1722 MARITIME OAK DR - ENGINEERING DRAWINGS DESIGN SPECIFICATIONS: GENERAL NOTES: 8. All concrete slabs on grade shall be the thickness as indicated on the drawings over LSBERG
ct has been designed in accordance with the 5th Edition(2014)Florida Bu Iding 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 GINEERING, INC.
Proje ,electrical,mechanical(plumbing and HVAC),waterproofing, 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185,
Code,Residential,and the Florida Building Code,Existing Building(as applicat le). Architectural,civil(site) ith a minimum fiber length of 11"to 2" 11481 OLD ST.AUGUSTINE RD.,SUITE#202
and flashing requirements are not addressed in these plans. or fibermesh reinforcement shall be used w
JACKSONVILLE,FL.32258
complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per
P:904.886.2401 F:904.260.4367
DESIGN CRITERIA: cubic yard in accordance with manufacturers recommendations. LS
2. It is the intent of the Engineer of Record(Engineer)that this work be performed in www.HulsbergEn,*eedng.com
conformance with all requirements of the authorities having jurisdiction over this type
FLORIDA,�.A 25846
.. � IKYMBER
ch shall be clean sand free of debris and "I _4-1.111
Wind Design Method ASCE 7-10 of construction and occupancy. 9. Slabs on grade shall bear on structural fill whi 2 kq 01,
130 mph terial.Structural fill shall be compacted to a density of at least 10
Basic Wind Speed: other deleterious ma
Building Risk Category: 11 95%of the Modified Proctor Maximum Dry Density(ASTM D1 557).Termite protectio,
3. The contractor is responsible for the means and methods of co' t uction. It is the lz-
-0
B(Enclosed Structure) shall be provided in accordance with applicable code requirements. If soil treatment
Wind Exposure: contractor's sole responsibility to determine the procedure,sequence,and temporary
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
Building Type: Type V Construction is completed.
construction. %
e debris region
Wind-Borne Debris: NOT located in the wind-born
nsions at the joi�site prior to I fill. Structural fill shall b
11 be the responsibility of the 4. The contractor shall verify all conditions and dime 10. Footings may bear upon undisturbed soil or upon structura e
Unless otherwise noted,project site considerations sha cted to a density of at least 95%of the Modified Proctor Maximum Dry Density Z
I f -_ 0 �
commencing work. compa 1. :�. 0 1
11H
ples of such items include, but shall not be limiled to, of the footin
owner and/or contractor. Exam (ASTM D 1557)for a depth of at least two feet(2'-0")below the bottom 9.
ions,drainage features,and special requirementE
determination of grade elevat supply,locate,and build into the work all inserts.anchors,angles,
QT
5. The contractor shall
associated with FEMA flood hazard and/or DEP zones. plates,openings,sleeves, hangers,slab depressions,or other components as may be 11. The following minimum concrete cover shall be provided for reinforcement:
PE
required to attach and accommodate other work. 3" Concrete cast against and permanently exposed to earth
_% , -
2" Concrete exposed to earth or weather
DESIGN DEAD LOADS: FL PE No.50791
6. All details and sections shown on the structural drawings are intended to be typical 1 1/2"Concrete not exposed to earth or weather COMMENTS,`
Floors: and shall be construed to apply to any similar situation elsewhere in the work except
The design floor dead load of 12 psf assumes a floor system utilizing wood de king or where indicated otherwise. 12. All continuous reinforcing steel in concrete shall be lap-spliced with the following
over wood truss,wood I-joist,or solid sawn lumber framing. The floor
wood subflooring minimum lengths:
covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer shall be #4 bars: 21"minimum
7. Refer to the structural drawings for all structural details and sections. The contractor
notified if the floor coverings differ from the noted assumptions shall contact the Engineer for clarification in cases of conflict between the structural #5 bars: 26"minimum
drawings and any drawings prepared by others prior to commencing work. #6 bars: 32"minimum
Roofs:Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) 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.
Concrete or Clay Tile: 15 psf ca of
The design of the project structure assumes an allowable soil bearing pacity
Refer to Architectural Plans for Roof Covering System 2000 psf. The Engineer shall be notified if soil conditions encountered dilier frorn the 14. The contractor shall provide spacers,chairs,bolsters,etc.,necessary to support
exposed concrete surfaces shall have
noted assumptions. All requirements for site preparation and soil compaction reinforcing steel.Support items which bear on
DESIGN LIVE LOADS: ends which are plastic tipped or stainless steel.
specified in the soils report shall be followed unless more stringent require ments are
specified in these plans.
Floors: MASONRY:
Exterior Balconies: 40 psf
CONCRETE:
Exterior Decks: 40 psf General:
Stairs: 40 psf(or 300 lb point load) 1. All concrete work shall be in accordance with"Building Code Requirements for
Garages: 50 psf(or 2000 lb point load)
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
2. All concrete shall have the following minimum compressive strength at 28 days& 530.1-11
Attics- Slabs on grade,footings,and misc.concrete: f c=2500ps;l
Without Storage: 10 psf inimum 28 day compressive strength of
Structural slabs,walls,beams and columns: fc=3000psi 2. Grout shall conform to ASTM C476 with m
With Limited Storaae: 20 psf Designated radon zones only-all concrete: f c=3'_-(.',0p3i 2000 psi per ASTM C1 019.Grout shall be mixed to provide a slump between 8' to
With Storage: 30 psf(fixed stair access)
3. Cement shall conform to"Specification for Portland Cement"(AS11-0 C-150" 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used
Roofs: in brick veneer. CLIENT:
Less than 4:12 slooe: 20 psf 4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33)
RIVERSIDE HOMES
4:12 slope or greater: 16 psf 4. The contractor shall be responsible for the design and installation of all flashing.
5. Water shall be clean and free of injurious amounts of oil,acids,alkaliq,salts.organic
DEFLECTION CRITERIA: or steel reinforcement. Concrete Masonry(CMU): PrROJECT:
material or other substances that are deleterious to concrete
115 ATLANTIC ACH C.C.
Walls: 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherw;sc nGted on the 1 Concrete masonry units(CMU)shall be ASTM C90-1 1 B,Hollow Load-Bearing
_Z
0 B)
I (KEY
Wind loads with plaster or stucco,finish: L/360 structural drawings.All reinforcing details shall conform to"Details arid Detailing of Concrete Masonry Units, normal weight,with a minimum compressive strength of ( .
COUNTY:nt I
Wind loads with other brittle finishes: L/240 Concrete Reinforcement"ACI 315,unless detailed otherwise on the Structural 1 goo psi(f m=1500 psi). 16-137 AL
Wind loads with flexible finishes: L/1 20 or L/1 80* SCALE:
drawings.
L/1 80 for exterior wal;s with interior gvpsum board finish. 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following IY811 =V-0"(U.0.11.)
E
F-ioors: s well as placement of reinforcement minimum lengths:
7. Tolerances for foundation and slab alignment a DO NOT SCALE THIS DRAWING
Live Load: L/480* rete Construction and #4 bars: 20"minimum
shall be in accordance with"Standard Tolerances for Conc RELEASE DATE:
L/240* 10-13-16
#5 bars: 25"minimum
Total Load: Materials,"ACI 117. Footing or slab edges may be up to 1/2"inside of the sil p ate F C 0!JY BER
Increased floor stiffness may be required by floor covering manufacturer #6 bars: 30"minimum T�E_VISIONS
Roofs: 3. Grout all cells containing vertical reinforcement in 6-0"maximum lifts.
Live Load: Li240
Total Load: L/1 80 4. Provide cleanouts per ACI 530.1-11 in the bottom course of masonry when the wall DRAWN BY: OF
CHECKED BY:
MMEftOPOR CODE COMPLIANCE 3� MJB/FSS
5. Beam VAWeCWA13WAAMt8M1#ntroI joints. TITLE: ERAL NOTES
GEN
SEE PIERMS FOR ADDMONAL SHEET 1 of 2
ANDCMDMONS
SHEET:
5�2
V
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 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 nails @ 8"o.c.(each side) 1. All window,door and soffit assemblies shall be designed to withstand the design ENGINEEFdNG, 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 www.HulsbergEn
Oeenng.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
C.A.�4MBER:25846
o.c.and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions).
a.Welded Connections: AWS D1.1
NV
3. Strand wire veneer ties shall not be less in thickness than No.9 gage wire and shall b.Structural Steel plates: ASTM A36(Fy=36 ksi)or ASTM A572(Fy=50 ksi)
have a hook embedded in the mortar joint. Sheet metal ties shall not t e less 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) A
SOFFITS (psf) -2?1 __
Q_ �.
