYPICAL STUD TO DOUBLE PLATE 21
.__4w.Hulsb@r9Epgineenng.com
JACK STUD AND KING CONNECTION
STUD REOUIREMENTS FLORIDA d.A.NUMBER:25846
(SEE WALL LAYOUT) SPH4 6 INSTALLED HORIZONTALLY
fill,
V..
2x SPF#2 STUDS @ 16"O.C.(U.O.N.)
ZBUILT-UP HEADE, IT IJ4"
S
\—NAILING AT STUD NAILS @ 12"O.C.TOP AND BOTTOM HEADER TO KING NAILING Oi
11 11 1 11 If -
TO DOUBLE PLAT:_ (U.O.N.)
STUD TO PLATE NAILING
NAIL EACH PLATE JACK STUD 2x6 (3)NAILS PER PLY R,
STUD SIZE ENDNAIL TOENAIL 0 ---r z
WITHQ 0.131"x 3X"NAILS-TOENAIL _,�r I -Z
Stag, co S
ORE AIL(TYPICAL) 2x8 (4)NAILS PER PLY
2x4 (2) (3)
-N
'2
DN
2xlo (5)NAILS PER PLY
2x6 (3) (4)
'lapmyn E
2x12 (6)NAILS PER PLY Z, 41
91
2x8 (4) (5)
9 Y2"OR 9 1'
2x`10 (5) (6) DOUBLE SILL REQU RED WHERE OPENING 4
LVL (5)NAILS PER PLY
WIDTH EXCEEDS 61 (U.O.N.)
11/8"OR 114
JOINT IN SILL PLATE
LVL (6)NAILS PER PLY
z.___—BUILT-UP CORNER POST NAILING AT STUD
//—TO SILL PLATE 14"LVL (7)NAILS PER PLY
IV
A Ir 16"LVL (8)NAILS PER PLY
H If
4'MIN.;
u u u u lul lul lul
12'MAX. u 2x—TREATED SYP#2 SILL PLATE
u
ANCHOR BOLT(AS NOTED) \—BUILT-UP POST(WHEN NOTED ON WALL YOUT TYPICAL STUD TO SILL PLATE
7�OUT)
DETAIL-TYPICAL WALL FRAMING CONDITIONS NAIL EACH PLY WITH 0.131"x 3.44" CONNECTION
ALL NAILS NOTED ARE 0.131"x 3X" NAILS @ 6"O.C.STAGGERED (SEE TABLE)
---DOUBLE PLATE NAILING
114MIL SHEATHING TO HEADER WITH
ROWS 0.131 fix 2 X2"NAILS @ 6-0.C.
URCE COPY
Z
DOUBLE PLATE NAIL SHEATHING TO HEADER WITH(6
0.131"x 2 X2"AT EACH END(TYPICAL)
3"O.C.NAILING WITH 0.131'x 2Y2"NAILS CLIENT:
JACKS AND KING STUDS INTO BOTTOM(TYPICAL)
RIVERSIDE HOMES
(AS NOTED)
--HEADER(AS NOTED) NAIL SHEATHING TO KING STUD PROJECT:
2x—BLOCKING(TYPICAL) @ 12"O.C.MINIMUM. 89 ATLANTIC BEACH C.C.
0 (WHEATON-CUSTOM)
1) �3)0.131-x 3 X"TOENAILSAT EACH
JOB NUMBER:
ND(TYPICAL) COUNTY:
EDGE NAILING PER SHEARWALL 16-1691 DUVAL
7CALE:
REQUIREMENTS. NAILS MAYBE
NAIL EACH SILL PLY TO KING STUD 3 V-0"(IJI.O.N.)
STAGGERED ACROSS TWO JACK
E
WITH(3)0,131"x 3.4"NAIL' -TOENAIL E
OR ENDNAIL(TYPICAL) STUDS. DO NOT SCALE THIS DRAWING
RELEASE DATE:
--BEVEL BLOCKING AS REQUIRED FOR EDGE OF PANEL(TYPICAL) 01-16-17
MINIMUM 1 Y2"NAIL PENETRATION INTO NMI/ REVISIONS:
MAIN FRAMING MEMBERS.(TYPICAL)
H
(2)2x—SILL H
lul ANCHOR BOLT REQUIRED WITHIN 6""lul DRAWN BY.
