1804 ATLANTIC BEACHC DR - ENGINEERING DRAWINGS All claims for error or defective material must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA
Roof Floor
Hanger Schedule- Top Chord Live Load 20.00 40.00 p.s.f.
Hanger Oty Top Chord Dead Load 7.00 10.00 p.s.f.
HTU26 39
MIT420 1 Bottom Chord Live Load 0.00 0.00 P.S.f.
441611 THA426 2
Bottom Chord Dead Load 10.00 5.00 p.s.f.
11' 7 1/2" 18' 5 1/2" 141511
otal Load 37 55 p.s.f.
Duration Factor 1.25 1.00
D01
Building Code FBC 2014 RES
117(4 E Wind Standard ASCE 7-10
J15 0
12' 111 7' 3 1/2"
0 8 Wind Speed 130 m.p.h.
J16
ind Usage RES. T 11
1,-- 00 00
BO G01 N CN
Building Exposure B
LU
0 ----N\
G02 ------ BO ui ing ype ose
J27 J27
HTU26
F14
LO
J29 40 J28 NOTE
HTU26 It is the responsibility of the building designer or architect to
provide an appropriate connection for trusses to supporting
CO 0 K01 structure per reactions shown on truss engineering. Special
8k&""_'�A MEN �&7 LO 0
0 HTU26 d considerations for mechanical equipment andlor plumbing (and
0
their connections) in truss space must be diagrammed by the
W __7
11411 builder an approved truss layout prior to fabricaton.
HTU26 0 0
Manning Building Supplies is a truss manufacturer whose
00
HTU26 Ci responsibilities are limited to those described in VVTCA 1-1995
(sections 6.0 and 7.0). Accordingly, it disclaims any
0 responsibilities for the the construction design, drawings
HTL126
0 LID documents including the installation and bracing of trusses
S e 2x Ledger by Others E04 manufactured by Manning Building Supplies.
c
A h d to Floors
CN tt m 0 CD
LL HTU26 Bo @ 104-1/8"
C)
E06___ 1' 4"
d Warning:
d
I onven na ming, ere n an r permanen I
E06'
the responsibility of the truss designer, plate manufacturer, or
0 N __-H
. ....... ..... 0 -1 AJC Chase truss manufacturer Persons erecting trusses are cautioned to
E07 d (Below) seek professional advice regarding erection bracing which is
d always required to prevent toppling and dominoing during
01
acing which may be required in
7777=
IHTU26 0 erection; and permanent br
"14- C\I
/A 0 E68- 04 CN This corner to be conventional specific applications. See "Bracing wood trusses commentary
77 —.HTU26 framed by others to allow for and recommendations (BCSI 1-03) for further information.
HTU26 40 J 3' Duct work to pass thru from
I A/C Chase Below Trusses shall be installed in a straight and plumb position.
+ 2' 3 11/2 LL THA426 c0i J09 HTU26 It Where no sheathing is applied directly to the top andlor bottom
01/1 0 chords, they shall be braced as specified on the engineered
F11 1 of 0
118 1/2 //1 0 X HTU26 HTU26 design. Trusses shall be handled with reasonable care during
C06 vc�7 C*4
J08
3101 erection to prevent damage or personal injury.
12(
0
Approved truss anchor by builder. Approved trus anchor bv,builder.
A/C Chase/ 'HT 6- 0 C 06 CN H06 FLOOR TRUSS
J052M minimum top and bottom chords. NE
(Above) CN T1_ Square cut overhangs. 3 VZ'Ribbon
CN 00 0 12
NOMM
*H-T 72 6 V_ H05 29'
z C04 - zo
co 0 1' 7 1/2 L0 9-718"
C) 0
HTU26 Single 2x Ledger y ers 5-1/2"
CN LL 'qr -4 H04 BRG. SRG.
Attached to Floors 0 0 NVT Field Applied
Bottom @ 10"11-1/8" ce) (D -Unless noted—
otheWse.
C) 77
HTU26 C.0 Typical Truss Ends Typical Truss Ends
d7 0 Approved truss anchor by builder.
7, '�g
_�7,7 7,7,77' 77M
0 �y 2x4 minimum top and bottom chords.
HTU26 Square cut overhangs.
11 3/4 of F06(2) IT 12
1 10 V HTU26 0 2.5
0 8-91
F09 N cm 10
CN 3" 12
I HTU26 J03
BRG.
Field Applied
A 417 HTU26 ss noted-
A otherMse.
L _J 01
0
I U26
d Typical Truss Ends
F
I'HTU26
10
101,
0 LO HTU26
HTU26
C:
HTL12 Attic Area co, HTU26 C10
F04 C:) 0 0
0 0 coo (0 (00 W Wo Wo to
C14 N
D D D D
l'- 17- l-_ I-
0 0 T_
mazz m rz 1
C:) 0
LL
2411 0.C. 318" Engineer of Record:
1 4
C\11
CD Floyd S. Simpson - FL PE #50791
EO 0
C)
01(8 CN
01 0 0 Jacksonville, FL 32258
7� 9 0 11481 Old St. Augustine Rd #2021
MUMM-r=
< 00
cle),
C) C)
LL CN
(D
IF I J03
131 H02 CE COPY Manning Building
F01 First Spacing C:) OFF1
'1�_1151 CN
7' 04 N Supplies, INC.
C) H01 40 11155 Phillips Parkway Dr. E.
W — SHOP DRAWING REVI
Ln J20 14, J20 ATTENTION:Review of shop drawings is Only for conformance with Jacksonville, FL 32256
Dormers to be Conventionally framed by others 0) J the design concept of the project and does not relieve the contractor
ot. responsibility for any deviation from the requirements of the shop Phone: (904) 268-8225
dt a4ngs.Contractor shall determine and verily all f1eW measuremerft Fax: (904) 260-2981
Poll 0 13 RMRNED FOR CORRrCTION
12' 11 6 25' 711 C) \6'APPROVED VVM.MBS-CORP.COM
---------7" CN
J J '.0 A�O-ROVED AS NOTED 0 RETURNED WITHOUT ACTION JAXTRUSS@MBS-CORP.COM
441611 .) ,,- 0 SEE TIRANSMIF�L LETTER
18' 8 1/2" 0 NOT APPROM .,-- / NT / If
COMME S Customer
19' 4 1/2" DATE_�� Riverside Homes
All Wall Heights on this level 0 10'1-1/8 Ilk Ilk FL CEF#.W6
NQ;or % HULSBERG ENGINEERING.INC.
All Wall heights on this Level 0 91-1/8" above 2nd F.F. 11481 ST AUGUSTINE RD.0 202
JACKSONVILLE.FL32258 Job Name:
S0 out Merriman Residence
LotlBlk/Subdiv
64 ABCC
Scale: ate: Drawn By: Job Number
J
TJ
I
7A
HTI
r
.T'
r
r
V
2'�'ri I/
r _/HTU2
UTI"Q.
I FSO
FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638..,.BLUELINX ONsCENTER=LVL 1899,31 ,,,BLUELINX ON=CENTER BLI=JOIST 15432,...BLUELINX ON=CENTER RIMBOARD 15432 1/4 V-0" /24/2016 JB J160431
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 of this project. minimum 6 mil.polyethylene(visqueen)vapor barrier.Slabs shall be reinforced with HENGINEERING, INC.
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,
11481 OLD ST.AUGUSTINE RD.,SUITE#202
Code,Residential,and the Florida Building Code,Existing Building(as applicable). and flashing requirements are not addressed in these plans. or fibermesh reinforcement shall be used with a minimum fiber length of?'to 2"
JACKSONVILLE,FL.32258
DESIGN CRITERIA: complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per P:904.8'1'F:904..260.4367
2. It is the intent of the Engineer of Record(Engineer)that this work be performed in cubic yard in accordance with manufacturer's recommendations. www'Hulsber Enginei��nng.corn
conformance with all requirements of the authorities having jurisdiction over this type FLORIDA C.Al NUMBtR-:25846
Wind Design Method ASCE 7-10 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 other deleterious material.Structural fill shall be compacted to a density of at least
Building Risk Category: 11 95%of the Modified Proctor Maximum Dry Density(ASTM D1557).Termite protection
3. The contractor is responsible for the means and methods of constru tion. It is the 1
Wind Exposure: C(Enclosed Structure) contractor's sole responsibility to determine the procedure,sequence,and temporary shall be provided in accordance with applicable code requirements. If soil treatment om 45\MP%S Vlzz.
Some@,,
Building Classification: Residential bracing as to insure the safety of the building and its component parts during is used,the treatment shall be done after all excavation,backfilling,and compaction *me Ma
Building Type: Type V Construction construction. is completed.
he wind-borne debris region
Wind-Borne Debris: NOT located in t 4:t - * N
A
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 be
noted,project site considerations shall be the responsibility of the
Unless otherwise compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density
tractor. Examples of such items include,but shall not be limited to, commencing work. UJ
east two feet(2'-0")below the bottom of the footing.
owner and/or con (ASTM D1 557)for a depth of at I LLJ
d special requirements
determination of grade elevations,drainage features,an 5. The contractor shall supply,locate,and build into the work all inserts.anchors,angles,
associated with F 11. The following minimum concrete cover shall be provided for reinforcement:
EMA flood hazard and/or DEP zones.
plates,openings,sleeves, hangers,slab depressions,or other components as may be 3" Concrete cast against and permanently exposed to ea
DESIGN DEAD LOADS:
required to attach and accommodate other work. rth
2" Concrete exposed to earth or weather
Wo
6. All details and sections shown on the structural drawings are intende-d to be typical 1 %"Concrete not exposed to earth or weather %J V I-
Floors: to apply to any similar situation elsewhere in tI)o work except
g wood decking or and shall be construed
The design floor dead load of 12 psf assumes a floor system utilizin where indicated otherwise. 12. All continuous reinforcing steel in concrete shall be lap-spliced with the following
wood subflooring over wood truss,wood I-joist,or solid sawn lumber framing. The floor LL1
minimum lengths: 0
covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer shall be lie contractor #4 bars: 21"minimum Z
7. Refer to the structural drawings for all structural details and sections. T.
noted assumptions
notified if the floor coverings differ from the shall contact the Engineer for clarification in cases of conflict between te structural
#5 bars: 26"minimum
drawings and any drawings prepared by others prior to commencing wor!' #6 bars: 32"minimum J 0
Z
Roofs: CL 0 P
Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) 8. It is the owner's and/or contractor's responsibility to obtain a so;ls expior��.,ztion report. Z Ld - a
13. Reinforcement in footings shall be bent around corners or corner bars sha be used.
Concrete or Clay Tile: 15 psf ea carity of E 0 M t= Z
Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable soil b -ii9ca. r fr m the 0 0 14
2000 psf. The Engineer shall be notified if soil conditions encountered U"Ififo 0 14. The contractor shall provide spacers,chairs,bolsters,etc.,necessary to support CL
C,
noted assumptions. All requirements for site preparation and soij con-ioa-,tion reinforcing steel.Support items which bear on exposed concrete surfaces shall have
0 L
DESIGN LIVE LOADS: specified in the soils,report shall be followed unless more stringent requirements are ends which are plastic tipped or stainless steel. Z IM
specified in these plans. 0 0
0 5 U-
Floors: MASONRY:
Exterior Balconies: 40 psf 0
CONCRETE: M
Exterior Decks: 40 psf General: 0 LL
Sta i rs: 40 psf(or 300 lb point load) Ll. I=
1. All concrete work shall be in accordance with"Building Code Requirementsfor 0
Garages: 50 psf(or 2000 lb point load) Structural Concrete,"ACI 318-11,and"Specification for Structural Conctete,,`AGI 301 1. All masonry work shall be in accordance with"Building Code Requirements for We
All Other Areas: 40 psf Masonry Structures,"ACI 530-11,and Specifications for Masonry Structures,"ACI LU U,
0
530.1-11
C
2. All concrete shall have the following minimum compressive strength at 26 dpys: UJ UJ (3 UJ
(a LU
Attics: Slabs on grade,footings,and misc.concrete: fc=2500psi
Without Storage: 10 psf structural slabs,walls,beams and columns: fC=3U00PG1 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of We
1.
i5
With Limited Storage: 20 psf 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
With Storage: 30 psf(fixed stair access)
3. Cement shall conform to"Specification for Portland Cement"(ASTM CV-,"i) 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used
Roofs: in brick veneer.