Adjustable or strand wire veneer ties shall be used at CMU walls. e.Structural Steel Rectangular HSS or Tubes: ASTM A500(Fy=50 ksi)
f. Structural Steel Round HSS or Pipe: ASTM A500(Fy=46 ksi)or
4. Unless otherwise noted on the plans,a steel angle L4x4xl/4 shall be used for ASTM A53(Fy=35 ksi) AREA OF OPENING EDGE STRIP (6) INTERIOR ZONE (4)
I JE
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 exc:eeds 6-0"then 2. All structural steel connections and fabrications shall comply with AISC specifications. s T1
the steel angle shall be attached to the wood framing with x 3"lag screws @ 12"
0 to 20 sf 18.3 -24.5 18.3 -19.8
o.c.or Simpson Y4"x 3"SDS screws @ 12"o.c. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication.
20.1 to 50 sf 17.5 -22.8 17.5 -19.1 132 i
WOOD FRAMING: 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes 50.1 to 100 sf 16.4 -20.6 16.4 -18.0
shall not be used. 100.1 to 200 sf 15,5 -19.1 15.5 -17.1
91OMMENTS:
1 All wood framing has been designed in accordance with"National Des gn Specificatior 200.1 to 500 sf 14.7 -17.4 14.7 -16.3 -;0,
(NDS)for Wood Construction,"2012 edition. 5. Bolts shall be installed to the"snug-tight"condition-u.o.n. Soffit Design Pressure 18.31 -24.51 18.31 -19.8
Base Design Pressure 15.50 GCpi :tO.18
2. Southern Yellow Pine member design incorporates design values for all sizes and 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior
grades of visually graded Southern Yellow Pine dimension lumber per"Supplement to painting,steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning".
No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber."published by
the Southern Pine Inspection Bureau(SPIB). 7. SSPC Paint 36(polyurethane)shall be applied as the final coat to all structural steel
surfaces exposed and visible to the exterior of the structure.
E
3. All wood members exposed to weather or in contact with masonry,concrete or soil
shall be treated with an appropriate preservative suitable for the exposure conditions. 8. Field touch-up after installation where required to restore final finish.
4. If ACQ treatment is used on any wood member,then all nailing shall require HARDWARE AND ANCHORS:
hot-dipped galvanized nails meeting ASTM A153,Class C,or ASTM B695,Class 50. TYPICAL EDGE STRIP(5)
If borate treatment is used then galvanizing is not required. 1. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie, a 47
United Steel Products(USP), or Engineer approved equal.
5. Prefabricated wood trusses shall comply with NDS and"National Desi(n Standard for
TYPICAL INTERIOR ZONE(4)
Metal Plate Connected Wood Truss Construction(TPI 1-07)." 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM
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 A153,Class C,or ASTM B695,Class 50.
capacity of the truss to truss connectors,and the manufacturer's license to fabricate
trusses utilizing the connector system proposed.The contractor shall E pprove 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 securely fastened PROJECT:
115 ATLANTIC BEACH C.C.
to their supporting walls or beams with metal connectors as noted in tt e Truss 1. The contractor shall be responsible for the design and installation of the roof covering
Connection Schedule. system.
(KEY LARGO-B)
JOB NUMBER: COUNTY:
10. All gable ends shall be balloon framed or braced in accordance with the applicable 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the -1376 1
6 DUVAL
detail as shown in the structural drawings. manufacturer's requirements. SCALE:
10 V-0"(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 E
R DO NOT SCALE THIS DRAWING
be provided by others. Manual,"and the manufacturer's requirements. _J RELEASE DATE:
10-13-16
12. Engineered lumber(LVL,Parallam or LSL)shall meet the following mi iimum material 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according REVISIONS:
specifications: to the manufacturer's requirements.
LVL or Parallam LSL
E=2,000,000 psi E=1,550,000 psi 5. The contractor shall be responsible for the design and installation of all metal flashing
DRAWN BY:
Fb=2,600 psi Fb=2,325 psi and valley material. LS CMF
Fc=750 psi Fc=900 psi CHECKED BY:
Fv=285 psi Fv=31 0 psi MJB FSS
2 TITLE:
A 6
GENERAL NOTES
SHEET 2 of 2
OFFICE COPY L5
SHEET:
Ll S-2
IFFSWE-MWALLI� ULSBERG
, HENGINEERING, fNC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
t JACKSONVILLE,FL.32258
co P:904.886,2401 F:904.260.4367
cm UN 50'-0" 51-011 www.HulsbergEngin,eering.com
FLOROA\C.A.NUMBtR:25846
4
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-011 3'-8"
SD-11
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SHOWER OOMMENTS:
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151-211 4'-0" 5'-2" 6'-8"
T � T SD-2 00'
5-11' 12'-7"
\6-
&4
Ell STEPS BY
...........................
..........
BUILDER
AMEN,
EM EDDED STRAP AT
��-2 ...............
B
GARAGE DOOR OPENING
4"CONCRETE S-AB WITH 6x6 W1.41.4 WWF SEE DETAIL"F"ON SD-1
OR FIBERMESH )VER 6 MIL VAPOR BARRIER s
COVERING CL:AN AND COMPACTED FILL
L
04
C/)
T-4
41-1011 7-611
t - 1�1_ 91-311 2 5'-0"
18'-8" ro --_j 1.
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CD1
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NSD-1 JF
1\�-2
CLIENT:
RIVERSIDE HOMES
............................
CJ SUGGESTED CONTROL JOINT
.. .... ......................... ....
............. ................................
...................................
............................ ...................................................... ............ -& PROJECT:
..........
..........
..........
..... . ..... ..............
............................... .................. ..
.......................................................... .......................
.............................................................................. LOCATIONS(SEE DETAIL T ON SD-2)
115 ATLANTIC BEACH C.C.
(KEY LARGO-B)
DENOTES TWO STORY
cl� FOOTING CONDITION :9 JOB NUMBER: ICOUNTY:
16-1376 DUVAL
U) m w
SCALE:
C14 cl�
C'1 4 uj Y8 1'-0"(U.O.N.)
m CONTRACTOR SHALL VERIFY ALL DIMENSIONS
DO NOT SCALE THIS DRAWING
30"x 30"x 12"PAD FOOTING USING FINAL APPROVED FLOOR PLAN PRIOR
RELEASE DATE:
WITH(3)#5 EACH WAY TO CONSTRUCTION
10-13-16
(TYPICAL)
REVISIONS:
ri
SEE DETAIL"E"ON SD-1
DRAWN BY:
9'-6" .0111111111-1"91-olf 9'-8" 0121-101'.L 191-011 L5 CMF
21
0� CHECKED BY:
U) 50'-0" 3� MjB/FSS
TITLE:
FOUNDATION PLAN
FOUNDATION PLAN LZ
OFFICE C04py 1
SHEET:
S-3
�JFUL HEIGHT WALL SHEATHING NOTES: ULSBERG
1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6SPF No.2 HENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 10--1 y8"-U.O.N. JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
C N PANS
21 www.HulsbergEngine-eriN.com
2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH2x4 :2
(2)2x6 HEADER 2)2x6 BUILT-UP
FLORIDA
25846
SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 10--1 8"-U.O.N.
2J 2K OST(MIN.)
J
L/4
oi�
3) THE FIRST FLOOR EXTERIOR WALL FINISH IS"BRITTLE"(STUCCO)-U.C.N.
2)JACKS NOTIFY ENGINEER OF ANY VARIATIONS.
N
-5
SID MIN.
<
TYPICAL ALL
EXTERIOR WINDOW AND
DOOR OPENINGS
NOTE:
4_= O�-
INSTALL SOLID BLOCKING srf
o v
BETWEEN FLOORS AT ALLPOSTQ
. ....... .. .