CMF
SHEATHING MAY CANTILE�ER UP TO 2"
OF KING JACK UNIT-MAY BE
-5i CHECKED BY:
LOCATED ON EITHER SIDE. MjB FSS
WINDOW ATTACHMENTS MUST BE
MAXIMUM PAST SUPPORT 3.ALL
ANCHOR BOLTS AS REQUIRED TITLE:
ANCHORED INTO 2x—MEMBERS.
FLUSH HEADER CONDITION DROPPED HEADER CONDITION FRAMING DETAILS
SHEET 3 of 3
L5
DETAIL-TYPICAL ARCH TOP OPENING DETAIL-OPENINGS WITH SOLID SAWN, LSL, LVL, OR PSL HEADER SHEET:
SD-5
END VERTICAL BRACING REQUIREMENT� LAST TRUSS IN ROW REQUIRING BRACING
NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS ULSBERG
BRITTLE FINISH FLEXIBLE FINISH 2x4 BLOCKING-TOENAIL OR ENDNAIL RATED ROOF SHEATHING HENGINEERING, INC.
EACH END TO ADJACENT TRUSS WITH 11481 OLD ST.AUGUSTINE RD.,SUITE#202
BRACING 16"O.C. 24"O.C. 16").C. 24"O.C.
(3)NAILS JACKSONVILLC�FL.32258
X//�NAIL DIAGONAL BRACE TO INTERMEDIATE
P:904.886.240 F;'904.260.4367
NONE REQUIRED 0"TO 53" 0"TO 47" 0"T 67" 0"TO 59"
ROOF S�EATHING x _x WEBS WITH(2)NAILS www.Hulsbe' Engineering.com
rg
M
54"TO 114" 48"TO 99" 68"T 145" 60"TO 126" 2x4 SPIF No.2 DIAGONAL BRACE FLORIDA C.A.NUMBER:25846
2x4 L-BRACE
ROOF TF USS(BY OTHERS)WITH (TYPICAL AT EACH END OF
x
-0 232"
2x6 L-BRACE 100"TO 158" 127"TO 201
1115"TO 182" 146"'
BRACE(IF REQUIRED) CONTINUOUS LATERAL BRACING)
NOTE:
BRITTLE FINISHES ARE STUCCO OR AD AERED VENEER -TO REPLACE(1)ROW OF LATERAL BRACING NAIL DIAGONAL BRACE TO TRUSS O/V 441111,
ops
WEB WITH(3)NAILS c
INSTALL 2x4 No.2 SYP T-BRACE NAILED TO 'ON
FLEXIBLE FINISHES ARE WOOD SIDING,HARDI-PANEL, 10
EACH PLY OF TRUSS WEB AT 6"O.C.WITH
BRICK VENEER,ETC. CONTINUOUS LATERAL BRACE(QUANTITY
--RATED ROOF SHEATHING 0,131"x3"NAILS TO REPLACE(2)ROWS OF
<
AND LOCATION DEFINED BY TRUSS SHOP.
LATERAL BRACING INSTALL 2x6 No.2 SYP > DRAWING.)
2x L-BRACE NAILED TO I > vo
>_ T-BRACE NAILED TO EACH PLY OF TRUSS < w=
VERTICAL WEB WITH <
t7� --- WEB W11 H 0.131 x 3"NAILS @ 6"O-C NAIL CONTINUOUS LATERAL BRACE TO 0
0.1 31"x 3"NAILS @ 6"O-C -------L Z k
EACH TRUSS WEB WITH(2)NAILS
(D -------_ i
Lu VE RTICAL WEB IN GABLE S -2
m ROOF TRUSSES(BY OTHERS) S
E�D TRUSS
<
NOTES: F
2x—LOOKOUTS AT 48"O.C.
(3)TRUSSES IV I qIMUM 1) CONTINUOUS LATERAL BRACES SHALL
NOTE:
w FOR CONTINUqLIS LATERAI BP CE
BE 2x4 No:3 SYP OR 2x4 No.2 SPF OR -c�4Qfvrr_%-)v, ow
c
> 16"OR 24"O.C.
T-BRACING TO BE USED WHEN CONTINUOUS BETTER(I.I.O.N.)
z SPACING(SEE TABLE)
LATERAL BRACING IS IMPRACTICAL.
I Lui I 1 11 1 2) ALL NAILS SHOWN SHALL BE 0.131"x 3"
NAILS(U.O.N.)
SECTION-TYPICAL T-BRACE DETAIL-TYPICAL LATERAL TRUSS BRACING
rA DETAIL-TYPICAL VERTICAL BRACING AT GABLE END �-6
2x4 SYP BLOCKING BETWEEN NOTE:
H2.5A ATE 4CH LOOKOUT NAIL BRACE TO BLOCKING WITH(5)0.131 x 3/1/4-NAILS
LOOKOUTS ALL MEMBERS SHALL BE#2 SYP.