Less than 4:12 slope: 20 psf 4. Aggregate shall conform to"Specification for Concrete Aggregates"(A"SITM C33) CLIENT:
4:12 slope or greater: 16 psf 4. The contractor shall be responsible for the design and installation of all flashing. RIVERSIDE HOMES
5. Water shall be clean and free of injurious amounts of oil,acids,alkalis,�,alts,org-3111C
DEFLECTION CRITERIA: - en
material or other substances that are deleterious to concrete or steel reinfomern. t. Concrete Masonry(CMU): PROJECT:
64 ATLANTIC BEACH C.C.
Walls: 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted c�i the 1 Concrete masonry units(CMU)shall be ASTM C90-1 1 B,Hollow Load-Bearing
Wind loads with plaster or stucco finish: L/360 (ST.SIMON-B)
structural drawings.All reinforcing details shall conform to"Details ana�_,etailing of Concrete Masonry Units,normal weight,with a minimum compressive strength of
JOB NUMBER: COUNTY:
,brittle finishes: L/240 u t ial 1900 psi(f m=1500 psi). I DLIVAL
Wind loads with other Concrete Reinforcement,"ACI 315,unless detailed otherwise or)the str (.10- 1 S-11 074
Wind loads with flexible finishes: L/1 20 or L/1 80* 77ALE
drawings. Xf
L/1 80 for exterior walls with interior gypsum board finish. 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following 8 =1'4'(U.O.N.)
Floors: minimum lengths: DO NOT SCALE THIS DRAWING
7. Tolerances for foundation and slab alignment as well as placement of rcernent
Live Load: L/480 shall be in accordance with"Standard Tolerances for Concrete Construction and #4 bars: 20"minimum RELEASE DATE:
Total Load: L/240 Materials,"ACI 117. Footing or slab edges may be up to 1/2"inside of t�ie sill plate. #5 bars: 25"minimum 09-06-16
Increased floor stiffness may be required by floor covering manufacturer
#6 bars: 30"minimum REVISION&
d
Roofs: 3, Grout all cells containing vertical reinforcement in 64'maximum lifts.
Live Load: L/240
DRAWN BY:
Total Load: L/1 80 4. Provide cleanouts per ACI 530.1-11 in the bottom course of masonry when the wall Ld CMF
height exceeds 6-0". CHECKED BY.
MJB FSS
5. Beam reinforcement shall be continuous across control joints. TITLE:
GENERALNOTES
SHEET I of 2
L5
SHEET:
S-1
Clay Masonry(Brick): 13. Fasten plies of 1 %"wide engineered lumber as follows: WINDOW,DOOR AND SOFFIT PRESSURES:
1. Brick shall conform to ASTM C62,C216,or C652 for Building Brick, Facing Brick,and 2-ply beams with(3)rows of 0.131"x3 Y4"nails @ 12"o.c. ULSBERG
Hollow Brick,respectively. Grade SW shall be used. 3-ply beams with(3)rows of 0.131"x3%"nails @ 8"o.c.(each side) 1. All window,door and soffit assemblies shall be designed to withstand the design ENGINEERING, INC.
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 d H
requirements.
11481 OLD ST,AUGUSTINE RD.,SUITE 202
2. Brick veneer shall be anchored with approved ties spaced no more than 16"o.c. STRUCTURAL STEEL: JACKSONVILLE,FL.32258
vertical and 16"o.c.horizontal. Additional ties shall be provided around all wall P:904.886.2401 F:904.260.4367
openings greater than 16"in either direction,and shall be spaced no more than 1�6" 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and www.HulsbergEngineedng.com
o.c.and placed within 12"of the openings. 75
Erection of Structural Steel for Buildings(latest editions). FLORIDA C.A.NUMBER:25846
E
3. Strand wire veneer ties shall not be less in thickness than No.9 gage wire and s1liall a.Welded Connections: AWS D1.1
b.Structural Steel plates: ASTM A36(Fy=36 ksi)or ASTM A572(Fy=50 ksi)
have a hook embedded in the mortar oint. Sheet metal ties shall not be less tha No.
i 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) P Vi P�
Adjustable or strand wire veneer ties shall be used at CMU walls. 0 V",
e.Structural Steel Rectangular HSS or Tubes: SOFFITS (psf)
ASTM A500(Fy=50 ksi)
0000 gs Ei, *164/
f. Structural Steel Round HSS or Pipe: ASTM A500(Fy=46 ksi)or
4. Unless otherwise noted on the plans,a steel angle L4x4xl/4 shall be used for 1_1
ASTM A53(Fy=35 ksi) AREA OF OPENING EDGE STRIP(5) INTERIOR ZONE (4)
supporting brick veneer over openings. This angle will not be required for archec
windows where brick is self-supporting. If the length of the opening exceeds 6'-0'then
Pos Neg Pos Neg
the steel angle shall be attached to the wood framing with Y8"x 3"lag screws @ 12" 2. All structural steel connections and fabrications shall comply with AISC specifications.
o.c.or Simpson)/4"x 3"SDS screws @ 12"o.c. oy
0 to 20 sf 23.4 -31.3 23.4 -25.3
3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication.
20.1 to 50 sf
22.4 -29.1 22.4 -24.4 0!
WOOD FRAMING: E
4. Holes required for bolted connections may be drilled or punched. Flame-cut holes 50.1 to 100 sf
21.0 -26.3 21.0 -23.0
shall not be used. 100.1 to 200 sf 19.8 -.�11 11 /10 1
-24.4 19.8 -21.81 R -
L I
1. All wood framing has been designed in accordance with"National Design Specifi,,atior
�3
18.8 C,01?WN;49rt_! o%%%,
200.1 to 500 sf Is I\J NIA
-22.2, 18.8 -20.8 .2 0$1
(NDS)for Wood Construction,"2012 edition. 5. Bolts shall be installed to the"snug-tight"condition-u.o.n.
Soffit Design Pressure 31 2
I 23.4r
Base Design Pressure 19.80 GCpi ±0.18
2. Southern Yellow Pine member design incorporates design values for all sizes and 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior
grades of visually graded Southern Yellow Pine dimension lumber per"Supplement to painting,steelwork shall be cleaned per SSPC SP-6"Commercial'Blast Cleaning".
No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber,"published by
2
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
2
shall be treated with an appropriate preservative suitable for the exposure conditions. 8. Field touch-up after installation where required to restore final finish. TYPICAL EDGE STRIP(5)
a=45
4. If ACQ treatment is used on any wood member,then all nailing shall require HARDWARE AND ANCHORS:
hot-dipped galvanized nails meeting ASTM A153,Class C,or ASTM B695,Class 50.
TYPICAL INTERIOR ZONE(4)
If borate treatment is used then galvanizing is not required. 1. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie,
United Steel Products(USP), or Engineer approved equal.
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.
3. All metal connectors and hardware which are exposed to the exterior or in contact
7. The Truss Manufacturer shall submit shop drawings and design notes with a with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per
registered Engineer's seal for approval.Design notes shall include the rated load ASTM Al 53,Class C,or ASTM B695,Class 50.
capacity of the truss to truss connectors,and the manufacturer's license to fabriu te ;E
trusses utilizing the connector system proposed.The contractor shall approve OFFICE COPY
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
8. Jobsite handling and erection,including temporary bracing,during installation of
adhesive. CLIENT:
trusses shall comply with TPI/WTCA BCSI 1.
RIVERSIDE HOMES
ROOF COVERING: ........
Z
9. All prefabricated wood trusses subjected to uplift conditions shall be securely fast ned 1. .* :
L=J
PROJECT:
to their supporting walls or beams with metal connectors as noted in the Truss 1. The contractor shall be responsible for the design and installation of the roof covering
Connection Schedule. 64 ATLANTIC BEACH C.C.
system.
Z
B)
(ST.SIMON
10. All gable ends shall be balloon framed or braced in accordance with the applicable 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the 2 JOB NUMBER: 7COUNTY:
detail as shown in the structural drawings.
manufacturer's requirements.
...... DUVAL
SCALE:
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 10 Y811 l'-O"(U.O.N.)
E
E
be provided by others. Manual,"and the manufacturer's requirements.
DO NOT SCALE THIS DRAWING
RELEASE DATE:
09-06-16
12. Engineered lumber(LVL,Parallam or LSL)shall meet the following minimum material 4. Standing seam metal roofs shall comply with ASTM E 1514 and be installed according
specifications: TE-VISIONS
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
Fb=2,600 psi Fb=2,325 psi
and valley material. DRAWN BY:
Fe=750 psi Fc=900 psi CMF
21
Fv=285 psi Fv=31 0 psi
CHECKED BY:
MJ13/FSS
TITLE:
GENERAL NOTES
SHEET 2 of 2
HEET:
S-2
44'-7" �A:L]L ULSBERG
24"x 24"x 12"PAD FOOTING 12'-0-21" 18'-0-21' 14'-6" m HENGINEERING, INC.
WITH(2)#5 EACH WAY(TYPICAL)
11481 OLD ST,AUGUSTINE RD.,SUITE#202
SEE DETAIL"E"ON SD-1 �Fl JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
www.HulsbergEngineedng.com
cl) L2
2x8 TREATED WOOD 'T' FLORIDA C.A.Num�eg:25846
JOISTS @ 16"O.C.
CD
VENT OPENING(TYP.)
8- 17
2x8 TREATED LEDGER wl simpsi
0
c- -
Y8"HDG ANCHOR BOLT @ 24"O.C.
t
t SE
(SET ADHESIVE w/4"EMBED,) %
211
<)
'�B
N SD-2,F
mv
FFFF-- I I '>D-1
,[ AT-
4"CONCRETE SLAB WITH ui
12'-0" Wl X1 WW N py
F � I
6x6 Wl.4xl.4 WWF OR S,
FIBERMESH OVER 6 MIL oq-�
1 1
VAPOR BARRIER COVERING =1041
CLEAN '"�NaWw 5
AND COMPACTED FILL
cl) cy)
Y^H "*� I
��-2
91
-011
6'-1 11 51-1111 12'-4" 5-0"
F—1
F.- ROVIDE
I F — — — — — — —1 1 1 1
A� RECESS
Ad=hL C=? I
FOR
Z�B X
SHOWER
CD
z"D C�
0 C'�
F
co
co C'�
U*')
co
9"
8'-3" L
L
09.
rFF-"
> > R
F
OFFICE COPY
3'-51' L
7 47 'A Z-4
cn CLIENT:
RIVERSIDE HOMES
PROJECT:
64 ATLANTIC BEACH C.C.
A"
35
cy) (ST.SIMON-B)
c
04 04 JOB NUMBER: COUNTY:
U) 04 16-1074 DUVAL
SCALE:
Yp" —1'0"(U.O.N.)
E
N SD-1 R DO NOT SCALE THIS DRAWING
EMBEDDED STRAP AT .2 RELEASE DATE:
2x8 TREATED WOOD-,,,, r-
5 GARAGE DOOR OPENING 09-06-16
JOISTS @ 12"O.C. REVISIONS:
SEE DETAIL"F"ON SD-1
L
j
7- 00
r IF DRAWN BY:
T
2x8 TREATED LEDGER w/ —-- — w CMF-DJM
4'1 Er-
1 CHECKED BY:
O,C.
Y8"HDG ANCHOR BOLT @ 24 13-0" 61 A
i Mj13 FSS
(SET ADHESIVE w/4"EMBED.)