F L P"'Ef,qNlo.`�5'0 7 9 1
COMMENTS:
TwT_
C/) 5)2x4 BUILT-UP
I Tuor
z w 3:
< POST(MIN.) 9
LU -0
a- iD C14
<
LLj 2)JACKS
............ .
MIN. __-�2)2x6 BUILT-UP E
x
Z POST ALIGNED WITH
0 SHEARWALL LEGEND:
TRUSS C01 ABOVE
INSTALL SOLID BLOCKING
........... NON-BEARING WALL
BETWEEN FLOORS ...........
BEARING WALL .2
(4)2x4 BUILT-UP\
SW-6
POST(MIN.)
SHEARWALLS FASTENED WITH
2)1 Y4"x 11 Y4"LV
8d COM(0.131-x 2Y2")NAILS @
2J 2K 6"O.C.ON EDGES AND 12"O.C.
ON INTERMEDIATE SUPPORTS
—SW-3—
OFFICE COPY
..... ........ . SHEARWALLS FASTENED WITH
8d COM(0.131"x 2 Y2')NAILS @
17 . ..... 3"O.C.ON EDGES AND 12"O.C.
(2)2x10 HEADER 1,----BALLOON FRAME WALL
ON INTERMEDIATE SUPPORTS
wl 2x6 STUDS @ 8"O.C.
2J 1K CLIENT:
SHEATH BOTH SIDES OF WALL RIVERSIDE HOMES
Z
AT INDICATED SHEARWALL
-& PROJECT:
NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"AND
_�73_ _8`700— 115 ATLANTIC BEACH C.C.
SHALL BE NAILED @ T'O.C.TOP AND BOTTOM PER
E
SD-7 DETAILS'i"B"ON SHEET SD-3-U.O.N. (KEY LARGO-B)
:9 JOB NUMBER: ICOUNTY
(2)2x8 HEADER WOOD FRAMED HEADER LEGEND:
2J 2K 16-1376 DUVAL
SIZE� SCALE: It
OF HEADER X8 =V-0"(U.O.N.)
DO NOT SCALE THIS DRAWING
(2)2x—HEADER RELEASE DATE:
NOTE--, ?
i K 10-13-16
EACH FRONT POST SHALL BE TREATED (2)2x 12 TREATED PORCH
TE—VISIONS
-Z POST BASE ,TV in, A
BEAM(TYPK
6x6 POST ON ABU66 CAL
=L GARAGE DOOR NOTES QUANTITY QUANTITY
STRAP POST TO EACH BEAM ABOVE OF JACKS OF KING STUDS
WITH(1)H6-Z CLIP OR(1)MSTA24-Z 1. INSTALL(�j MSTA30 STRAP AT EACH END
TYPICAL ALL POSTS-(I.I.O.N.) OF GARAGE DOOR HEADER.NAIL STRAP DRAWN BY-
NOTE: L5 CMF
SEE DETAIL'i SHEET SD-7 INTO HEADER AND JACKS BELOW.
ALL WOOD FRAMED LOAD BEARING HEADERS -2 CHECKED BY:
MjB FSS
2. EMBEDDED STRAP AT EACH END OF GARAGE SHALL BE MINIMUM(2)2X6 N0.2 OR BETTER -6 TITLE:
WALL LAYOUT-FIRST FLOOR 6
DOOR OPENING SEE DETAIL'i SD-1 SYP.ALL EXTERIOR HEADERS SHALL BE WALL LAYOUT
INSTALLED WITH MINIMUM(2)JACKS AND FIRST FLOOR
3. 9'GARAGE DOOR SHALL BE RATED FOR A (1)KING STUD AT EACH HEADER.ALL INTERIOR
MINIMUM DESIGN PRESSURE OF 18.4 psf LOAD BEARING HEADERS SHALL BE INSTALLED HEET:
WITH MINIMUM(1)JACK AND(1)KING STUD.(U.0.N.)
S-4
, HULSBERGI
ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
P:904.886.2401 F 904.260.4367
L5
21 www.HulsbergEngineecog.com
wf FLOft�C.A.NUMFIER:25846
..........
........... ...............
<
'j
__–HTT5
Ilk
HOLDOWN a 'o.
a, f
DOUBLE PLATE
3"x 3"xX"WASHER
-S.
THREADED ROD
Aj
ASSEMBLY WITH NUT
2x—FRAMING Skil
....... . .... .
cbmMENTS:
TT5 ...... . . ... ....... (BELOW DOUBLE PLATE)
8"TYP.-
:HOLDOWN
A (2)ROWS OF 0.131"x 34'
S-5 NAILS @ 12"O.C.
ut—')
SPH CLIP OVER DOUBLE PLATE
HTT5/ HTT5--'
L
><
HOLDOWN ALTERNATE:MSTA24 STRAP
HOLDOWN LOOPED OVER DOUBLE PLATE
WITH(6)1 Od x 1 Y2"NAILS
INTO EACH SIDE OF STUD
DETAIL-THREADED ROD AT 90 DEGREE CORNER
---DTT2-Z HOLDOW q
ALIGNED w/STPj kPS
ABOVE
ui
----HTT5
HOLDOWN
75
HOLDOWN ...... CLIENT:
LSTA18 EACI.
RIVERSIDE HOMES
END OF HEADER HTT
HOLDOWN'
PROJECT:
115 ATLANTIC BEACH C.C.
rE \rE (KEY LARGO-B)
____�75Z
HOLDOWN �-7 JOB NUMBER: COUNTY:
16-1376 DUVAL
SCALE:
V-01'(U.O.N.)
X8
OFFICE COPY E
DO NOT SCALE THIS DRAWING
RELEASE DATE:
10-13-16
REVISIONS:
THREADED ROD LEGEND:
NOTE--
Y8"THREADED ROD FROM
EACH FRONT POST SHALL BE TREATED
FOUNDATION TO DOUBLE PLATE.
6x6 POST ON ABU66-Z POST BASE DRAWN BY:
(4"MINIMUM EMBEDMENT REQUIRED) CMF
STRAP POST TO EACH BEAM ABOVE GARAGE DOOR NOTES
WITH(1)H6-Z CLIP OR(1)MSTA24-Z CHECKED BY:
1. INSTALL Uj MSTA30 STRAP AT EACH END THREADED ROD FROM MJB/FSS
TYPICAL ALL POSTS-(U.O.N.)
OF GARAGE DOOR HEADER.NAIL STRAP FOUNDATION TO UPPER TITLE:
SEE DETAIL"F"ON SHEET SD-7 TIE-DOWN LAYOUT-FIRST FLOOR TIE-DOWN LAYOUT
INTO HEADER AND JACKS BELOW. FLOOR DOUBLE PLATE.
(4"MINIMUM EMBEDMENT REQUIRED) FIRST FLOOR
2. EMBEDDED STRAP AT EACH END OF GARA SHEET:
DOOR OPENING SEE DETAIL"F"ON SD-1 0 HOLDOWN(AS NOTED)
INSTALLED AT SILL PLATE
S-5
=FULL HEIGHT WALL SHEATHING]�� NOTES: ULSBERG
OHENGINEERING, INC.
1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6SPF No.2 -d
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
STUDS @ 16-O.C.FOR PLATE HEIGHTS UP TO 9--1 X8'-U.O.N.
P:904.886.2401 F:904;'260.4367
www.HulsbergEng�e6ring.com
2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH2x4
FLXID�'.�,&,,W.MSER:25846
SPF i STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9�-1 X8" U.O.N.
3) THE SECOND FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N.
NOTIFY ENGINEER OF ANY VARIATIONS.
0
THREADED ROD LEGEND:
SSP CLIP TOP&BOTTOM @ 32"O.C. r,
Y8"THREADED ROD FROM
ANDY4"x OF SDS SCREWS INTO Q,,
FOUNDATION TO DOUBLE PLATE. FLIP9 N'o*.'5'0791
EACH INTERSECTING FLOOR
(4"MINIMUM EMBEDMENT REQUIRED) aOMMENT$�
TRUSS BELOW(24'O.C.)
Y,'THREADED ROD FROM
FOUNDATION TO UPPER
N FLOOR DOUBLE PLATE.