2x4 LOOKOUTS @ 48"O.C.FOR 3 'x 3Y4"TOENAILS AT EACH LOOKOUT
EXTERIOR SHEATHING SHALL— 2x6 BLOCKING BETWEEN TRUSSES WITH 0.13 1'
OVERHANG TOP CHORD OF TRUSS.
BE NAILED TO BOTTOM CHORD ROOF SHE4THING(AS NOTED) (3)0.131'-0/4-NAILS EACH END
OF TRUSS WITH 2x4 BLOCKING REQUIRED BETWEEN
0.131"x 2 1/2"NAILS @ 6"O.C. ROOF SH EATH I N G(AS N OT LOOKOUTS
(U.O.N.ON WALL LAYOUT) 2x—BARGE RAFTER
A
BALLOON FRAMED STUDS
(AS NOTE[
e FASCIA(BY OTHERS)
SINGLE PL4TE NAIL TO TRUSS
BOTTOM C HORDWITH 0.131 x 3 2x4 LOOKOUTS @ 48"O.C.
NAILS @ 6'O.C.
H3 CLIP OR EQUAL AT EACH
�am�N� r y
LOOKOUT OFFICE COm"
GABLE END TRUSS(DROP GABLE)
2x6 BRACE SPACED @ 48"O.C,UNLESS
CLIENT:
OTHERWISE NOTED ON ROOF LAYOUT. RIVERSIDE HOMES
rD DETAIL-BALLOON FRAMED GABLE END(LOW CEILING VA JLT)
ADD 2x4 T-BRACE NAILED @ 6"O.C.
�-6 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN X2 OF EXTERIOR ROOF PITCH PROJECT:
0.131"x MY NAILS IF BRACE
LENGTH EXCEEDS 9'-0. 2 89 ATLANTIC BEACH C.C.
H2.5A Al EACH LOOKOUT
(WHEATON-CUSTOM)
2x4 LOO�(OUTS @ 48"O.C.FOR
:9 JOB NUMBER: OUNTY:
OVERHANG 16.,697, c DUVAL
SCALE:
ROOF S iEATHING(AS NOTED) x % 3 11 =1 1-011(U.0.N.)
2x4 SYP BLOCKING BETWEEN 8
LOOKOUTS DO NOT SCALE THIS DRAWING
BALLOO I FRAMED STUDS RELEASE DATE:
01-16-17
S NOT ED) LSTA12,LTP4,OR SDWC 15600 @ 48"O.C. REVISIONS:
DOUBLE PLATE GBC CLIP-(2)REQUIRED AT EACH BRACE
GYPSUM BOARD CEILING
INTERI 0�VAULT TOENAIL BOTTOM CHORD OF
�z L /TRUSS TO DOUBLE PLATE WITH DRAWN BY:
EXTERIC IR SHEATHING SHALL BE _7" CMF
-0 UPPER PLY OF 0.131"04'NAILS@8"O.C.
NAILED' CHECKED BY:
---;/-2x4 DRYWALL BACKING INSTALLED
DOUBLE PLATE WITH MJB/FSS
CONTINUOUSLY BETWEEN BRACES TITLE:
0.131"x MY'NAILS @ 6"O.C. TRUSS BRACING AND GABLE
(U.O.N.ON WALL LAYOUT)
DETAILS
Ls
SECTION-GABLE END DIAGONAL BRACING -s SHEET:
DETAIL-BALLOON FRAMED GABLE END(HIGH CEILING OULT) (-F
INTERIOR CEILING PITCH EXCEEDS X2 OF EXTERIOR ROOF PITC1
S D-6
Z7 HULSBERG
ENGINEERING, INC.
EXTERIOR BEAM(AS NOTED) P:904.886.74151 F 904.260.4367
LS
www.Hulo�,rgEngineering.com
DOUBLE PLATE ----KLORIDA I C.A.NUMBER:25846
NOTCH BEAM AS REQUIRED TO Off,.
0/v N.