CJ SUGGESTED CONTROL JOINTS TITLE:
CIO 7'ON SD-2)
2x8 TREATED WOOD F. C/) LOCATIONS(SEE DETAIL FOUNDATION PLAN
JOISTS @ 16"O.C. F I
CONTRACTOR SHALL VERIFY ALL DIMENSIONS
24"x 24"x 12"PAD FOOTING
6'-4f' 6-5f USING FINAL APPROVED FLOOR PLAN PRIOR
4f -5j SHEET:
ICAL) --2'-4" 91-3" Jtl-8"� 9'-3" 5
WITH(2)#5 EACH WAY(TYP FOUNDATION PLAN TO CONSTRUCTION
l� 1
SEE DETAIL"E"ON SD-1 1 -3
44'-7"- S
FULL HEIGHT WALL SHE 0 A T. 2 SPANS NOTES: ULSBERG
L:7L:L7::S:7H::E A��THI N G
- 0 LT HENGINEERING, INC.
3cn �(7)�2x6 HEADER 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6SPF No.2 -
11481 OLD ST.AUGUSTINE RD.,SUITE#202
NOTE: 2J 2K STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 10'-1 y8"-U.O.N. JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
EACH REAR POST SHALL BE TREATED L5
(r)2)C1_2 PO—ROH—BEANA _(2)2xF2 PURCH BEAM www HulsbergEnginoe!ing.com
6x6 POST ON ABU66-Z POST BASE 9k 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH2x4 81
WITH 2x8 TOP:AND BOTTOM (2)JACKS! -5
STRAP POST TO EACH BEAM ABOVE FLORIDA C.A.NUMBER:25846
< (BOX BEAM) MIN. SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 10--1 Y8"-U.O.N. 0
It
X
U,
WITH(1)H6-Z CLIP OR(1)MSTA24-Z C14
TYPICAL ALL POSTS-(U.O.N.) CO 1ANS
NT 2 SPAN
P
rE 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS"BRITTLE"(STUCCO)-U.C.N.
,t2
(2)2x6 HEADER c
SEE DETAIL"F"ON SHEET SD-7 0 r (2)2x12 HEADER NOTIFY ENGINEER OF ANY VARIATIONS. sk m
2K SD-7 2J
1170 P's N
NOTE: 2J 2K 2K 0; z"
THIS OPEN PORCH CEILING se
REQUIRES A MINIMUM Y8"SHEATHING
FASTEN WITH 6d COM OR BOX N
�2)JACKS
NAILS AT 6"O.C.ON EDGES _--�3)2x6 BUILT-UP
MIN.
AND 12"O.C.IN THE FIELD
POST(MIN.)
U) rN cc
O�-
CLU
'2
TYPICAL ALL
EXTERIOR WINDOW AND
E
. ........ DOOR OPENINGS
(3)2x6 B -UP-__� !�W-3_ ....... ..
PILT
POST(MIN.)
_EQ2_
SHEARWALL LEGEND:
F1 -(2)�x4 BUILT-Up/
........... NON-BEARING WALL
POST(MIN.)
��m_3
....... BEARING WALL
c/) (3�2x6 BUILT-U
z
< W
CL 0 " 0 POST(MIN.)
U) < ...... SW-6
w ======1= zo:6=6mi::�.. mmmmmmm;
>2)JACKS
SHEARWALLS FASTENED WITH
00
X
C14 c�4 IN.
z
8d COM "xM")NAILS @
z (0.131
0 �z
_-�2)2x6 BUILT-UP 6"O.C.ON EDGES AND 12"O.C.
POST(MIN.) ON INTERMEDIATE SUPPORTS.
SW-3
..........
SW-3 Z�A-X`
SHEARWALLS FASTENED WITH
S�7
. . .. . .. . 8d COM(0.131"x 2 XY)NAILS @
Z OFFICE COPY
3"O.C.ON EDGES AND 12"O.C.
. . . . . . ON INTERMEDIATE SUPPORTS.
U)
CLIENT:
SHEATH BOTH SIDES OF WALL s
3:
AT INDICATED SHEARWALL T
RIVERSIDE HOMES
NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"AND
CQj__
SHALL BE NAILED @ 3"O.C.TOP AND BOTTOM PER PROJECT:
-3-U.O.N. 64 ATLANTIC BEACH C.C.
_�73_ DETAILS"A"&"B"ON SHEET SD
2)2x6 BUILT-UP WOOD FRAMED HEADER LEGEND: (ST.SIMON-B)
U)
z
< LU POST(MIN.) 42
S JOB NUMBER: ICOUNTY:
C-4
U) < SIZE 16-1074 DUVAL
w ___�2)JACKS co OF HEADER
SCALE:
)/811 =V-0"(IJI.O.N.)
MIN.
X ---.)
z CN CN
01 (2)2x H ADER
R DO NOT SCALE THIS DRAWING
i K RELEASE DATE:
09-06-16
�LQTE:A QUANTITY I IANTIT REVISIONS:
DER
ITY P
IIA
EACH FRONT POST SHALL BE TREATED OFJACKS OF KING STUDS
6x6 POST ON ABU66-Z POST BASE GARAGE DOOR NOTES
r
STRAP POST TO EACH BEAM ABOVE u
w 1. INSTALL(j
MSTA30 STRAP AT EACH END
NOTE: a DRAWN BY:
WITH(1)H6-Z CLIP OR(1)MSTA24-Z (r(2)2xl�2HEADE (2)1 1"x 9 T1 LVL OF GARAGE DOOR HEADER.NAIL STRAP m
_S�73_ 4 Jj CMF-DJM
ALL WOOD FRAMED LOAD BEARING HEADERS
TYPICAL ALL POSTS-(U.O.N.)
2J 21 2K CHECKED BY:
SEE DETAIL"F"ON SHEET SD-7 E 2K INTO HEADER AND JACKS BELOW. SHALL BE MINIMUM(2)2X6 No.2 OR BETTER m
MjB/FSS
NOTE: (2)2x12 TREATEDIPORCH SD-7 2. EMBEDDED STRAP AT EACH END OF GARAGE SYP.ALL EXTERIOR HEADERS SHALL BE TITLE:
THIS OPEN PORCH CEILING —WEAM PIC�L)w DOOR OPENING SEE DETAIL"F"ON SD-1 INSTALLED WITH MINIMUM(2)JACKS AND WALLLAYOUT
(TY
(1)KING STUD AT EACH HEADER, ALL
REQUIRES A MINIMUM X"SHEATHING FIRST FLOOR
Ls
FASTEN WITH 6d COM OR BOX 3. 9'GARAGE DOOR SHALL BE RATED FOR A INTERIOR LOAD BEARING HEADERS SHALL BE 0
4 SHEET:
NAILS AT 6"O.C.ON EDGES WALL LAYOUT-FIRST FLOOR MINIMUM DESIGN PRESSURE OF 23.7 psf INSTALLED WITH MINIMUM(1)JACK AND
AND 12"O.C.IN THE FIELD (1)KING STUD.(U.O.N.) 14
S-4
PI
, HULSBERG
ENGINEERING, R,;C.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
NOTE,______f1—
— — — — — — — — — www.HulsbergEngineea.com
EACH REAR POST SHALL BE TREATED
6x6 POST ON ABU66-Z POST BASE E FLORIDA-6,A.NUMBER 25846
E .......
STRAP POST TO EACH BEAM ABOVE SD-7 HOLDOWN Q !Moo
mps
WITH(1)H6-Z CLIP OR(1)MSTA24-Z
E memo"
TYPICAL ALL POSTS-(U.O.N.)
SEE DETAIL"F"ON SHEET SD-7
�-7 %
t
75
wu
HOLDOWN
HOLDOWN
see"'
N,PE
*41�111111111*09 o.50791
COMPENT&
<
ANCHOR BOLTS @ 24"O.C. 0
ANCHOR 75
c/)
BOLTS �N� ...a.- 2
HOLDO
'0-
24 0 C
F1
�TT
HOLDOWl'
x CC 4
<
d
0 2
.0
HTT5 AT SILL&
C/) SSP AT TOP PLATE
0 .............
0 ..................... .....
I L
OFFICE COPY
........... '\\HTT5
T"T" HOLDOWN
HOLDOWN:
LA__–HTT5 NCHOR BOLT
CLIENT:
—HTT5' HOLDOWN
RIVERSIDE HOMES
0)
DTT2
/ OL < @ 24�O.C.
H D HOLDOV�
00
PROJECT:
> x
CQj_
ANCHOR o 64 ATLANTIC BEACH C.C.
2
BOLTS cj
0 B)
- (ST.SIMON
@ 24'O.C. 0 2
:9 JOB NUMBER: ICOUNTY:
- 16-1074 DUVAL
SCALE:
0 j/8 1'-0"(IJI.O.N.)
o
E
E
DO NOT SCALE THIS DRAWING
RELEASE DATE:
09-06-16
REVISIONS:
THREADED ROD LEGEND:
/--HTT5 75
0 = Y8"THREADED ROD FROM
HOLDOWN HOLDOWN 75
FOUNDATION TO DOUBLE PLATE.
HOLDOWN 2 DRAWN BY-
75 (4"MINIMUM EMBEDMENT REQUIRED) Ls CMF-DJM
OL
jHD I
E GARAGE DOOR NOTES
NO–TE- CHECKED BY:
S -7 MjB/FSS
EACH FRONT POST SHALL BE TREATED 1. INSTALL(�j MSTA30 STRAP AT EACH END Y,"THREADED ROD FROM
6x6 POST ON ABU66-Z POST BASE OF GARAGE DOOR HEADER.NAIL STRAP FOUNDATION TO UPPER TITLE:
FLOOR DOUBLE PLATE. TIE-DOWN LAYOUT
STRAP POST TO EACH BEAM ABOVE L INTO HEADER AND JACKS BELOW.
(4"MINIMUM EMBEDMENT REQUIRED) FIRST FLOOR
WITH(1)H6-Z CLIP OR(1)MSTA24-Z
TYPICAL ALL POSTS-(U.O.N.) 2. EMBEDDED STRAP AT EACH END OF GARAGE SHEET:
TIE-DOWN LAYOUT-FIRST FLOOR DOOR OPENING SEE DETAIL"F"ON SD-1 0 HOLDOWN(AS NOTED)
SEE DETAIL"F"ON SHEET SD-7
INSTALLED AT SILL PLATE S-5
NOTES: ULSBERG
:IGHT WALL SHU
HENGINEERING, INC.
I ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6SPF No.2
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-1,48"-U.O.N. P:904.886.2401 F:904.260.4367
uj
e www.HulsbergEngineering.com
2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH2x4 -8
F W,,.NUMBp 5846
1 1= - :2
SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-lY8"-U.O.N.
1 m P
OWN*,* %./
3) THE SECOND FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. 6 olie
9.0.1 n/ s.
NOTIFY ENGINEER OF ANY VARIATIONS.
%
u
f
cc E
I() uj
Qj
% N
THREADED ROD LEGEND:
................... .
'2
............ ...... .
Y8"THREADED ROD FROM
FOUNDATION TO DOUBLE PLATE. kti'ON,PE
MINIMUM EMBEDMENT REQUIRED) L PE No.50791
(4
SSP TOP&BOTTOM @ 32"O.C.
_w COMMEN,S:
D Y4"x 3 Y2"SDS SCREWS INTO Y,"THREADED ROD FROM .2
EACH INTERSECTING TRUSS BELOW
FOUNDATION TO UPPER
FLOOR DOUBLE PLATE.
(4"MINIMUM EMBEDMENT REQUIRED)
SSP TOP&BOTTOM @ 32"O.C. 0
HOLDOWN(AS NOTED)
ANDY4"x 3,Y2"SDS SCREWS INTO INSTALLED AT SILL PLATE
/GIRDER BELOW @ 24"O.C.
SHEARWALL LEGEND:
aw_-(L
........... NON-BEARING WALL
...........
0
72)CS16 BETWE`E�
FLOORS TO 00 BEARING WALL
Lu
GIRDER BELO d __ o
< LU m SW-6 12
CL 04 C14 lt��U) M
C)
U) < SHEARWALLS FASTENED WITH
w
w
C-3 :mr >2)JACKS @)ww R-
M
x IN, 8d COM(0.131"x 2 XY)NAILS @
z C4 o 0
0 kz�) 6"O.C.ON EDGES AND 12"O.C.