(4-MINIMUM EMBEDMENT REQUIRED)
SD-5
I
TYPICAL ALL
0
EXTERIOR WINDOW AND HOLDOWN(AS NOTED)
DOOR OPENINGS ...... . INSTALLED AT SILL PLATE
'--�2)2x6 BUI SHEARWALL LEGEND:
(2)2x8 HEADER LT-UP
K POST(MIN.)
........... NON-BEARING WALL
...........
C(2)CS
BETWEEN BEARING WALL
FLOORS
SW-6
SHEARWALLS FASTENED WITH
8d COM(0.131-x 2 XY)NAILS @
.................. 6"O.C.ON EDGES AND 12"O.C.
....................
ON INTERMEDIATE SUPPORTS
.......................
..................... . SW-3
. . . . . . . . . SHEARWALLS FASTENED WITH
C08� . ........
8dCOM(O.131 x2Y2")NAILS@
(2)CS16 3"O.C.ON EDGES AND 12"O.0
BETWEEN ..... ON INTERMEDIATE SUPPORTS
..... ---BALLOON FRAME WALL
CLIENT:
FLOORS w/2x6 STUDS @ 8"O.C.
RIVERSIDE HOMES
SHEATH BOTH SIDES OF WALL
(2)2x6 HEADER (2)2x6 HEADER (2)2x8 HEADEDR
9K .-'j 2K.. AT INDICATED SHEARWALL
2 2J 2 PROJECT:
NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"AND
0 115 ATLANTIC BEACH C.C.
2
-3 SHALL BE NAILED @ 3'O.C.TOP AND BOTTOM PER
�W-3 SW 3
rE E DETAI S"A"&"B"ON SHEET SD-3-U.O.N. (KEY LARGO-B)
,J, ,L, ::::::7 P I—..- I
�-7 SD-7
> 2)CS16 STRAP > 2)CS16 STRAP JOB NUMBER: COUNTY:
J2 WOOD FRAMED HEADER LEGEND:
.21
-13761
BETWEEN FLOORS BETWEEN FLOORS 16 DUVAL
w uj
ALIGNED w/ ALIGNED wl SIZE SCALE:
co
Y8 1'-0"(U.0.1i
DO
_x HOLDOWNS BELOW _x HOLDOWNS BELOW OF HEADER
zz NOT SCALE THIS DRAWING
0 0,
A2
(2)2x—HEADER RELEASE DATE:
10-13-16
REVISIONS:
2POI IA
NOTE- (2)2x12 PORCH 'ITY
EACH BALCONY POST SHZL BE Fa, JEAM(TYPIGAi Q QUANT NTITY
TREATED 44 POST STRAPPED TO GUARDRAIL BY BUILDER OFJACKS OF KING STUDS
FRAMING BELOW WITH MSTA36-Z STRAP A DRAWN BY:
ui CMF
STRAP POST TO EACH BEAM ABOVE NOTE: r,
WITH(1)1 CLIP OR(1)MSTA24-Z I CHECKED BY:
NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS MJB FSS
SHALL BE MINIMUM(2)2x6 No.2 OR BETTER 6 TITLE:
THIS OPEN PORCH CEILING s
WALL LAYOUT-SECOND FLOOR 6
SYP.ALL EXTERIOR HEADERS SHALL BE WALLLAYOUT
REQUIRES A MINIMUM Y8'SHEATHING
INSTALLED WITH MINIMUM(2)JACKS AND SECOND FLOOR
FASTEN WITH 6d COM OR BOX OFFICE COPY (1)KING STUD AT EACH HEADER.ALL INTERIOR
NAILS AT 6"O.C.ON EDGES SHEET:
LOAD BEARING HEADERS SHALL BE INSTALLED
AND 12"O.C.IN THE FIELD
WITH MINIMUM(1)JACK AND(1)KING STUD.(U,O.N.)
S-6
, HULSBERG
ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
P:904.886.2401 F 904.260.4367
HTS24 AT
21 www.HulsbergEnginee(ing.com
TRUSS\ 0 1
C>
FLORIDA10) NUMI§ER�.25846
E
2
I H III I
101 04
C) i0i
Al
cn cn 4.0
ce� 2
04 M u� ccl BM(8) Oco, "6 a-
CD CD c�:g < < <
m m m In, cc co
J03 J03 m
A
NOTE:
H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR
SIDE OF THE WALL
(7 io
0.131"x 3"NAI I TRUSS CONNECTOR SCHEDULE
I X10 LE'bGt1k w/
LS A?T lle
EACH INTERSECTING
j-,
TRUSS ID LEFT INTERMEDIATE RIGHT
2x`10 LEDGER w/(6)0.1'31"x 3" TRUSS END'.
COMMENTS:
A01 HTS24 HTS24
(EACH STUD INTERSECTING
NAILS @ 16"O.C.
TRUSS WEB)
F01
ALL OTHER TRUSSES H2.5T OR H2.5T OR H2.
5T OR
NAIL INTO SOLID—.- (ROOF) SDWC 15600 SDWC 15600 SDWC 15600 E
BLOCKING BEHIND
NOTE:
.... ....... .
HANGER AT GIRDER
1)ALL TRUSS CONNECTORS ARE BASED ON E
UPLIFTS COMPUTED BY ENGINEER OF RECORD
oc UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
Z4
C= SHALL BE DISREGARDED
Lj- LL
2)THE TRUSS LAYOUT AND NUMBERING SYSTEM
04 SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER
J01 DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR &
APPROVAL BY THE ENGINEER OF RECORD AND THE
:B ,
F03 CONTRACTOR
HTS24
F04
3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED
TRUSS T
AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR
F05
APPROVAL OF THE ENGINEER OF RECORD
.0
FOS ...... .......
INTERIOR SIDE OF WALL
...... CLIENT:
'S INSTALLATION DETAILS 9.�
5)REFER TO MANUFACTURER -6 RIVERSIDE HOMES
WHEN USING SDWC SCREWS
PROJECT:
08
115 ATLANTIC BEACH C.C.
T�
LUS210-zl I —2xlO TREATED LEDGER w/ (KEY LARGO-B)
JOB NUMBER: COUNTY:
HANGER (2)X"x 3Y2"SDS,SCREWS
2x`10"RE JE D F.00 R J DIS S @ 1 0.. 16-1376 DUVAL
(TYP.) INTO EACH STUD or INTERSECTING
3: SCALE:
(TAPE R UP TOY2"FOR DRAINAGE) TRUSS WEB(16"O.C.MAX) .2 y8" =V-0"(U.O.N.)
T
R U
DO NOT SCALE THIS DRAWING
RELEASE DATE:
10-13-16
REVISIONS:
L 11—IGI A A -t IL t@ —1-A A
�TREATED RIM BOARD DRAWN BY:
CMF
21
(TYP.)
CHECKED BY:
MjB/FSS
LOWER ROOF LAYOUT
TITLE:
LOWER ROOF LAYOUT
OFFICE COPY
SHEET:
S-7
, HULSBERG
ENGINEEFJNG, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL-N258
P:904.886.2401 F:90t.260,4367
www.HulsbergEngi rrng.com
FLORIDA C.A.NUMBER:25846
E
v e�
Q
3: 14
50,91
NOTE:
H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR
SIDE OF THE WALL
TRUSS CONNECTOR SCHEDULE
r
RIGHT S"
TRUSS ID LEFT INTERMEDIATE
HTS24
Col HTS24 COMMENTS:
CD
H2.5T OR
C08 HTS24
SDWC 15600
1 [H
J07 J07
E
H2.5T OR H2.5T OR H2.5T OR
ALL OTHER TRUSSES
SDWC 15600 SDWC 15600 SDWC 15600
J09 E
J09
HTS24 AT--- ---HTS24 AT NOTE:
TRUSS ------�;ol TRUSS
1)ALL TRUSS CONNECTORS ARE BASED ON
CO2 UPLIFTS COMPUTED BY ENGINEER OF RECORD
UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
.. ......... ..