FIT BENEATH DOUBLE PLATE '14111
4
BEAM BEARS ON(2)2x JACKS
(TYPICAL-U.O.N.) VZDOUBLE PLATE CC-
/ - of 0 W
CONDITION: 1 NUT WITH 2"x 2"x WASHER
16
0
(NOTCHED BEAM) ALTERNATE:SIMPSON LBPSY2 SLOTTEIJ-
WASHER WITH 1"WASHER. C
X8"O THREADED ROD
SIMPSON Y8"O x 6"TITEN HD OR /-SIMPSON XFO x 6 X"TITEN HD ROD COUPLER
0 0791
8"THREADED ROD SET IN ADHESIVE H R 9 -
NAIL SHEATHING TO DOUBLE PLATE WITH Z COMMENTS:
8
(2)ROWS OF 0.131"x MY NAIL D6"O.C. WITH MINIMUM 4"EMBEDMENT OR!'THREADED ROD SET IN ADHESIVE WITH
MONOLITHIC FOUNDATION-EXTERIOR S@ WITH 1"WASHER MINIMUM 5"EMBEDMENT WITH 1"CUT WASHE�
NAIL SHEATHING ALONG BOTTOM OF HEADER @ 3"O.C.
XV x 6-TITEN HD SCREW ANCHOR
or
orY8"THREADED ROD SET4Y2"INTO ADHESIVE
Y8"x 6"SCREW ANCHOR BY HURRI-BOLT,INC. INSTALL DSP CLIPS @ 24"O.C.OR
SPH @ 32-O.C.
EXTERIOR BEAM(AS NOTED)
STEMWALL FOUNDATION-EXTERIOR DETAIL-ANCHOR BOLT DETAIL-THREADED ROD ASSEMBLY
DOUBLE PLATE
XY THREADED ROD SET 7"INTO ADHESIVE BEAM INSTALLED BENEATH DOU LE PLATE
INTERIOR APPLICATIONS- BEAM BEARS ON(2)2x JACKS
IF EDGE DISTANCE EXCEEDS 5" (TYPICAL-U.O.N.)
III Metal Connec r Fastening Schedub
USE MONOLITHIC CONDITION
CONDITION: 2 Simpson ID USP ID Uplift Capacity fibs) Fasteners Anchorage(I.I.O.N.)
A36 MPA I n/a (12)0.13 1"x 1 VV n1a
(DROPPED BEAM) ABU44-Z PAU44-TZ 22DO(SYP) (112)0.187 x 2%"or(12)0,162"x 3Yv* 5/8"wl 7'embed
ABUW-Z PAUe8-7Z 2300($YP) (12)0.167x 2Y2'or(12)0.162"x 3Y2' 5/8'w/7"embed Z
CS16 RS150 1705(SYP or SPF) (11)0.146'x Y in each end-(22)total n/a
DETAIL-TYPICAL DTT2-Z INSTALLATION
rB DETAIL-EXTERIOR BEAM TO WALL CO INECTION DSP RSM2 775(SVP or SPF) (8)0.148"x I Winto studs Fri-
(6)0.148*x I W into double plate
�J (USP DTB.TZ SIMILAR) DTT2Z DTB-TZ 2145(SYP)1835(SPF) (8j W x I W SDS Vi'w/4V2"embed(mono)-and Tembed(stem)
G.BC HC520 n/a (5)0.131'x 1 W into gablebrace n/a
(7)0.131"x 2W into double plate
H2.5A n1a:use RT7 80D(SYP) (5)0.131'x 2W in each end-(IlUji total n/a
MONOLITHIC FOUNDATION-EXTERIOR
H2.5T n1a:use R17 545(SYP or SPF) (5)0.131'x 1W in each end-(10)total n/a
Y2"X 12-TITEN HD SCREW ANCHOR H3 RT3A 455(SYP) (4)0.131'x 2W in each and-(8)tot
H6 LFTAS 950(SYP)820(SPF) (8)0.13 1'x 21W in each end-(16)total n1a
or Y8"THREADED ROD SET 7"INTO ADHESIVE ALTERNATE ANCHOR. H8 RTSA 745(SYP) (5)0.148'x I Yz'in each end-(110)total n/a
............... ...........-.--11--.------------------------- .................... ----------------------------- .................... ................. .....................
Z-EXTERIOR BEAM YY X 6"TITE I HD HDQ8 n1a:use UPHD8 7630(SYP)5495(SPF) (20)A'x 3"S DS 718'wi 15'embed(SET-XP epoxy only) OFF!C- E COPY
_8
STEMWALL FOUNDATION-EXTERIOR (MECHANIC�LLY GALVANIZED) IHDU5 PHD5 9645(SYP)4065(SPF) (14)V7 x 2Y2'S IDS 5/8'w/7'em bed(m ono)an d 17'em bed(st em) -
(AS NOTED) HDUS PHD6 6970(SYP)5020(SPF) (20)A'x 3"S DS 718*w/15'embed(SET-XP epoxy only)
1-1.11-1�................. ........... ......................-.1-11-1-1------------- --11-I.-��............. ....................