—
C-4 pz' I
m —U I I ON INTERMEDIATE SUPPORTS.
=�wi
N" SW-3
0 X Lul SHEARWALLS FASTENED WITH
Nz z
a_ 8d COM(0.131"x 2 XY)NAI LS @ OFFICE COPY
U) mo
3"O.C.ON EDGES AND 12"O.C.
w ON INTERMEDIATE SUPPORTS.
.........
CLIENT:
. . . . . . . SHEATH BOTH SIDES OF WALL
RIVERSIDE HOMES
AT INDICATED SHEARWALL
NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"AND
SHALL BE NAILED @ 3"O.C.TOP AND BOTTOM PER PROJECT:
DETAILS"A"&"B"ON SHEET SD-3-U.O.N. 64 ATLANTIC BEACH C.C.
x
ETWEEI/ <
(ST.SIMON-B)
N FLOORS ALIGN ED WOOD FRAMED HEADER LEGEND:
WITH HOLDOWNS ELOW 0 JOB NUMBER: COUNTY:
D-5 SIZE 16-1074 DUVAL
OF HEADER SCALE:
TYPICAL ALL
Y811 =l'-O"(U.O.N.)
EXTERIOR WINDOW AND cn
DOOR OPENINGS 0
C,
2 2x HEADER DO NOT SCALE THIS DRAWING
i K RELEASE DATE:
09-06-16
NOTE- QUANTITY UANTITY REVISIONS:
EACH BALCONY POST SHALL BE OFJACKS OF KING STUDS
FRAMING BELOW WITH
TREATED44 POST STRAPPED TO
DRAWN BY:
NOTE:
DER
.ITY TUA
MSTA36-Z STRAP.STRAP POST TO E CMF-DJM
ALL WOOD FRAMED LOAD BEARING HEADERS
BEAM ABOVE WITH(2)H6-Z CLIPS
S�-7 SD-7 CHECKED BY:
TYPICAL ALL POSTS-(U.O.N.) SHALL BE MINIMUM(2)2x6 No.2 OR BETTER :f MJB/FSS
NOTE: SYP.ALL EXTERIOR HEADERS SHALL BE 6
(2)2xl2 PORCH TITLE:WALLLAYOUT
THIS OPEN PORCH CEILING [;;IPEM(TYP1fALW INSTALLED WITH MINIMUM(2)JACKS AND
43=
(1)KING STUD AT EACH HEADER. ALL SECOND FLOOR
REQUIRES A MINIMUM Y8"SHEATHING
FASTEN WITH 6d COM OR BOX WALL LAYOUT-SECOND FLOOR INTERIOR LOAD BEARING HEADERS SHALL BE SHEET:
NAILS AT 6"O.C.ON EDGES INSTALLED WITH MINIMUM(1)JACK AND
AND 12"O.C.IN THE FIELD (1)KING STUD.(U.0,N.)
S-6
NOTE: ULSBERG
H2.5T CLIPS MUST BE INSTALLED ON THE EXTERI
SIDE OF THE WALL. o� Q HENGINEERING, INC.
F- TRUSS CONNECTOR SCHEDULE 11481 OLD ST.AUGUSTINE RD,,SUITE#202
nni JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
tul
www.HulsbergEngineering.com
J17(4 FLORIDA C.A.NUM8ER:25846
H2.5T OR H2.5T 0
ill G01 ALLTRUSSES
0%
LL SDWC 15600 SDWC 151
'o
G02 c
% 0,
NOTE:
A
4
UPLIFTS COMPUTED BY ENGINEER OF RECORD.
A,
UPLIFT VALUES IN TRUSS ENGINEERING DOCUMEN
FL--�:
'FS I tD
IIING01
SHALL BE DISREGARDED.
UJ
LL f\
2)THE TRUSS LAYOUT AND NUMBERING SYSTEM X Z
S4
SHOWN SHALL BE USED BY THE TRUSS MANUFACT
F
DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR
. .... . . ........ APPROVAL BY THE ENGINEER OF RECORD AN
D TH f
E04.... ..
C MEN
CONTRACTOR.
L.L E05
3)TRUSS CONNECTORS NOTED SHALL BE INSTALLE
E06 AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR
APPROVAL OF THE ENGINEER OF RECORD. 9
E07
E08
07
GL
C05
---HTS24 STI RAP-"
J05
LL
'A.. ..............
-Sz7
OFFICE COPY
J03
...........Z.
00 -L CLIENT:
p
RIVERSIDE HOMES
F04 C3 SSP TOP&BOTTOM
@ 32"O.C.&Y4"x 3,Y2"
C
PROJECT:
SDS SCREW INTO
64 ATLANTIC BEACH C.C.
>�-NAIL INTO SOL17 EACH FLOOR TRUSS
-BLOCKING BEHIND
(ST.SIMON-B)
HAN F AT GIRDER j
j JOB NUMBER: COUNTY:
16-10747 DUVAL
SCALE:
C14
Y8 1 1-011(U.0.N.)
C=)
<
DO NOT SCALE THIS DRAWING
RELEASE DATE:
09-06-16
ROOF TRUSST REVISIONS:
LOOR TRUSS
2x12 LEDGER W/(3
2.5T
EE
C) X x 4 Y2"SIDS SCREWS DRAWN BY:
7' CMF-DJM
AT EACH TRUSS
CHECKED BY:
2x10 TREATED LEDGER WITH VERTICAL �THREADED ROD MJB/FSS
(2)1/4"x 3 1/2"SIDS SCREWS ---2xlO TREATED FLOOR TITLE:
LOWER ROOF LAYOUT
IAL LIA] =L A= 1�� JOISTS @ 16"O.C.
CANTILEVERED FLOOR DETAIL
INTO EACH TRUSS VERTICAL rA
LUS210-Z HANGER(TYPICAL)-T— S-7 V
LOWER ROOF LAYOUT SHEET:
S.7
M
ULSBERG
WC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
P jJ8k&240
90 1 F 904.260.4367
www'.Hu bergEngineering.com
FLORID4 C.A.NV%ER:25846
10% p cN
Sim � ,
w 0-INN co-
4Q se
04 C14
oc -
J2
7 a
a Ci-
4c
Z 0
r
............. ......
PE
791
COMMENTS:
NOTE:
H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR
SIDE OF THE WALL.
TRUSS CONNECTOR SCHEDULE
INTERMEDIATE RIGHT
CN
CNA 2)
H2.5T OR H2.5T OR H2.5T OR LD
ALLTRUSSES
SDWC 15600 SDWC 15600 SDWC 15600
H06
NOTE:
H05 1)ALL TRUSS CONNECTORS ARE BASED ON
UPLIFTS COMPUTED BY ENGINEER OF RECORD.
H04 UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
SHALL BE DISREGARDED.
2)THE TRUSS LAYOUT AND NUMBERING SYSTEM
SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER.
. . . . . ... OFFICE COPY
DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR
. . . . . ... APPROVAL BY THE ENGINEER OF RECORD AND THE
CONTRACTOR.
CLIENT:
3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED RIVERSIDE HOMES
..... .. AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR
APPROVAL OF THE ENGINEER OF RECORD. PROJECT:
64 ATLANTIC BEACH C.C.
4)HTS24/HTS30 STRAPS MAY BE INSTALLED ON THE
INTERIOR SIDE OF WALL. (ST.SIMON-B)
og NUMBER: OUNTY:
16-10747C DUVAL
5)REFER TO MANUFACTURER'S INSTALLATION DETAILS
WHEN USING SDWC SCREWS. X811 =l'-O"(U.O.N.)
E
......... . E
R DO NOT SCALE THIS DRAWING
42
RELEASE DATE:
09-06-16
REVISIONS:
7:�
FE DRAWN BY:
H01- CMF
21
CHECKED BY:
MjB FSS
TITLE:
UPPER ROOF LAYOUT
UPPER ROOF LAYOUT
SHEET:
S-8
lljL
,, HULSBERG
ENGINEERJNG, INC.
11481 OLD ST.AUGUSTINE RD,,SUITE#202
JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
21 wwi�.HulsbergE Q9 1 !ering.com
FL6RIOA C.A.A'UABER:25846
11-811
NN "SiMps 11114Z
OVERHANG
31-411
G EXTEND RAFTER PAST DIAGONAL
OVERHAN 04 cl
N0
i 0.131"x 3"1 JAILS @ 8"O.C.
ROOF SHEATHING
O\ STAGC-ERED ACROSS
w
.L
0.131"(3"NAILS @ 8"O.C. INCREASE NAIL SIZE T ALL INTERSEC_'ING MEMBERS 140
STAGGERED ACROSS 0.120"x 3"RING SHANK IN
Lu
OVERHANG AREA
ROOF SHEATHING,\ ALL INTERSECTING MEMBERS 9�
INCREASE NAIL SIZE TO
THROUGH TRUSS INTO RAFTER
0.120"x 3"RING SHANK IN FROM OPPOS11 E SIDES OF NOTCH lx6 T&G DECKING--
OVERHANG AREA
lx6 T&G DECKIN
Z CqWMENTS:
"um UJj
'*,�PRE-ENGINEERED TRUSS
2x6 RAFTER SISTERED TO SIDE EARING WALL
OF TRUSS.LOWER RAFTER TO
N�\�PRE-ENGINEERED TRUSS ALIGN WITH BOTTOM OF T&G
2x6 RAFTER SLOTTED INTO GAP (i.e.RAFTER IS NOT CUT OR ELEVATION
BETWEEN CORNER HIP JACKS 4---�BEARING WALL
NOTCHED)
LOWER RAFTER TO ALIGN WITH
ELEVATION
BOTTOM OF T&G
2x6 RAFTER SLOTTED INTO GAP =5
BETWEEN CORNER HIP JACKS
2x6 RAFTER SISTERED TO SIDE
LOWER RAFTER TO ALIGN WITH
OF TRUSS.LOWER RAFTER TO
BOTTOM OF T&G
ALIGN WITH BOTTOM OF T&G
(i.e.RAFTER IS NOT CUT OR NOTCHED)
EARING WALL
LO F
i.e.I
—PRE-ENGINEERED HIP TRUSS �PRE-ENGINEERED TRUSS
T
OFFICE COPY
\BEARING 'WALL
PLAN VIEW
PLAN VIEW
CLIENT:
RIVERSIDE HOMES
CORNER HIP RAFTER DETAIL RAFTER TAIL DETAIL
PROJECT:
64 ATLANTIC BEACH C.C.
(ST.SIMON-B)
JOB NUMBER: UNTY:
16-1074 C70 DUVAL
SCALE:
2x8 or 20) X =V-0"(U.O.N.)
DO NOT SCALE THIS DRAWING
12
RELEASE DATE:
09-06-16
REVISIONS:
2 x 12
2xl 2
DRAWN BY:
-0.131"x 3"NAILS F
w CMF
21
@ 3"O.C. CHECKED BY:
MJB FSS
TITLE:
2x8 or 20 DETAILS
L5
BOX BEAM 21
SHEET:
�_9 -9
s
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 2 ENGINEERING, INC.
11 FILL JOINT WITH ELASTOMERIC H
@ 33"O.C. CONT.FLASHING;PROVIDE SILL PLATE SILL PLATE
JOINT FILLER 04 11481 OLD ST.AUGUSTINE RD.,SUITE 202
SILL PLATE
GROUT AIR SPACE BELOW FLASHING x
< IES(8"
CONCRETE SLAB
P:904.886.2401 F: 60.4367
GROUT AIR SPACE BELOW 6"MIN. MAX.)
CONCRETE SLAB 21
04 SILL D FLASHING 00 www.HulsbergEngfnee.fing.com
- PLATE GRAD CONCRETE SLAB
FLORIDA C.A.NUMBER:25846
CONCRETE SLAB �,/XXX Y
E-\ ;6
1)#5 CONT. GRAD
M r-)s
co 06-
GRADE-
z,
CMU STEMWALL WITH(1)#4 48"O.C. z
cl4
8"CMU STEMWALL WITH(1)#4 48
H. / \ 4
"O.C. AND IN EACH CORNER.