CO3 .. ......... .. SHALL BE DISREGARDED
lFdS2
S24
5T OR
pC 15600
C04 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM
SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER
C05
DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR
APPROVAL BY THE ENGINEER OF RECORD AND THE
C04
CONTRACTOR
C06
S
............... .... 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED
Q07*.... ...... AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR
. . . . . . . . . . TS24 AT
;j.'."'""; ;,*''*...
APPROVAL OF THE ENGINEER OF RECORD
TRUSS
---Q08-
4)
... HTS24 HTS30 STRAPS MAY BE INSTALLED ON THE CLIENT:
D05
INTERIOR SIDE OF WALL
RIVERSIDE HOMES
08
D05
5)REFER TO MANUFACTURER'S INSTALLATION DETAILS
J07 PROJECT:
D04 WHEN USING SDWC SCREWS
115 ATLANTIC BEACH C.C.
2
TV 0 -B)
(KEY LARGO
12 JOB NUMBER: ICOUNT
Y:
I�i D02
16-1376 DUVAL
SCALE:
D01 =1--o"(U.0.N.)
X8
E
0 DO NOT SCALE THIS DRAWING
RELEASE DATE:
10-13-16
J07
J07
L
DRAWN BY: MF
c
CD
CHECKED BY:
MjB/FSS
2 TITLE:
UPPER ROOF LAYOUT
UPPER ROOF LAYOUT
OFFICE COPY
-j SHEET:
S-8
BRICK VENEER WITH 1"AIR SPACE
AND WALL TIES BRICK VENEER WITH 1"AIR (1)#5 CONT. ULSBERG
SPACE AND WALL TIES l::E b HENGINEERING, INC.
CONT.FLASHING;PROVIDE WEEP HOLES FILL JOINT WITH ELASTOMERIC SILL PLATE s
,-:a- 6 11481 OLD ST.AUGUSTINE RD.,SUITE#202
@ 33-O.C. CONT.FLASHING;PROVIDE SILL PLATE JOINT FILLER
/—HEIGHT OF CURB VARIES(8" JACKSONVILLE,FL.32258
SILL PLATE GROUT AIR SPACE BELOW FLASHING WEEP HOLES @ 33"O.C. CONCRETE SLAB .2401 F:904.260.4367
6"MIN. MAX.)
GROUT AIR SPACE BELOW 21 www,HulsbergEn
CONCRETE SLAB 0 go
00 -8
C14 SILL FLASHING GRADE--\ CONCRETE SLAB FLORIDA C.A.NUMBER:25846
PLATE E
\xl,�' 0
CONCRETE SLAB
GRAD
#5 CONT.
co
GRAD 8"CMU STEMWALL WITH(1)#4 48"O.C.
GRADE��
C-4
��\'0x\Ox
<
>
AND IN EACH CORNER,
H.
8"CMU STEMWALL WITH(1)#4 48-O.C. CD
FILL CELL SOLID AT EACH#4 REBAR.
AND IN EACH CORNER. c
HOOK REBAR 12"INTO UPPER COURSE
X/
FILL CELL SOLID AT EACH#4 REBAR.
n*
OF BLOCKS AND 6"INTO FOOTING.
HOOK REBAR 12"INTO SLAB AND 6"INTO 1'-O\�'//l ONE STORY-(2)#5 CONT.
6" E2
x FOOTING.
11-411 TWO STORY-(2)#5 CONT, or
511
V-8" ONE STORY-(2)#5 CONT.
l'-8" ONE STORY-(2)#5 CONT. T-5 ONE STORY-(3)#5 CO T.
TWO STORY-(3)#5 CONT.
T-8" TWO STORY-(3)#5 CONT. Y-(3)#5 CONT. T-8"
1* pr
KD
rA SECTION-STEMWALL WITH BRICK SECTION-MONOLITHIC WITH BRICK SECTION-STEMWALL AT GARAGE SECTION-MONOLITHIC AT GARAGE 5, PE .
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT 1\,LD�-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT qOMMENTS:
ENGINEER FOR ADDITIONAL REQUIREMENTS.
ENGINEER FOR ADDITIONAL REQUIREMENTS.
9
CONCRETE SLAB
SILL PLATE
r
C14
CONCRETE SLAB SILL
A CONCRETE SLAB
PL T
;0 13RAD:
XX
5� 1 1 CONCRETE SLAB
7 1
r GRADE
GRAD GRADE r
5 CONT. ,�-i z"
1)#5 CONT.
"O.C.
9 AND IN EACH CORNER. ADD 8"x 16"CMU TO INSIDE
*_� I - 0
�/x
8"CMU STEMWALL WITH(1)#4 @ 48
z
OF
FILL CELL SOLID AT EACH#4 REBAR. STEMWALL AT POST LOCATION
<
H OK REBAR 12"INTO SLAB AND 6"INTO WITH(1)#4 VERTICAL IN EACH
FOOTING.
6
ONE STORY-(2)#5 CONT. (AS NOTED) REINFORCEMENT(AS NOTED)
X
l'-8" ONE STORY-(2)#5 CONT. V-4" T STORY-(2)# NT. AS NOTED 1 REINFORCEMENT(AS NOTED)
Y_d TWO STORY-(3)#5 CONT.
SECTION-STEMWALL SECTION-MONOLITHIC SECTION-PAD FOOTING AT PORCH STEMWALL SECTION-PAD FOOTING AT THICKENED EDGE
E OONFFICE COPY
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT �Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT .0
ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS.
BRICK VENEER WITH 1"AIR SPACE ALTERNATE:MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAIL R ON SHEET SD-2)
AND WALL TIES CLIENT:
RIVERSIDE HOMES
CONT.FLASHING;PROVIDE WEEP HOLES 5?
STHD14 STRAP NAILED TO 0
@ 33"O.C. BRICK VENEER WITH 1"AIRSPACE
GARAGE DOOR POST.
GROUT AIRSPACE BELOW FLASHING AND WALL TIES cn PA51 STRAP NAILED TO GARAGE PROJECT:
EMBED STRAP INTO FOOTING
>� < U) DOOR POST.BEND STRAP INTO 115 ATLANTIC BEACH C.C.
< Z U AS SHOWN.
(1)#5 CONT. CONT.FLASHING;PROVIDE WEEP - 2
FOOTING AS SHOWN.
20
SILL PLATE--\ HOLES @ 33"O.C. 0 < a_ (KEY LARGO-B)
FILL JOINT WITH ELASTOMERIC c*4 0 ui z <
6"MIN. GROUT AIR SPACE BELOW FLASHING _0 0� — w JOB NUMBER:16.1376 COINTI:DUVAL
F-
JOINT FILLER
SILL co
2 HT OF CURB VARIES(8�MAX.) w SCALE:
�,C LL_ Yll
#4 WITH 6" (U.O.N.)
PLATE
CONCRETE SLAB HOOK INTO FOOTING U) < 8
z
AND BENT 12"MINIMUM INTO
, w DO NOT SCALE THIS DRAWING
GRA CONCRETE SLAB GRI <
u THICKENED EDGE. RELEASE DATE:
10-13-16
'eo
'O.C.
8"CMU STEMWALL WITH(1)#4 48' —GRADE REVISIONS:
ND IN EACH CORNER.
FILL CELL SOLID AT EACH#4 REBAR.
GRADE
H K REBAR 12"INTO UPPER COURSE x
DRAWN BY:
X/
OF BLOCKS AND 6"INTO FOOTING.
CMF
ONE STORY (3)#5 CONT.
`77
'/A CHECKED BY:
TWO STORY (3)#5 CONT.
T-8" ONE STORY (2)#5 CONT. V-9"
MJB FSS
611
WO STORY (3)#5 CONT. TITLE:
FOUNDATION DETAILS
SHEET 1 of 2
DE
(7-� SECTION-STEMWALL AT GARAGE WITH BRICK SECTION-MONOLITHIC AT GARAGE WITH BRICK rF TAIL-PA51 INSTALLATION(STEMWALL) DETAIL-STHD14 INSTALLATION (MONOLITHIC)
SHEET:
I NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT �Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS, ENGINEER FOR ADDITIONAL REQUIREMENTS. SID-1
SHOWER AREA (2)MSTAM36-Z STRAPS ULSBERG
i SHOWER AREA ---- NOLITHIC FOOTING ENGfNEERING, INC.