THREADED ROD SET 12"INTO ADHESIVE I WITH 2"X X8 WASHER HTA16 1810(SYP) (10)0.148�x 1%" 4'embed
-H6 CLIP FROM
I \ 11 HTS2D;HTS24 or HTS30 HTW20,HTW24 or HTW30 1450(SYP)1245(SPF) (10)0.149'x T in each end-(20)total n/a
INTERIOR APPLICATIONS- POST TO BEAM HTSM16 or HTSM20 HTWM10orHTWM20 1175(SYP) (8)0.148'x 3"into wood n/a CLIENT:
�4)A'x 2Y."Titen into cmu
RIVERSIDE HOMES
IF EDGE DISTANCE EXCEEDS 5"USE LAP BEAM PLIES AND (4)A'x 11/4"Tten into concrete
HTT4 HTT4 4235(SYP) 364"PF) (18)0.167 x 2%" 518'w/7'embed(mono)and 12'am bed(stern-)
/2'x 12"TITEN HD SCREW ANCHOR NAIL AS SHOWN-(5)
HTT5 HTT5 5090(SYP) 4375(SPF) (26)0!1 SZ'x 2V2" 518'w/7'embed(m ono)an d 12"em bed(stem)
or 5/8"x 8"TITEN HD SCREW ANCHOR 0.131"X 3 X"NAILS PER PLY ---------------------------------- M!5o------------------------------- nia (12)0.1 _x-1 Y'2-*-----------------------------------------n-ta-------------------------------------------------------------------------- PROJECT:
orY8"THREADED ROD SET 6"INTO ADHESIVE LSTA18 LSTA18 1235(SYP)11 10(SPF) (7)0.148'x 3"in each end-(14)total n1a 89 ATLANTIC BEACH C.C.
PT POST(AS NOTED) LTS12 LTW112 775(SYP)666(SPF) (6)0.148'x 3"in each end-(12)total n/a
MSTA24 MSTA24 1640(SYP)1455(SPF) (9)0.146'x 3"in each end-(18)total n/a
MSTAM24 ............i. or too_�._........... �i4 so-k-- ----- - ---- ................ (WHEATON-CUSTOM)
�c DETAIL-TYPICAL HTT5 INSTALLATION \-H6 CLIP FROM POST x into wood n/a
(5)Y4'x 2Y4171ten Into CMU JOB NUMBER: 6.1691 111U1TY:DLjVAL
(LISP PHD5 SIMILAR) TO BEAM
............... .................... (5)Y4"x 11/4"'Titen Into concrete
MSTA30 2050(SYP)lkd�SPFj (11�6.1 4&;-x- T in''ea-ch- G�it6tal' nja
PT POST(AS NOTED)
MSTA30 SCALE:
MSTA36 MSTA38 2050(SYP or SPF) (13)0.146"x 3'in each end-(26)total n/a
EXTERIOR BEAM 1__� �11 =1'-Of'(U.0.N.)
ABU POST BASE MSTAM36 MSTAM36 1870(SYP or SPF) 8
MONOLITHIC FOUNDATION-EXTERIOR (AS NOTED) i (13)0.1487'x 3"into wood n/a
(AS NOTED) (8)'A*x 2V4"Titen into CMU
DO NOT SCALE THIS DRAWING
X8"THREADED ROD SET 15"INTO ADHESIVE (8)Y.'x 11/4"riten into concrete ATE:
Y8"THREADED ROD MTS12 or MTS20 MTW12 or MTW20 1000(SYP)860(SPF) (7)0.148'x 3"in each end-(14)total n/a
�L NVIEWATTOPOF POST 0. 01-16-17
ITH NUT SET IN MTSM16 or MTSM20 HTf#MM16orHrrWM20 860(SYPI 146*x 3"into wood n1a
REVISIONS:
(4)Y4'x 2%"Titen into CMU
STEMWALL FOUNDATION-EXTERIOR .0 ��ADHESIVE
(4)A'x 1%"Titen into concrete
THREADED ROD SET 15"INTO ADHESIVE
(7"EMBEDMENT) PA51 TA51 29*SYP or SPF) (14)0.162"x 2Y2"or 04)0.162"x 3W 4'embed
SPH4 or SPHS SPTH4 or SPTH6 680(SYP)585(SPF) (12)0.14V x 1 V2' n1a
4 SSP RSPT6 350(SYP or SPF) (4)0.148*x 1 YV into studs n/a
INTERIOR APPLICATIONS- (3)0.148*x 1 W into double plate DRAWN BY:
IF EDGE DISTANCE EXCEEDS 5"USE < CMF
< 4 STHD14 ISTAD14 4210(SYP or SPF) (30)0.148"x 3 Y4" 14'embed
4 1 1:1
4 CHECKED BY:
THREADED ROD SET 8"INTO ADHESIVE I I Notes:
< :1 1 1 � Mj13/FSS
Li 1.All connectors are manufactured by Simpson Strong-Tie or USP Structural Connectors(LI.O.N.)