GRA
rD
�\0\
FILL CELL SOLID AT EACH#4 REBAR. N
AND IN EACH CORNER.
CD
FILL CELL SOLID AT EACH#4 REBAR. - HOOK REBAR 12"INTO UPPER COURSE
X
�/x "/X/
REBAR 12"INTO SLAB AND 6"INTO OF BLOCKS AND 6"INTO FOOTING.
X,
(2)#5 CONT.
FOOTING. 6' 1 ONE STORY
'4" TWO STORY-(2)#5 CONT.
6" 5" # ,
%
ONE STORY-(2)#5 CONT. T-8"
V-81p V-5" STORY-(3)#5 CONT. ONE STORY-(2)#5 CONT.
ONE
V-8" TWO STORY-(3)#5 CONT.
1411—_TWO STORY-(3)#5 CONT. V-9" TWO STORY-(3)#5 CONT.
L_o
SE
rA CTION-STEMWALL WITH BRICK SEC`I�ION-MONOLITHIC WITH BRICK E
SECTION-STEMWALL AT GARAGE SECTION-MONOLITHIC AT GARAGE
��D-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT z, 4 . 791
ENGINEER FOR ADDITIONAL REQUIREMENTS, �Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT COM I MENTS:
ENGINEER FOR ADDITIONAL REQUIREMENTS.
0
CONCRETE SLAB
<
SILL PLATE
04 r
CONCRETE SLAB - "SILL
P
-ATE CONCRETE SLAB
E
co GF AD
A.,
r CONCRETE SLAB
GRAD GRADE-�
GRADE-
A (l)#5 CONT.
)>
46
MWALL WITH(1)#4 48"O.C.
x 8" MU STE (1)#5 CONT.
AND IN EACH CORNER. (714
0 je. ADD 8"x 16"CMU TO INSIDE OF
FILL CELL SOLID AT EACH#4 REBAR.
#+j V, STEMWALL AT POST LOCATION
x X/
HOOK REBAR 12"INTO SLAB AND 6"INTO
WITH(1)#4 VERTICAL IN EACH &
FOOTING.
6 X,
(;TORY
l'-8" ONE STORY-(2)#5 CONT� 11-0" ONE, #5 CONT. (AS NOTED) REINFORCEMENT(AS NOTED)
1 P-811 TWO STORY-(3)#5 CONT. l'-4" TWO STORY-(2) NT. AS NOTED REINFORCEMENT(AS NOTED)
S E
K-B CTION-STEMWALL
-SECT ON-MONOLITHIC r_E-� SECTION-PAD FOOTING AT PORCH STEMWALL SECTION PAD FOOTING AT THICKENED EDGE
1,,�Dj-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
�Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS. 0
ENGINEER FOR ADDITIONAL REQUIREMENTS. OFFICE COPY
BRICK VENEER WITH 1"AIR SPACE
AND WALL TIES ALTERNATE:MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAIL R ON SHEET SD-2)
CLIENT:
CONT.FLASHING;PROVIDE WEEP HOLES
RIVERSIDE HOMES
@ 33"O.C. BRICK VENEER WITH 1"AIR SPACE STHD14 STRAP NAILED TO s
GROUT AIRSPACE BELOW FLASHING GARAGE DOOR POST.
AND WALL TIES C0 PA51 STRAP NAILED TO GARAGE PROJECT:
=:=! EMBED STRAP INTO FOOTING
< c/) DOOR POST.BEND STRAP INTO
< 64 ATLANTIC BEACH C.C.
E:l (1)#5 CONT. CONT.FLASHING;PROVIDE WEEP AS SHOWN. 2
I FOOTING AS SHOWN.
SILL PLATE 0
HOLES @ 33"O.C. 0 < 0
FILL JOINT WITH ELASTOMERIC CN Lu (ST.SIMON-B)
6"MIN. GROUT AIR SPACE BELOW FLASHING _0 :9 JOB NUMBER: Y:
JOINT FILLER (.0 ct) M 16.1074 COUNT
SILL W cl) DUVAL
HEIGHT OF CURB VARIES(8"MAX. w
LL SCALE:
)LATE 3:
A AL-- 0
CONCRETE SLAB #4 WITH 6"HOOK INTO FOOTING l"—1'-0"(U.0.N.)
z U) < 0 8
`CONCRETE SLAB E�l t
G D x GRAD AND BENT 12"MINIMUM INTO E
R DO NOT SCALE THIS DRAWING
<
THICKENED EDGE.
RELEASE DATE:
8"CMU STEMWALL WITH(1)#4 @ 48-O.C.
C? zi \X 09-06-16
C b,X, co GRADE
? AND IN EACH CORNER. if TEVISIONS.
If
U
FILL CELL SOLID AT EACH#4 REBAR.
GRADE
HOOK REBAR 12"INTO UPPER COURSE
OF BLOCKS AND 6"INTO FOOTING.
DRAWN BY:
\/\x'<
611 V-5" T. CMF
/X
\7�77
ONE STORY-(2)#5 CONT. rwo STORY-(3)#5 CONT. CHECKED BY:
V-8" TWO STORY-(3)#5 CONT. 6
MJI3 FSS
TITLE:
FOUNDATION DETAILS
SHEET 1 of 2
K-c � SECTION-STEMWALL AT GARAGE WITH BRICK SECTION-MONOLITHIC AT GARAGE WITH BRICK F DETAIL-PA51 INSTALLATION(STEMWALL) DETAIL-STHD14 INSTALLATION (MONOLITHIC) Lu
SD-1 NOTE: IF TEMWALL HEIGHT EXCEEDS 48"CONTACT �Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT HEET:
ENGINEER FOR ADDITIONAL REQUIREMENTS.
ENGINEER FOR ADDITIONAL REQUIREMENTS.
1.0
SHOWER AREA
F_ SHOWER AREA
MONOLITHIC FOOTING (2)MSTAM36-Z STRAPS ULSBERG
NAIL EACH STRAP TO CRIPPLE STUD HENGINEEFJNG, INC.
8"CMU STEMWALL WITH(13)10d COM NAILS 11481 OLD ST.AUGUSTINE PZ,,�SUITE#202
3"MAXIMUM OVERHANG
FORM EDGE 9 JACKSONVILLE,F,L.k258
< P:904,886.2401 F-464�60.4367
z ///—FASTEN STRAP TO FOUNDATION L!
PLAN VIEW 2
0 wwWTJ)IsbergEng'inWnng.com
PLAN VIEW CONCRETE SLAB WALL WITH(8) x 2 X"CONCRETE
(OPTIONAL)
< SCREWS INTO MASONRY OR C.A,NUM81ER:25846
�2 E
2
A, XL_ 'j
x 1 X"CONCRETE fit
REWS INTO CONCRETE.
C M p s
CONCRETE SCREWS SHALL BE %
(1)#4 CONT. POWERS"TAPPER"WITH PERMA-SEA sfms,**� no,
(1)#5 CONT. SEP J*
6"miN. GRADE
011"
FINISH OR EQUAL.
< < 8"CMU STEMWALL WITH(1)#4 @
HEIGHT OF CURB VARIES
L `48"O.C.AND IN EACH CORNER, STRAP SHALL BE COVE
SILL SIL 1)#4 CONT.
�r RED WITH
04
PLATE CONCRETE SLAB PLA C? CY FILL CELL SOLID AT EACH#4 SIDING OR STUCCO
HEIGHT OF CURB VARIES(8"MAX.)
61 — 6
MI\N REBAR.HOOK REBAR 16"INTO
PORCH SLAB AND 6"INTO
C?
4"mmmmsff— < NOTE: LZ
GRAD
. ....... THIS DETAIL MAY BE SUBSTITUTED IFOR
'XI
CONCRETE SLAB FOOTING.
GRADE� x 1 6 EITHER THE PA51 STRAP(STEMWALL)
CO
(2)#5 CONT. OR x
1'811 0
THE STHD14 STRAP(MONOLITHIC).
8"CMU STEMWALL WITH(1)#4 @ 48"0.C. PE
C? C?
91
? AND IN EACH CORNER.
COMME-079M"
FILL CELL SOLID AT EACH#4 REBAR.
7=1
SECTION-PORCH STEMWALL K��R DETAIL EMBEDDED STRAP ALTERNATE
HOOK REBAR 12"INTO SLAB AND 6"INTO
�D2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
6 FOOTING. ENGINEER FOR ADDITIONAL REQUIREMENTS.
ONP:.-,TnPY-0�#5 CONT.
T-8" ONE STORY-(2)#5 CONT.
WO STORY-(2)�5—CONT.
I'-63 TWO—STORY-(3)#5 CONT. NOTE:
SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS)
AS SOON AS THE CONCRETE HAS HARDENED ENOUGH
SE NOT TO BE DAMAGED DURING THE CUTTING PROCESS.
K—G CTION-STEMWALLAT EXTERIOR WALL SHOWER SECTION-MONOLITHIC AT EXTERIOR WALL SHOWER
I �D2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT (TYPICALLY 1-4 HOURS IN WARM WEATHER)
CONCRETE SLAB
ENGINEER FOR ADDITIONAL REQUIREMENTS.
0 0
X/ I FILL CUT WITH 1"DEEP x.Y8"WIDE SAW
ELASTOMERIC CUT AT DENOTED
FILLER LOCATIONS.
CONCRETE SLAB GRADE--� 1)#5 CONT,
SII_Li�
CONCRETE SLAB L__J
A
PLATE 8"CMU STEMWALL WITH(1)#4 @
48"O.C.AND IN EACH CORNER.
4
FILL CELL SOLID AT EACH#4
�4 77p
x
7/ GRADE REBAR.HOOK REBAR 16"INTO
INTO
FOOT
6"
I CONCRETE SLAB OFFICE COPY
T-4" ONE STORY-(2)#5 CONT. V-0" (1)#5 CONT. 41 (2)#5 CONT.
V-8" TWO STORY-(3)#5 CONT.
CLIENT:
SKTION-THICKENED EDGE SECTION-PORCH STEMWALL WITH BRICK SECTION-TYPICAL SAW-CUT CONTROL JOINT RIVERSIDE HOMES
SECTION-INTERIOR BEARING (-K rT
2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
\�2
ENGINEER FOR ADDITIONAL REQUIREMENTS.
PROJECT:
64 ATLANTIC BEACH C.C.
0
(ST.SIMON-B)
:9 JOB NUMBER: COUNTY:
16.1(17A DLJVAL
BEARING POST(AS NOTED) TREATED POST 'SCALE:
CURB HEIGHT VARIES CONCRETE SLAB 111 =1 1-011(U.0.N.)
8
SILL—�j CONCRETE SLAB —ABU POSTBASEWITH E
CONCRETE SLAB PAVERS BY OTHERS DO NOT SCALE THIS DRAWING
PLATE
GALV.ANCHOR EMBEDDED
cj) RELEASE DATE:
CURB HEIGHT VARIES 12"(SET-XP ADHESIVE) 3?
TTE—VISIONS 09-06-16
co
< OL
;z
f,) 49
"N 7
8"TALL,12"SQUARE GROUTED
CI\Au OR CAST-IN-PLACE CONCRETE
.16- DRAWN BY:
PEDESTAL ON 24"X 24"X 12"PAD CMF
(AS NOTED) REINFORCEMENT(AS NOTED) FOOTING WITH(2)#5 EACH WAY
1'4' ONE STORY-(2)#5 CONT. 8"� (1)#4 CONT. 21-011 CHECKED BY:
�-8 MJB FSS
TWO STORY-(3)#5 CONT. 7TITLE:
FOUNDATION DETAILS
SECTION-NON-BEARING STEPDOWN K,7,� DETAIL-PAD FOOTING AT PAVERS SHEET 2 of 2
J� SECTION-BEARING STEPDOWN _P-� SECTION-INTERIOR BEARING PAD FOOTING ��D2
D�-2 1\�D-2
�D2
SHEET:
SD-2
X16"OR'y32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF ROOF COVERING(BY OTHERS)
1/32�RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF ROOF TRUSSES ULSBERG
'X32"RATED SHEATHING,EXPOSURE I-METAL ROOF ENGINEERING, INC.