MO NAIL EACH STRAP TO CRIPPLE STUD H
WI TH(13)1 Od COM NAI LS 11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL,32&
8"CMU STEMWALL 3"MAXIMUM OVERHANG
<
P:904.886.2401 F:904.200A367
FASTEN STRAP TO FOUNDATION
(OPTIONAL) z 21 wwv�,Hul rgEnginee�n com
FORM EDGE 01 WAt L WITH(8)X"x 2 X"CONCRETE
Qw!
CONCRETE SLAB �=l - FLORIDA C.�..�QMBtl`Z.25846
PLAN VIEW SCREWS INTO MASONRY OR
PLAN VIEW
x 1 X"CONCRETE
REWS INTO CONCRETE.
0 A�
CONCRETE SCREWS SHALL BE
POWERS"TAPPER"WITH PERMA-SEAL
(1)#5 CONT. FINISH OR EQUAL.
GRADE
(1)#4 CONT.
6"MIN. 8"CMU STEMWALL WITH(1)#4 @ STRAP SHALL BE COVERED WITH
HEIGHT OF CURB VARIES SILL- 1)#4 CONT. 48"O.C.AND IN EACH CORNER.
SIDING OR STUCCO
FILL CELL SOLID AT EACH#4
SILL--\ '-n 1-3
'C'*4' PLATE
PLATE CONCRETE SLAB HEIGHT OF CURB VARIES(8"MAX.) REBAR.HOOK REBAR 16"INTO sl ik
NOTE:
IIN.
6"N PORCH SLAB AND 6"INTO //x
THIS DETAIL MAY BE SUBSTITUTED FOR
GRADE- I �j. ...�
c? CONCRETE SLAB FOOTING. EITHER THE PA51 STRAP(STEMWALL)
6" ,
OR
I V�
GRAD vx .2
(2)#5 CONT. -
THE STHD14 STRAP(MONOLITHIC). W�t'96.50791
X�//
8"CMU STEMWALL WITH(1)#4 @ 48"O.C. COMMENTS:
C?
CD, AND IN EACH CORNER.
\\x SECTION-PORCH STEMWALL R DETAIL- EMBEDDED STRAP ALTERNATE
FILL CELL SOLID AT EACH#4 REBAR.
HOOK REBAR 12"INTO SLAB AND 6"INTO �D2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
TS.
FOOTING. ENGINEER FOR ADDITIONAL REQUIREMEN
611, 1-0'- ONE STORY-L2L#5 CONT.
ONE STORY-(2)#5 CONT. l'-4" TWO STORY-(2)#5 CONT. NOTE:
T-8" TWO 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 (TYPICALLY 1-4 HOURS IN WARM WEATHER)
CONCRETE SLAB
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS.
FILL CUT WITH 1"DEEP xY8"WIDE SAW
ELASTOMERIC CUT AT DENOTED
FILLER LOCATIONS.
#5 CONT.
GRAD
ONCRETE SLAB 8"CMU STEMWALL WITH(1)#4 @
SILL CONCRETE SLAB `48"O.C.AND IN EACH CORNER.
PLATE
X FILL CELL SOLID AT EACH#4
REBAR.HOOK REBAR 16"INTO
POR 8
4p
\77�/,7
�j
0 OFFICE COPY
CH SLAB AND 6"INTO
CONCRETE SLAB—/////
l'-8" (2)#5 CONT.
(1)#5 CONT.
l'-4" ONE STORY-(2)#5 CONT.
JT--8' __TW0STORY-(3)#5 CONT. CLIENT:
SECTION-PORCH STEMWALL WITH BRICK SECTION-TYPICAL SAW-CUT CONTROL JOINT RIVERSIDE HOMES
SECTION-INTERIOR BEARING 1\�D2
H SE(�TION-THICKENED EDGE NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT D�-2
PROJECT:
D�-2 ENGINEER FOR ADDITIONAL REQUIREMENTS. 115 ATLANTIC BEACH C.C.
t
(KEY LARGO-B)
:9 JOB NUMBER: NTY:
16-1376 lCOU DUVAL
TREATED POST SCALE:
BEARING POST(AS NOTED) 8 = l'-O"(U.O.N.)
CURB HEIGHT VARIES ABU POST BASE WITH E
CONCRETE SLAB CONCRETE SLAB R DO NOT SCALE THIS DRAWING
PAVERS BY OTHERS A2
8
1.
SILL �'GALV.ANCHOR EMBEDDED RELEASE DATE:
PLATE CONCRETE SLAB 12"(SET-XP ADHESIVE) 10-13-16
CURB HEIGHT VARIES REVISIONS:
Lu 77
U)
< 0
8"TALL,12"SQUARE GROUTED
----------
/7<�77
K"" 7
777�
ci)l
>
CMU OR CAST-IN-PLACE CONCRETE
x
PEDESTAL ON 24"X 24"X 12"PAD CMF
FOOTING WITH(2)#5 EACH WAY CHECKED BY:
(AS NOTED) REINFORCEMENT(AS NOTED) 8" (1)#4 CONT. 21-011 3� _ MJB FSS
TITLE:
l'-4't ONE STORY-(n
_#5 CONT.
FOUNDATION DETAILS
T-8' TWO STORY-(3)#5 CONT.
SECTION NON-BEARING STEPDOWN DETAIL-PAD FOOTING AT PAVERS SHEET 2 of 2
SECTION-BEARING STEPIDOWN SECTION-INTERIOR BEARING PAD FOOTING �D2 �D2 SHEET:
D-2
—2
SD
/16"OR'y32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF ROOF COVERING(BY OTHERS)
ly32"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF ROOF TRUSSES ULSBERG
'X32"RATED SHEATHING,EXPOSURE I-METAL ROOF
FASTEN WITH 0.113"x 2?/8�RING SHANK HENGINEEWNG, INC.
NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. 11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
CONNECTOR AT EACH TRUSS
L5 P:904-886.24�1 F,904.260.4367
(SEE TRUSS CONNECTION SCHEDULE)
www.HulsbergErigineering.com
NOTE: FLORIDAGA.NUMBER:25846
E
0
TRUSS TO WALL CONNECTION
CORNICE DETAIL----_/
'0'
HARDWARE MUST BE INSTALLED (BY OTHERS)
ON THE EXTERIOR SIDE OF THE
tf ,-e Jl:
WALL $
2x No.2 SPF OR No.2 SYP GYPSUM BOARD
SUBFASCIA WITH(2)0.131"x 3 X"
ENDNAILS AT TRUSS(U.O.N.) (2)2x_SYP#2 DOUBLE PLATE(U.O.N.)
10
WALL SHEATHING SHALL EXTEND TO TOP OF
DOUBLE PLATE IN ALL LOCATIONS AND SHALL
V I
BE NAILED @ 3"O.C.TO THE TOP PLATE OF THE
DOUBLE PLATE(NAILING MAY ALSO BE
STAGGERED ACROSS BOTH PLATES)
0 COMMENTS-
SEE DETAIL"F"ON SD4 FOR BETWEEN FLOOR
/16"OR ly32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF ROOF COVERING(BY OTHERS) CONNECTIONS
ly32"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF ROOF TRUSSES 2x—SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM
ly32'RATED SHEATHING,EXPOSURE I-METAL ROOF BOARD WITH 0.131"x 3y4"NAILS @ 6"O.C. 'X12'RATED STURD-1-FLOOR(T&G)SHEATHING
FASTEN WITH 0.113"x 2 Y8'RING SHANK
NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS. GLUED AND NAILED.FASTEN WITH 0.131"x MY
RING SHANK @ 6"O.C.ON EDGES AND 12"O.C.IN E
CONNECTOR AT EACH TRUSS THE FIELD.
(SEE TRUSS CONNECTION SCHEDULE)
X8'CLEARANCE BETWEEN PANELS
NOTE:
BETWEEN FLOORS FLOOR JOIST(I-JOIST SHOWN,SAWN JOIST
TRUSS TO WALL CONNECTION CORNICE DETAIL
HARDWARE MUST BE INSTALLED (BY OTHERS) SIMILAR-SEE SECTION"C"ON SD4 FOR OPEN
7G
(2'
JAI
WEB TRUSS)
ON THE EXTERIOR SIDE OF THE
WALL
GYPSUM BOARD
2x—No.2 SPF OR No.2 SYP GYPSUM BOARD
SUBFASCIA WITH(2)0.131"x 3 X"
(2)2x SYP#2 DOUBLE PLATE(U.O.N.)