TITLE:
2.SYP=Southern Pine;SPF=Sprwe-Pine-Fir
SIDE VIEW AT BASE OF POST METAL CONNECTOR
3.Mono=monolithic concrete;stem=masonry sternwall or bond beam
DETAILS
14.Anchorage refers to threaded anchors with noted diameters and embedment depths
DETAIL-TYPICAL HDU8 INSTALLATION DETAIL-TYPICAL CONNECTIONS AT EXTERIOR POST
SHEET:
(USP PHD6 SIMILAR)
S�l SD-7
L! Fil
, HULSBERG
ENGINEERIN6, INC.
DOUBLE PLATE 11481 OLD ST.A616USTINE RD.,SUITE#202
><j JACK$6NVILLE,FL.32258
P:90446.2401 F:904.260.4367
www.HulsbergEngineering.com
llllfs�tejjwj,�OF�DA C.A.NUMBER:25846
V-0
>ulv
RiP ff- F
C5
0 0/ /0
0 0 1 1
HEADER(AS NOTED)MAY BE RAISED TO BO
TTOM 0 . z
OF DOUBLE PLATE-MINIMUM(3)2X4 REQUIRED AT :9
U..0.
TOP OF OPENING WITH RAISED HEADER.
/a/ 0 c A a
-4
0 0/
0 *4"
0
kA's
N,I
0 0 0 151*
FASTEN SHEATHING TO HEADER- 0 F�S 00 61-16-17
FLOYD S.NIMPSON,PE
IN 3"GRID PATTERN AND FASTEN 0/ (2)MSTA30 STRAPS
FL PE No.50791
C
SHEATHING TO ALL FRAMING @ 3"O.C. /0 COMM5,NTS:
01
NOTE:SHEATHING ONLY SHOWN FOR
(JSE 0.131"x 2Y2"NAILS ATALL LOCATIONS(U.O.N.) 0: 0
0
NARROW WALL SECTION.
REMAINING SHEATHING NOT
Ily
FASTEN PLATE TO HEADER—------ SHOWN FOR CLARITY.
E
W/(2)ROWS OF 0.131 x 3)/4"@ 3"0.C. --MINIMUM(3)STUDS
0
MINIMUM(3)STUDS-
0 /91 0/.
15
'0 0 0
0 0 0
-Lit 0 /d/ a
MINIMUM 16
RATED SHEATHING 0'b�y A!
00 0,11' 0/.
NAIL BLOCKING TOGETHER—
W/(3)EVENLY SPACED
OFFICE klom;`OPY
/0 .
'x3Y
0.131' 4"
/0 0/a,
STHD14 EMBEDDED STRAP— 0 0 0
(OR HTT5 IF NOTED) CLIENT:
0 0,01
2 RIVERSIDE HOMES
01 0
0
Y8"EPDXIED ANCHOR BOLT— —STHD14 EMBEDDED STRAP PROJECT:
W/(7)MIN.EMBEDMENT W/ 0 0/d/
(OR HTT5 IF NOTED) 89 ATLANTIC BEACH C.C.
MINIMUM 2"x 2"X X16" 0 (WHEATON-CUSTOM)
PLATE WASHER 0/0,0 JOB NUMBER: COUNTY:
16-1691 DUVAL
0
0 SCALE:
0 0 0
X811 =1 1-011(U.O.N.)
0/ CONCRETE FOOTING
0( 0
P/ /0/9/ / /
/o/ , 0 DO NOT SCALE THIS DRAWING
< PER FOUNDATION PLAN RELEASE DATE:
2!
s 01-16-17
REVISIONS:
Z, DRAWN BY:
L5 CMF
CHECKED BY:
MjB FSS
TITLE:
APA WALL DETAIL
DETAIL-NARROW WALL METHOD DETAIL
SHEET:
�-8 SD-8