FASTEN WITH 0.113"x 2 Y8"RING SHANK H
11481 OLD ST.AUGUSTINE RD.,SUITE 202
NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS.
JACKSONVILLE,FL.32258
CONNECTOR AT EACH TRUSS P:904.886,2401 F:90,n6O.4367
(SEE TRUSS CONNECTION SCHEDULE) www.HulsbergEngim'eqAng.com
FLORIDA C.A.NIJMBtR:25846
NOTE: E
TRUSS TO WALL CONNECTION CORNICE DETAIL-----_/
.-
E
HARDWARE MUST BE INSTALLED (BY OTHERS)
ON THE EXTERIOR SIDE OF THE
SE
WALL
GYPSUM BOARD -0
2x No.2 SPF OR No.2 SYP % 4E
-it.
SUBFASCIA WITH(2)0.131"x 34'
i cr
ENDNAILS AT TRUSS(U.O.N.) (2)2x—SYP#2 DOUBLE PLATE(U.O.N.) 8 . E
N401
WALL SHEATHING SHALL EXTEND TO TOP OF
DOUBLE PLATE IN ALL LOCATIONS AND SHALL
BE NAILED @ 3"O.C.TO THE TOP PLATE OF THE FL
DOUBLE PLATE(NAILING MAY ALSO BE k
PE
STAGGERED ACROSS BOTH PLATES)
.50791
OMMENTS:
SEE DETAIL"F"ON SD-4 FOR BETWEEN FLOOR
/16'OR'y32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF ROC F COVERING(BY OTHERS) CONNECTIONS
2x SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM
'X32'RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF ROOF TRUSSES
�5
2y
.1 6
ly32"RATED SHEATHING,EXPOSURE I-METAL ROOF BOARD WITH 0.131"x 3X"NAILS @ 6"O.C. 32"RATED STURD-1-FLOOR(T&G)SHEATHING
FASTEN WITH 0.113"x 2 Y8"RING SHANK GLUED AND NAILED.FASTEN WITH 0.131"x 2;/2"
NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS, RING SHANK @ 6"O.C.ON EDGES AND 12"O.C.IN
THE FIELD.
CONNECTOR AT EACH TRUSS
(SEE TRUSS CONNECTION SCHEDULE)
X8"CLEARANCE BETWEEN PANELS
NOTE: BETWEEN FLOORS FLOOR JOIST(I-JOIST SHOWN,SAWN JOIST
SIMILAR-SEE SECTION"C"ON SD4 FOR OPEN
TRUSS TO WALL CONNECTION CORNICE DETAIL
HARDWARE MUST BE INSTALLED (BY OTHERS) A WEB TRUSS)
ON THE EXTERIOR SIDE OF THE
WALL 's
GYPSUM BOARD GYPSUM BOARD
2x No.2 SPF OR No.2 SYP
SUBFASCIA WITH(2)0.131"x 3,V4" (2)2x SYP#2 DOUBLE PLATE(U.O.N.) NAIL JOIST TO PLATE WITH(2)0.131"x 3
ENDNAILS AT TRUSS(U.O.N.)
TOENAILS
WALL SHEATHING SHALL EXTEND TO TOP OF (2)2x SYP#2 DOUBLE PLATE(U.O.N.)
DOUBLE PLATE IN ALL LOCATIONS AND SHALL OFFICE COPY
BE NAILED @ 3"O.C.TO THE TOP PLATE OF THE RIM BOARD(LSL OR LVL)
ly32"FULL LENGTH RATED SHEATHING,EXPOSURE 1, DOUBLE PLATE(NAILING MAY ALSO BE 'X32"FULL LENGTH RATED SHEATHING,EXPOSURE 1.
FASTEN WITH 8d COM OR 0.131"x 2Y2" NAILS @ 6"O.C.ON STAGGERED ACROSS BOTH PLATES) CLIENT:
EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. FASTEN WITH 8d COM OR 0.131'x MY NAILS @ 6-O.C.ON
EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. RIVERSIDE HOMES
P.O.N.)(BLOCK ALL EDGES) GYPSUM BOARD
(U.O.N.)(BLOCK ALL EDGES)
2x—SPF#2 STUDS @ 16"O.C.-U.O.N.
PROJECT:
APPLY SHEATHING HORIZONTALLY FOR STUCCO (SEE WALL LAYOUT) 2x—SPF#2 STUDS @ 16"O.C.-U.O.N. 64 ATLANTIC BEACH C.C.
APPLY SHEATHING HORIZONTALLY FOR STUCCO
APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1 (SEE WALL LAYOUT)
0
APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1 (ST.SIMON-B)
RATED OR 15/32"RATED SHEATHING MAY BE
INSTALLED VERTICALLY. RATED OR 15/32"RATED SHEATHING MAY BE JOB NUMBER: ICOUNTY:
.0 -in7A
INSTALLED VERTICALLY. ig DUVAL
SCALE:
r 1'4'(U.O.N.)
E 8
DO NOT SCALE THIS DRAWING
INSET WALL,42"FOR STUCCO APPLICATIONS INSET WALL X2'FOR STUCCO APPLICATIONS RELEASE DATE:
09-06-16
WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE REVISIONS:
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.C. IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C.
SIMPSON Y8"0 x 6"TITEN HD SIMPSON Y8"0 x 6"TITEN HD
(OR TITEN HD ROD COUPLER) (OR TITEN HD ROD COUPLER)
AG DRAWN BY:
WITH 3"x 3"xY4"WASHER @ 24"O.C. T
WITH 3"x 3
w CMF
XY4"WASHER @ 24"O.C. 21
CHECKED BY:
MJB FSS
TITLE:
FRAMING DETAILS
SHEET 1 of 3
L5
SECTION-TYPICAL EXTERIOR TWO STORY WALL 2)
��A SECTION-TYPICAL EXTERIOR ONE STORY WALL B
SHEET:
�-3
SD-3
SILL PLATE(BELOW)
SHEATHING 'f ! . ULSBERG
—2x—CORNER FRAMING FULL ENGINEEFJNG, INC.
HEIGHT STUDS(TYPICAL) H
FIELD NAILING I I /
11481 OLD ST.AUGUSTINE RD.,SUITE#202
,,—(2)ROWS OF 0.131"x 3 X" JACKSONVILLE,FL.32258
Z NAILS @ 12"O.C. P:904.886.2401 F:904.260.4367
2x—SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND SHEATHING EXTENDS DOWN ONTO x
www.HulsbergEngineering.com
STAGGERED(TYPICAL)
BOARD WITH 0.131"x 3Y4"NAILS @ 6"O.C. RIM BOARD MINIMUM 6"
:f FLORIDA C.A.NUMDtk 25846
TO ALLOW FOR NAILING
EDGE NAILING AT SOLE PLATE
'01 0
V�vm P8�
2x6 OR W FRAMED WALL
2x BAND BOARD PER TRUSS MANUFACTURER %%I'%%*-') I
c 0
RIM BOARD SILL PLATE(BELOW) om*�'
%
Y8"CLEARANCE BETWEEN PANELS ROWS 0.131"x MY NAILS 2x4 CORNER FRAMING FULL HEIGHT STUDS
BETWEEN FLOORS RAGGERED @ 6"O.C.REQUIRED
IN UPPER AND LOWER SHEATHING MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED
2 WITH(4)0.131"x 3 X"NAILS TO EACH ADJACENT \AW 1
X32"RATED SHEATHING RIM BOARD CC
.131`x 2 Y2"NAI LS. MIN.X8"SPACE BETWEEN PANELS STUD
NAIL TO TRUSSES WITH(6)0
ALTERNATE:INSTALL SOLID STUD IN THIS
SHEATHING EXTENDS ABOVE DOUBLE g
SPACE
TOENAIL TRUSS TO PLATE WITH PLATE MINIMUM 6"TO ALLOW FOR
(2)0.131"x 3 X"NAILS NAILING 2x4 CORNER FRAMING FULL HEIGHT STUD
�70
EDGE NAILING AT DOUBLE PLATE
(2)ROWS OF 0.131"x 3 Y4'
DOUBLE PLATE(U.O.N.)
NAILS @ 12-O.C. Om
2A FRAMED WALL 2,
/-F DETAIL-TYPICAL SHEATHING NAILING BETWEEN FLOORS rj-� SECTION-TYPICAL FRAMING AT 900 CORNERS
C SECTION-TYPICAL OPEN WEB FLOOR TRUSS �-4
�-4
SD-4
NAIL SCAB TO TOP CHORD WITH
(4)0.131"x 3 X"NAILS
ROOF OR FLOOR FRAMING(AS NOTED
ADD 2x4 VERTICAL SCAB IN EACH
CONNECTOR IF NOTED
TRUSS IF NO WEB IS PRESENT (SEE CONNECTION SCHEDULE)
3 0.131"04' NAILSTYPICALAT
UPLIFT CONNECTOR(AS NOTED) LICH TRUSS
2x4 X-BRACE ACROSS LENGTH OF
2x4 SPF BLOCKING-NAIL WITH(2)
0.131"x 3 X"NAI LS AT EACH EN D SHEARWALL
(END NAIL OR TOENAIL) NAIL SCAB TO PLATE WITH(3)
0.131"x 3 X"TOENAI LS
GYPSUM BOARD
\—TRUSS(AS NOTED)
2x4 BLOCKING BETWEEN TRUSSES (2)2x SYP#2 DOUBLE PLATE(U.O.N.)
TRUSS BOTTOM CHORD
TOENAILED TO DOUBLE PLATE WITH
NAIL PORCH SHEATHING AS NOTED 0.131"x 3Y4"NAILS @ 4-O.C. OFFICE COPY
__----2x SPF#2 STUDS@ 16"O.C.-U.O.N.
EXTERIOR FRAMED WALL DOUBLE PLATE (SEE WALL LAYOUT)
MINIMUM X16"RATED SHEATHING,
EXPOSURE I FASTEN AS NOTED CLIENT:
ON WALL LAYOUT(BLOCK ALL EDGES)
RIVERSIDE HOMES
INTERIOR SHEARWALL PERPENDICULAR TO TRUSS
`G-� SECTION GYPSUM BOARD
s PROJECT:
�-4 SECTION ONLY APPLIES WHEN REFERENCED
THREADED ROD ASSEMBLY(IF NOTED) 64 ATLANTIC BEACH C.C.
2
(ST.SIMON-B)
INTERIOR SHEARWALL(IF NOTED)SHALL
USE Y16"RATED SHEATHING FASTENED JOB NUMBER:16.1074 111UNT L
NAIL EACH END OF BLOCKING TO - DILIVA
AS NOTED. SCALE:
1"x 3
BOTTOM CHORDS WITH(3)0.13 2x TREATED SYP#2 SILL PLATE WITH 2 1 1-011(U.0.N.)
TRUSS(AS NOTED) /—INSTALL 2x4 BLOCKING BETWEEN 8
TRUSS BOTTOM CHORDS @ 12"O.C. SIMPSON YB"x 6"TITEN HD @ 48"O.C.MAX. DO NOT SCALE THIS DRAWING
RELEASE DATE:
2x4 SPF NAILER-NAIL TO TOP PLATE WITH 2x SPF#2 SOLE PLATE-----
09-06-16
4"NAILS @ 6"O.C. BOTTOM CHORD OF TRUSS
0.131"x3Y
WITH 0.131"x 3 X"NAI LS REVISIONS:
BLOCK TO DOUBLE PLATE WITH(3)
NAIL EACH @ 8"O.C.-U.O.N.