ENDNAILS AT TRUSS(U,O.N.) NAIL JOIST TO PLATE WITH(2)0.131"x 3;/4"
TOENAILS
WALL SHEATHING SHALL EXTEND TO TOP OF (2)2x SYP#2 DOUBLE PLATE(U.O.N.)
DOUBLE PLATE IN ALL LOCATIONS AND SHALL 0 OFFICE Cur
BE NAILED @ 3"O.C.TO THE TOP PLATE OF THE
RIM BOARD(LSL OR LVL)
'X32"FULL LENGTH RATED SHEATHING,EXPOSURE 1. DOUBLE PLATE(NAILING MAY ALSO BE
FASTEN WITH 8d COM OR 0.131"x MY NAILS @ 6"O.C.ON STAGGERED ACROSS BOTH PLATES) 'X32"FULL LENGTH RATED SHEATHING,EXPOSURE 1.
EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. FASTEN WITH 8d COM OR 0.131"x MY NAILS @ 6-O.C.ON CLIENT:
(U.O.N.)(BLOCK ALL EDGES) EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. RIVERSIDE HOMES
GYPSUM BOARD
(U.O.N.)(BLOCK ALL EDGES)
2x SPF#2 STUDS@ 16"O.C.-U.O.N.
APPLY SHEATHING HORIZONTALLY FOR STUCCO (SEE WALL LAYOUT) PROJECT:
2x SPF#2 STUDS@ 16"O.C.-U.O.N.
STUCCO t 115 ATLANTIC BEACH C.C.
APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1 APPLY SHEATHING HORIZONTALLY FOR (SEE WALL LAYOUT)
RATED OR 15/32"RATED SHEATHING MAY BE APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1
(KEY LARGO-B)
INS kLLED VERTICALLY. RATED OR 15/32"RATED SHEATHING MAY BE JOB NUMBER:
INSTALLED VERTICALLY, COUNTY:
16-1-17A DLIVAt
SCALE:
10 1'0"(U.O.N.)
INSET WALL//2'FOR STUCCO APPLICATIONS
DO NOT SCALE THIS DRAWING
INSET WALL)2"FOR STUCCO APPLICATIONS
RELEASE DATE:
10-13-16
WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE 2x—TREATED SYP#2 SILL PLATE WITH WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE TE-VISIONS
IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. TREATED SYP#2 SILL PLATE WITH
SIMPSON?/8"0 x 6"TITEN HD IN ALL LOCATIONS AND SHALL BE NAILED @ 3-O.C.
(OR TITEN HD ROD COUPLER) SIMPSON?/8"0 x 6'TITEN HD d)
2x—
(OR TITEN HD ROD COUPLER)
WITH 3"x 3"xY4"WASHER @ 24"O.C.
DRAWN BY:
WITH 3"x 3"xV4"WASHER @ 24"O.C. CMF
Lu
CHECKED BY:
:f MjB/FSS
TITLE:
FRAMING DETAILS
rA SECTION-TYR CAL EXTERIOR ONE STORY WALL
SHEET I of 3
rB
��-3 SECTION-TYPICAL EXTERIOR TWO STORY WALL SHEET:
SD-3
SHEATHING --.,—SILL PLATE(BELOW) ULSBERG
2x CORNER FRAMING FULL
HEIGHT STUDS(TYPICAL) ENGINEERING, INC.
6H
FIELD NAILING
11481 OLD ST.AUGUSTINE RD.,SUITE#202
-(2)ROWS OF 0.131"x 3 Y4'
A JACKSONVILLE,FL.32258
2x—SPF#2 SOLE PLATE(U.0,N.)NAIL TO BAND SHEATHING EXTENDS DOWN ONTO NAILS @ 12"O.C. 0:904.886.;901 F:904.260.4367
BOARD WITH 0.131"x 3Y4"NAILS @ 6"O.C. STAGGERED(TYPICAL) LD I�;bergEngineering.com
RIM BOARD MINIMUM 6" ,iwww.Hu
�LORID',C
YNBER:25846
TO ALLOW FOR NAILING u
EDGE NAILING AT SOLE PLATE
2x BAND BOARD PER TRUSS MANUFACTURER �4,
2x6 OR W FRAMED WALL
RIM BOARD
SILL PLATE(BELOW)
X8"CLEARANCE BETWEEN PANELS
(2)ROWS 0.131"x 2 Y2"NAI LS 2x4 CORNER FRAMING FULL HEIGHT STUDS
BETWEEN FLOORS STAGGERED @ 6"O.C.REQUIRED
2 IN UPPER AND LOWER SHEATHING MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED
Y32'RATED SHEATHING RIM BOARD- -8
WI 'x 3Y4"NAILS TO EACH ADJACENT '�5
TH(4)0.131' !� f– 0
NAIL TO TRUSSES WITH(6)0.131"x 2X2"NAILS. MIN.X8"SPACE BETWEEN PANELS _5 _. *
STUD
SHEATHING EXTENDS ABOVE DOUBLE ALTERNATE:INSTALL SOLID STUD IN THIS
TOENAIL TRUSS TO PLATE WITH SPACE
PLATE MINIMUM 6"TO ALLOW FOR
(2)0.131 Rx 3,Y4"NAILS f,
NAILING 2x4 CORNER FRAMING FULL HEIGHT STUD 11,
-�E
io;
DOUBLE PLATE(U.O.N.) EDGE NAILING AT DOUBLE PLATE
�—(2)ROWS OF 0.131"x 3 Y4'
NAILS @ 12-O.C. FEWk;10791
2x4 FRAMED WALL COMMENTS:
iS
C SECTION-TYPICAL OPEN WEB FLOOR TRUSS DETAIL-TYPICAL SHEATHING NAILING BETWEEN FLOORS SECTION-TYPICAL FRAMING AT 900 CORNERS
K'F
�-4 SD-4
SD-4
NAIL SCAB TO TOP CHORD WITH
(4)0.131"x 3 Y4'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)
0.131"04' NAILSTYPICALAT
UPLIFT CONNECTOR(AS NOTED)
&CH TRUSS
2x4 SPF BLOCKING-NAIL WITH(2) 2x4 X-BRACE ACROSS LENGTH OF
0.131"x 3Y4"NAILS AT EACH END SHEARWALL
(END NAIL OR TOENAIL)
NAIL SCAB TO PLATE WITH(3)
0.131'x 34'TOENAILS
2 GYPSUM BOARD
TRUSS(AS NOTED)
TRUSS BOTTOM CHORD 2x4 BLOCKING BETWEEN TRUSSES (2)2x—SYP#2 DOUBLE PLATE(U.O.N.)
TOENAILED TO DOUBLE PLATE WITH
NAIL PORCH SHEATHING AS NOTED
0.131"x 3)/4"NAI LS @ 4"0.C.
OFFICE COPY
2x SPF#2 STUDS @ 16"O.C.-U.O.N.
EXTERIOR FRAMED WALL DOUBLE PLATE
(SEE WALL LAYOUT)
MINIMUM Y16"RATED SHEATHING,
EXPOSURE I FASTEN AS NOTED
CLIENT:
ON WALL LAYOUT(BLOCK ALL EDGES)
RIVERSIDE HOMES
SECTION-EXTERIOR WALL PERPENDICULAR TO TRUSS SECTION-INTERIOR SHEARWALL PERPENDICULAR TO TRUSS
-------GYPSUM BOARD
SECTION ONLY APPLIES WHEN REFERENCED PROJECT:
THREADED ROD ASSEMBLY(IF NOTED) L
0 115 ATLANTIC BEACH C.C.
2
INTERIOR SHEARWALL(IF NOTED)SHALL--'_� 0
- (KEY LARGO-B)
USE X16�RATED SHEATHING FASTENED JOB NUMBER:16.1376 ICOUNTY:DLJVAL
/—NAIL EACH END OF BLOCKING TO AS NOTED.