0.131"x 3 X"NAI LS 7—,
FLOOR BEAM(AS NOTED)---
DRAWN BY:
NAIL PORCH SHEATHING AS NOTED DOUBLE PLATE CMF
CHECKED BY:
EXTERIOR FRAMED WALL MINIMUM X16"RATED SHEATHING, MjB FSS
EXPOSURE I FASTEN AS NOTED RAISED FLOOR CONDITION TITLE:
SLAB ON GRADE CONDITION
ON WALL LAYOUT(BLOCK ALL EDGES) FRAMING DETAILS
SHEET 2 of 3
SECTION-TYPICAL INTERIOR BEARING AND/OR SHEARWALL L5
SECTION-EXTERIOR WALL PARALLEL TO TRUSS �H SECTION-INTERIOR SHEARWALL PARALLEL TO TRUSS SHEET:
�-4
�-4 THIS SECTION ONLY APPLIES WHEN REFERENCED 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
(16)0.131"x 3"NAILS IN THIS ZONE. TYPICAL HEADER TO KING STUD CONNECTION (2)2x—SYP#2 DOUBLE PLATE(U.O.N.)NAIL HENGINEERING, INC.
(SEE TABLE) PLATES WITH 0.131"x 3"NAILS @ 8"O.C. 11481 OLD ST.AUGUSTINE RD.,SUITE#202
y
// NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WITH JACKSONVILLE,FL.32258
JOINT IN LOWER PLATE JOINT IN UPPER PLATE STAGGERED
0.131"x 3"NAILS @ 6"O.C.STAGGERED P:904-886.2401 F:904.260.4367
:TYPICAL STUD TO DOUBLE PLATE 21 HulsbergErf�needngmm
JACK STUD AND KING CONNECTION :2
:f FLO�IDA C.A.MMBER:25846
STUD REQUIREMENTS
(SEE WALL LAYOUT) t
SPH4 6 INSTALLED HORIZONTALLY
2x—SPF#2 STUDS @ 16"O.C.(U.O.N.)
ZBUILT-UP HEADER WITH 0.1
�__NAILING AT STUD NAILS @ 12"O.C.TOP AND BOTTOM HEADER TO KING NAILING f
(U.O.N.)
TO DOUBLE PLATE
STUD TO PLATE NAILING NAIL EACH PLATE TO JACK STUD
2x6 (3)NAILS PER PLY
STUD SIZE ENDNAIL TOENAIL
11
WITH�3)0.131 x 3/4"NAILS-TOENAIL cc
OR E DNAIL(TYPICAL)
2x4 (2) (3) 2x8 (4)NAILS PER PLY
2x6 (3) (4) 2x10 (5)NAILS PER PLY
E
2x8 (4) AVA
(5) 2x`12
(6)NAILS PER PLY
C
2x10 (5) (6) DOUBLE SILL REQUIRED WHERE OPENING 9 Y2"OR 9
4
V, WIDTH EXCEEDS 61"(U.O.N.) LVL (5)NAILS PER PLY
11/8"OR 111"
JOINT IN S 4
ILL PLAtE
I I I I LVL (6)NAILS PER PLY
__—BUILl-uP L;UKNtK POST —NAILING AT Sl ID
TO SILL PLATE 14"LVL (7)NAILS PER PLY
if if 116"LVL (8)NAILS PER PLY
if
4"MIN.;
lul
u u If u If If If 12"M u
12"MAX. AX. 2x—TREATED SYP#2 SILL PLATE
I I I AVnI�IT%
ANCHOR BOLT(AS NOTED) BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) TYPICAL STUD TO SILL PLATE
rL_'� DETAIL-TYPICAL WALL FRAMING CONDITIONS NAIL EACH PLY WITH 0.131"x 3/4" CONNECTION
�-5 ALL NAILS NOTED ARE 0.131"x 3Y4" NAILS @ 6-O.C.STAGGERED (SEE TABLE)
—DOUBLE PLATE NAILING
0
NAIL SHEATHING TO HEADER WI, k,
ROWS 0.131"x 2/2'NAILS @ 6"0.C.
DOUBLE PLATE NAIL SHEATHING TO HEADER WITH(6 OFFICE COPY
'x 2/2"AT EACH END(TYPICAL)
0.131'
3"O.C.NAILING WITH 0.131"x MY NAILS
JACKS AND KING STUD 3 CLIENT:
INTO BOTTOM(TYPICAL)
(AS NOTED) RIVERSIDE HOMES
--HEADER(AS NOTED)
NAIL SHEATHING TO KING STUD PROJECT:
-------2x BLOCKING(TYPICAL) @ 12"O.C.MINIMUM.
64 ATLANTIC BEACH C.C.
Z
(ST.SIMON-
L�)0.131"x 3 X"TOENAILS AT EACH
END(TYPICAL) 2 JOB NUMBER: COUNTY:
I A-11 A7A UVAL
EDGE NAILING PER SHEARWALL
SCALE:
NAIL EACH SILL PLY TO KING STUD REQUIREMENTS. NAILS MAY BE
8
STAGGERED ACROSS TWO JACK 2 11 =1 1-011(U.0.N.)
WITH�3)0.131"x 3 X"NA I LS-TOENAI L
OR E DNAIL(TYPICAL) STUDS. DO NOT SCALE THIS DRAWING
RELEASE DATE:
BEVEL BLOCKING AS REQUIRED FOR EDGE OF PANEL(TYPICAL) is 09-06-16
1
MINIMUM 1 Y2'1 NAIL PENETRATION INTO HREVISIONS:
MAIN FRAMING MEMBERS.(TYPICAL)
(2)2x SILL �"h
ANCHOR BOLT REQUIRED WITHIN 6" DRAWN BY:
SHEATHING MAY CANTILEVER UP TO 2" If If If CMF
OF KING JACK UNIT-MAY BE 21
MAXIMUM PAST SUPPORTS,ALL . CHECKED BY:
WINDOW ATTACHMENTS MUST BE LOCATED ON EITHER SIDE. MjB FSS
ANCHORED INTO 2x MEMBERS. ANCHOR BOLTS AS REQUIRED TITLE:
FLUSH HEADER CONDITION DROPPED HEADER CONDITION FRAMING DETAILS
SHEET 3 of 3
DETAIL-TYPICAL ARCH TOP OPENING DETAIL-OPENINGS WITH SOLID SAWN, LSL, LVL, OR PSL HEADER L
SHEET:
�-5
SD-5
-IF
END VERTICAL BRACING REQUIREMENTS -LAST TRUSS IN ROW REQUIRING BRACING
BRITTLE FINISH FL:_XIBLE FINISH NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS ULSBERG
2x4 BLOCKING-TOENAIL OR ENDNAIL RATED ROOF SHEATHING HENGINEERfNG, fNC.
BRACING 16"O.C. 24"O.C. 16"O.C. 24"O.C. EACH END TO ADJACENT TRUSS WITH T.AUGUSTINE RD.,SUITE#202
11481 OLD S
(3)NAILS
JACKSONVILLE,FL.32258
NONE REQUIRED 0"TO 53" 0"TO 47" 0"TO 67' 0"TO 59"
I NAIL DIAGONAL BRACE TO INTERMEDIATE
< P:904.886.2401 F:904.260.4367
— m ROOF SHEATHING WEBS WITH(2)NAILS LE i
www.HulsbergE�gineenng.com
2x4 L-BRACE 54"TO 114" 48"TO 99" 68"TO 14! 60"TO 126"
2x4 SPF No.2 DIAGONAL BRACE
FLORIDA 7MUMBER:25846
ROOF TRUSS(BY OTHERS)WITH
2x6 L-BRACE 115"TO 182" 100"TO 158" 146"TO 232" (TYPICAL AT EACH END OF
1 1 1 1127"TO 201"
BRACE(IF REQUIRED) CONTINUOUS LATERAL BRACING)
NOTE:
SVIv1po
BRITTLE FINISHES ARE STUCCO OR ADHER=_D VENEER —TO REPLACE(1)ROW OF LATERAL BRACING NAIL DIAGONAL BRACE TO TRUSS 0
INSTALL 2x4 No.2 SYP T-BRACE NAILED To co-
FLEXIBLE FINISHES ARE WOOD SIDING,HARDI-PANEL, WEB WITH(3)NAILS
AV
EACH PLY OF TRUSS WEB AT 6"O.C.WITH
BRICK VENEER,ETC. >
RATED ROOF SHEATHING
< 0.131"x 3"NAILS TO REPLACE(2)ROWS OF CONTINUOUS LATERAL BRACE(QUANTITY
Av
CL 2x L-BRACENAILEDTO LATERALBRACING INSTALL 2x6 No.2 SYP AND LOCATION DEFINED BY TRUSS SHOP
> 10 i::
DRAWING.)
VERTI AL WEB WITH T-BRACE NAILED TO EACH PLY OF TRUSS "k CC
------- --- WEB WITH 0.131"x 3"NAILS @ 6"O.C.
0.131"i 3"NAILS @ 6"O.C. NAIL CONTINUOUS LATERAL BRACE TO
EACH TRUSS WEB WITH(2)NAILS
VERTI'AL WEB IN GABLE ---
ROOF TRUSSES(BY OTHERS)
END T�Uss S'
FLP
L)OKOUTS AT 48"O.C. NOTES:
I PE
(3)TRUSSES Mlimum 791
Lu NOTE: 1) CONTINUOUS LATERAL BRACES SHALL
_0::
J:�
vo
>
FOR NTIN
16" R 24" C. LATERAL BR/ICE BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR
T-BRACING TO BE USED WHEN CONTINUOUS
SPACING(SEE TABLE),
U-111 LATERAL BRACING IS IMPRACTICAL. BETTER(U.O.N.)
Rl I L __x 2) ALL NAILS SHOWN SHALL BE 0.131"x 3"
i NAILS(U.O.N.)
DETAIL-TYPICALVERTICAL BRACING AT GABLE END ��B SECTION-TYPICAL T-BRACE DETAIL-TYPICAL LATERAL TRUSS B
rA C RACING
�-6 �-6
2x4 SYP BLOCKING BETWEEN NOTE:
LOOKOUTS H2.5A AT EACH LOOKOUT ALL MEMBERS SHALL BE#2 SYP. NAIL BRACE TO BLOCKING WITH(5)0.131"x 3Y4"NAILS
EXTERIOR SHEATHING SHALL 2x4 LOOKOUTS @ 48"O.C.FOR (3)0.131'13 X"TOENAILS AT EACH LOOKOUT
OVERHANG 2x6 BLOCKING BETWEEN TRUSSES WITH
BE NAILED TO BOTTOM CHORD TO TOP CHORD OF TRUSS.
OF TRUSS WITH ROOF SHEATHI IG(AS NOTED) (3)0.131'13 X"NAILS EACH END
2x4 BLOCKING REQUIRED BETWEEN
0.131"x 2 1/2"NAILS @ 6"0.C.
ROOF S H EATH I N G(AS N OTE LOOKOUTS
(U.O.N.ON WALL LAYOUT) 2L
2x BARGE RAFTER
BALLOON FRAMED STUDS
(AS NOTED)
SINGLE PLATE 4AIL TO TRUSS FASCIA(BY OTHERS)
BOTTOM CHOR)WITH 0.131 x 3 &
Z
2x4 LOOKOUTS @ 48"O.C.
NAILS @ 6"O.C.
H3 CLIP OR EQUAL AT EACH
LOOKOUT
6 OFFICE COPY
GABLE END TRUSS(DROP GABLE)
2x6 BRACE SPACED @ 48"O.C.UNLESS CLIENT:
OTHERWISE NOTED ON ROOF LAYOUT.
DETAIL-BALLOON FRAMED GABLE END(LOW CEILING VA
rD ULT RIVERSIDE HOMES
�-6 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN Y2 OF EXTERIO R ROOF PITCH ADD 2x4 T-BRACE NAILED @ 6"O.C.
WITH 0.131"x 2 Y2"NAI LS I F BRACE 4- PROJECT:
H2.5A AT EAC I LOOKOUT LENGTH EXCEEDS 9'-0". 64 ATLANTIC BEACH C.C.
4-:
2x4 LOOKOUlS @ 48"O.C.FOR
(ST.SIMON-B)
OVERHANG JOB NUMBER:
1. ln74 I COUNTY:DUVAL
ROOF SHEATHING(AS NOTED) 01 1 SCALE:
11 =1 1-011(U.0.N.)
2x4 SYP BLOC KING BETWEEN 8
LOOKOUTS DO NOT SCALE THIS DRAWING
--BALLOON FR/MED STUDS RELEASE DATE:
(AS NOTED) 09-06-16.
-LSTA12,LTP4,OR SDWC 15600 @ 48"O.C. REVISIONS:
V_
(' FtRA(.�-
DOUBLE PLA1 E GBC CLIP-(2)REOUIREDAT EACH BRACE
INTERIOR VAULT TOENAIL BOTTOM CHORD OF GYPSUM BOARD CEILING
EXTERIOR SH=-ATHING SHALL BE TRUSS TO DOUBLE PLATE WITH DRAWN BY:
NAILED TO UF PER PLY OF 0.131"x 3 X"NAILS @ 8"0.C. L5 CNIF
21
DOUBLE PLATE WITH A CHECKED BY:
---;/--2x4 DRYWALL BACKING INSTALLED
___l MJB/FSS
2"NAILS @ 6"O.C. CONTINUOUSLY BETWEEN BRACES TITLE:
0.131"x 2)/ -YOUT) L
(U.O.N.ON WALL LA
TRUSS BRACING AND GABLE
DETAILS
��E DETAIL-BALLOON FRAMED GABLE END(HIGH CEILING VAULT (7� SECTION-GABLE END DIAGONAL BRACING
SHEET:
SD-6
INTERIOR CEILING PITCH EXCEEDSY2 OF EXTERIOR ROOF PITCH
SD-6
ULSBERG
ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD,,SUITE#202
JACK"LLE,FL.32258
EXTERIOR BEAM(AS NOTED) P:904.1386.2401 F:904.260.4367
www.Hulsbe�gEngi ing.com
DOUBLE PLATE FLORIDA C.A.NUMBER:25846
NOTCH BEAM AS REQUIRED TO 0
0%
FIT BENEATH DOUBLE PLATE is�M P
BEAM BEARS ON(2)2x JACKS S
(TYPICAL-U.O.N.) VZDOUBLE PLATE IsN
CONDITION: 1 NUT WITH 2"x 2"x WASHER
ALTERNATE:SIMPSON LBPSY2 SLOTTED U 1:2 NA0
(NOTCHED BEAM) 4 0�-
WASHER WITH 1"WASHER. '51
Qj
8"0 THREADED ROD
-2
3-
PE
SIMPSON Y8"0 x 6"TITEN HD OR SIMPSON Y8"O x 6 X"TITEN HID ROD COUPLER
791
THREADED ROD SET IN ADHESIVE WITH 1"CUT WASHER
NAIL SHEATHING TO DOUBLE PLATE WITH WITH MINIMUM 4"EMBEDMENT OR!K THREADED ROD SET IN ADHESIVE WITH COMMEN?r-
8
(2)ROWS OF 0.131"x 2 Y2"NAILS @ 6"O.C. WITH 1"WASHER MINIMUM 5"EMBEDMENT WITH 1 CUT WASHER .
MONOLITHIC FOUNDATION-EXTERIOR
NAIL SHEATHING ALONG BOTTOM OF HEADER @ 3"O.C.
X8'x 6"TITEN HD SCREW ANCHOR
or Y8"x 6"SCREW ANCHOR BY HURRI-BOLT,INC INSTALL DSP CLIPS @ 24"O.C.OR
orY8"THREADED ROD SET 4Y2"INTO ADHESIVE SPH_@ 32-O.C.
EXTERIOR BEAM(AS NOTED)
00
. 0,
STEMWALL FOUNDATION-EXTERIOR (7� DETAIL-ANCHOR BOLT DETAIL-THREADED ROD ASSEMBLY
E
DOUBLE PLATE �-7
X2"THREADED ROD SET 7"INTO ADHESIVE a
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
o
USE MONOLITHIC CONDITION Simpson ID USP ID Uplift.Capacity(lbsI Fasteners Anchorage(U.O.N.)
CONDITION: 2 A35 MPA1 ride (12)0.131'x 1 V7' n/a
(DROPPED BEAM) ABU"-Z PAU44-TZ 2200(SYP) (12)0.1eT x 2%'or(12)D.162"x 3Y2' 5/8'wl 7'embed
ABUW-Z PAU68-TZ 2300(SYP) (12)0.16T x 2%"or(12)0,162"x 3Y2" 518*w/7"embed
CS16 RS150 1705(SYP or SPF) (11)0.148'x Y in each end-(22)total n/a
OSP RSPT6_2 775(SYP or SPF) (8)0-148'x I W into studs n/a
rB DETAIL-TYPICAL DTT2-Z INSTALLATION rE DETAIL-EXTERIOR BEAM TO WALL CONNECTION
(6)O�148*x I%."into double plate
(USP DTB-TZ SIMILAR) �D7 DTr2z DTFl_Tz 2145(SYP)1835(SPF) (8)Wx II/V SDS 1/2'w/4Y2'embed(mono)and 7'embed(stem)
GBC HC520 n/a (5)0.131 x I Y2'into gable brace n1a
(7)0.131'x 2%.'into double plate
HZ5A n1a:use RT7 aw(syp) (5)0.131'x 2%*in each end-(10)total n1a
MONOLITHIC FOUNDATION-EXTERIOR
H2.5T n/W use R177 545(SYP or SPF) (5)0.131*x 1 W in each and-(10)total n1a
X2"X 12'TITEN HID SCREW ANCHOR H3 RT3A 455(SYP) (4)0.131*x 2W in each end-(8)total We
HS LFTAB 950(SYP)820(SPF) (8)0.131'x 2W in each end-(16)total n1a
orY8"THREADED ROD SET 7"INTO ADHESIVE ALTERNATE ANCHOR: H,8 RTBA 745(SYP) (5)0.14W x 1 W in each end-(10)total n/a
----------------
HUQ8 n/a:use UPH08 7630(SYP)5495(SPF) (20)A*x 3"SDS 7/8*w/15"embed(SET-XP epoxy ordy)
Z-EXTERIOR BEAM Y2"X 6"TITEN HD - F, OFFICE COPY
HDUS PHD5 5845(SYP)4085(SPF) (14)Y4'x 2W SDS 518'w/Tembed(mono)and 12'embed(stem)
STEMWALL FOUNDATION-EXTERIOR (MECHANICALLY GALVANIZED)
(AS NOTED) HDU8 PHDO 8970($YP)5020(SPF) (20)Y4'x 3"SDS 718*wl 15*embed(SET-XP epoxy only)
............................. ..............
XV THREADED ROD SET 12"INTO ADHESIVE L��ITH Z11 X.48"WASHER HETA16 14TA-16------------------- ---------- X ------- 2
I
H6 CLIP FROM HTS20.HTS24 or HTS30 HTW20,HTW24 or HTW30 1450(SYP)1245(SPF) (10)0.148"x Tin each end-(20)total n1a
POST TO BEAM HTSM16 or HTSM20 HTWM16 or HTWM20 1175(SYP) (8)0.148'x 3"into wood n/a CLIENT:
INTERIOR APPLICATIONS- (4)Y4"x 2Y4"Titen into CMU RIVERSIDE HOMES
IF EDGE DISTANCE EXCEEDS 5"USE LAP BEAM PLIES AND (4)Y4'x 1W Titen into concrete
HTT4 HTT4 4235(SYP)3640(SPF) (18)0.162'x 2%' 5/8'wl 7'embed(mono)and 1T embed(stem) ilz
X2 I x 12"TITEN HD SCREW ANCHOR NAIL AS SHOWN-(5)
HTT5 HTT5 5090(SYP)4375(SPF) (26)0.167 x 2W 518*w/Tembed(mono)and 17 embed(stem)
-1 :� PROJECT:
orY8"x 8"TITEN HID SCREW ANCHOR 0.131"x 3Y4'NAILS PER PLY LTP4 MPAIF _*-----------------------------------------------nia---------------------------------
L LSTA118 LSTA18 1235(SYP)111 O(S P F) (7)0.148'x 3"in each end-(14)total n1a
THREADED ROD SET 6"INTO ADHESIV 64 ATLANTIC BEACH C.C.
or X8' E LTS12 LTW12 775(SYP)665($PF) (6)0.148'x 3'In each end-(12)total n1a
PT POST(AS NOTED) :F
MSTA24 MSTA24 1640(SYP)1455(SPF) (9)0.148'x 3"In each end-(18)total nla- MON-B)
MSTAM�4 MSTAW4 o-r-SP-F-) (9)6.148-x 3'into wood n/a
(5)Wx 2WIlten Into CMU (ST.SI
rc DETAIL-TYPICAL HTT5 INSTALLATION H6 CLIP FROM POST ............ ............. OB NUMBER: ICOUNTY:
.21 A-1(17A DUVAL
(USP PHD5 SIMILAR) TO BEAM (5)A"x 11/4"Ilten into concrete �% I
PT POST(AS NOTED) ............. ........................................... --------------- .............. .................................... .................. SCALE:
MSTA30 MSTA30 2050(SYP)1820(SPF) (11)0.148"x 37 in each end-(22)total n1a
MSTA36 MSTA36 2050(SYP or SPF) (13)0.148"x 3'in each end-(26)total n/a
0 11 =1 1-011(U.0.N.)
\-EXTERIOR BEAM ABU POST BASE MSTAM36 MSTAM36 1870(SYP or SPF) (113)0.149'x 3'into wood n/a F= 8
E
MONOLITHIC FOUNDATION-EXTERIOR (AS NOTED) (AS NOTED) (8)A'x 2Y4"Titen into CMU 8 DO NOT SCALE THIS DRAWING
(8)Y4"x 11/4'Titen into concrete
.1 RELEASE DATE:
X8"THREADED ROD SET 15"INTO ADHESIVE Y8"THREADED ROD kATS12 or MTS20 MTW1 2 or MTW2D 10DO(SYP)86D(SPF�) (7)0.148'x 3"in each end-(14)total n/a 2�
PLA q VIEW AT TOP OF POST 0. 09-06-16
WITH NUT SET IN MTSM 16 or MTSM20 HTM16 or H7WMM awsyp) (7)0.148"x 3'into wood n/a
STEMWALL FOUNDATION-EXTERIOR .0 (4)Y4'x 2%"Titen into CMU REVISIONS:
ADHESIVE
(4)A'x 13W Ilten into concrete
THREADED ROD SET 15"INTO ADHESIVE (7"EMBEDMENT) PA51 TA51 2940(SYP or SPF) (14)0.167 x 2W or(14)0.162"x 3Y2' 4�embed
SPH4orSPH6 SPTH4 or SPTHO 680(SYP)585(SPF) (12)0.148"x I Y2' n/a
SSP RSPT6 350(SYP or SPF) (4)0.148*x I Y2"into studs n/a
F DRAWN BY:
INTERIOR APPLICATIONS- 4 (3)0,148'x 1 V2'into double plate
IF EDGE DISTANCE EXCEEDS 5"USE 4 STHD14 STAD14 1421()(SYP or SPF) 1(30)0.141Y x 3 Y4" 14'embed LZ CMF
A
CHECKED BY:
J i
Notes:
X8"THREADED ROD SET 8"INTO ADHESIVE Mj13/FSS
1.All connectors are manufactured by Simpson Strong-Ile or USP Structural Connectors(U.O.N,) TITLE:
2.SYP=Southern Pine;SPF=Spruce-Pin-e-Fir
METAL CONNECTOR
SIDE VIEW AT BASE OF POST
3.Mono=monolithic concrete;stem=masonry stemw-all or bond beam
DETAILS
K Anchorage refws to threaded anchors vAth noted diamellers and embedment depths
DETAIL TYPICAL HDU8 INSTALLATION DETAIL-TYPICAL CONNECTIONS AT EXTERIOR POST SHEET:
rD F
(USP PHD6 SIMILAR) �D7
-7
SID