BOTTOM CHORDS WITH(3)0.131"x 3 X" SCALE:
TRUSS(AS NOTED) /—INSTALL 2x4 BLOCKING BETWEEN 2x—TREATED SYP#2 SILL PLATE WITH 11 =1 1-011(U.0.N.)
8
E
TRUSS BOTTOM CHORDS @ 12"O.C. I SIMPSON Y8"x 6"TITEN HD @ 48"O.C.MAX. 0 DO NOT SCALE THIS DRAWING
2x4 SPF NAILER-NAIL TO TOP PLATE WITH
0.131"x 3 X"NAI LS @ 6"0.C. 2x—SPF#2 SOLE PLATE RELEASE DATE:
BOTTOM CHORD OF TRUSS 10-13-16
WITH 0.131'x 3 X"NAILS
REVISIONS:
NAIL EACH BLOCK TO DOUBLE PLATE WITH(3) @ 8"O.C.-U.O.N.
0.131"x 3 X"NAI LS
77— 7
FLOOR BEAM(AS NOTED)
NAIL PORCH SHEATHING AS NOTED DOUBLE PLATE DRAWN BY:
CMF
CHECKED BY:
EXTERIOR FRAMED WALL MINIMUM/16"RATED SHEATHING,
EXPOSURE I FASTEN AS NOTED MjB FSS
SLAB ON GRADE CONDITION RAISED FLOOR CONDITION
TITLE:
ON WALL LAYOUT(BLOCK ALL EDGES)
FRAMING DETAILS
SHEET 2 of 3
SECTION-EXTERIOR WALL PARALLEL TO TRUSS SECTION INTERIOR SHEARWALL PARALLEL TO TRUSS rK SECTION-TYPICAL INTERIOR BEARING AND/OR SHEARWALL
SHEET:
THIS SECTION ONLY APPLIES WHEN REFERENCED ��D-4
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 SYP#2 DOUBLE PLATE(U.O.N.)NAIL HENGINEERING, INC.
(16)0.131"x 3"NAILS IN THIS ZONE.
(SEE TABLE) PLATES WITH 0.131"x 3"NAILS @ 8"O.C. 11481 OLD ST.AUGUSTINE RD.,SUITE#202
NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WITH STAGGERED JACKSOKVILLE,FL.32258
JOINT IN LOWER PLATE -JOINT IN UPPER PLATE P:904.886i2401 F 904.260.4367
0.131"x 3"NAILS @ 6"O.C.STAGGERED TYPICAL STUD TO DOUBLE PLATE w.HultbergEngineering.com
JACK STUD AND KING CONNECTION
FLORID
_qANU4p4F:25846
E
STUD REQUIREMENTS
(SEE WALL LAYOUT) SPH4 6 INSTALLED HORIZONTALLY
j, I-,
4'3
2x SPF#2 STUDS@ 16"O.C.(U.O.N.) z
S-1
/BUILT-UP HEADER WITH 0.131 x3 4
NAILS @ 12�O.C.TOP AND BOTTOM HEADER TO KING NAILING
NAILING AT STUD
TO DOUBLE PLATE 77' (U.O.N.)
STUD TO PLATE NAILING NAIL EACH PLATE TO JACK STUD 2x (3)NAILS PER PLY
STUD SIZE ENDNAIL TOENAIL Sr,
WITH(3)0.131"x 3,y4"NAILS-TOENAIL
2x8 (4)NAILS PER PLY
L
OR ENDNAIL(TYPICAL) \
2x4 (2) (3)
2x10 (5)NAILS PER PLY
N_pE
2x6 (3) (4)
2xl2 (6)NAILS PER PLY
FL PE No.50791
2x8 (4) (5) COMMENTS:,
9 Y2"OR 9
2xlO 1 (5) 1 (6) 1 -----DOUBLE SILL REQUIRED WHERE OPENING 4 (5)NAILS PER PLY
LVL
WIDTH EXCEEDS 61"(U.C.N.) Z5
11 Y8"OR 11
4
JOINT IN SILL PLArE LVL (6)NAILS PER PLY
NAILING AT STUC
-UP CORNER POST
14"LVL (7)NAILS PER PLY
TO SILL PLATI I
8)NAILS PER PLY
it 116'LVL T(
4"MIN.;
lul u u u 12'MAX. u 12"MAX. u 2x—TREATED SYP#2 SILL PLATE
ANCHOR BOLT(AS NOTED) BUILT-UP POST(WHEN NOTED ON WALL>LAYOUT TYPICAL STUD TO SILL PLATE
DETAIL-TYPICAL WALL FRAMING CONDITIONS NAIL EACH PLY WITH 0.131"x 3)/4' CONNECTION
ALL NAI LS NOTED ARE 0,131"x 3 A" NAILS @ 6"O.C.STAGGERED (SEE TABLE)
DOUBLE PLATE NAILING
NAIL SHEATHING TO HEADER WI I n ki-
ROWS 0.131"x 2/2"NAILS @ 6-0.C. '"'FFICE COPY
u
/--DOUBLE PLATE NAIL SHEATHING TO HEADER WITH(6
0.131"x 2 XY AT EACH EN D(TYPICAL)
3"O.C.NAILING WITH 0.131'x MY NAILS CLIENT:
INTO BOTTOM(TYPICAL)
JACKS AND KING STUDS RIVERSIDE HOMES
(AS NOTED)
---HEADER(AS NOTED) NAIL SHEATHING TO KING STUD PROJECT:
115 ATLANTIC BEACH C.C.
@ 12"O.C.MINIMUM.
------- 2x—BLOCKING(TYPICAL)
(KEY LARG
COUNTY:
�3)0.131"x 3.Y4"TOENAILS AT EACH i@ JOB NUMBER: R.1'17A n
ND(TYPICAL) EDGE NAILING PER SHEARWALL 1 UVAL
SCALE:
NAIL EACH SILL PLY TO KING STUD REQUIREMENTS. NAILS MAY BE 1 1-01'(U 0.N.)
STAGGERED ACROSS TWO JACK E
E
R DO NOT SCALE THIS DRAWING
WITH�3)0.131�x 3.4"NAIL S-TOENAIL STUDS. .42
OR E DNAIL(TYPICAL) RELEASE DATE:
BEVEL BLOCKING AS REOUIRED FOR EDGE OF PANEL(TYPICAL)----' 10-13-16
REVISIONS:
MINIMUM 1 Y2'NAIL PENE rRATION INTO
MAIN FRAMING MEMBERS.(TYPICAL)
DRAWN BY:
(2)2x SILL
ANCHOR BOLT REQUIRED WITHIN CMF
SHEATHING MAY CANTI E-VER UP TO 2"
OF KING JACK UNIT-MAY BE CHECKED BY:
MAXIMUM PAST SUPPOPTS.ALL LOCATED ON EITHER SIDE. MJB FSS
WINDOW ATTACHMENT'S MUST BE TITLE:
ANCHOR BOLTS AS REQUIRED
ANCHORED INTO 2x—M:_MBERS. DROPPED HEADER CONDITION FRAMING DETAILS
FLUSH HEADER CONDITION
SHEET 3 of 3
DETAIL-TYPICAL ARCH TOP OPENING DETAIL-OPENINGS WITH SOLID SAWN, LSL, LVL,OR PSL HEADER SHEET:
'\"S D
J-5 SD-5 SD-5
Ra
END VERTICAL BRACING REQUIREMENTS ,—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 HENGINEEMNG, NC.
EACH END TO ADJACENT TRUSS WITH
BRACING 16"O.C. 24"O.C. 16"O.C. 24"O.C. 11481 OLD ST.AUGUSTINE RD.,SUITE#202
(3)NAILS JACKSONVILL�,TL.32258
_____7 11 NAIL DIAGONAL BRACE TO INTERMEDIATE P:904.886.2401,F:904.260.4367
NONE REQUIRED 0"TO 53" 0"TO 47" 0"To 67" 0"TO 59"
ROOF SHEATHING WEBS WITH(2)NAILS 21 www.HulsbergEn�ineering.com
54"TO 114" 48"TO 99" 68"To 145" 60"TO 126" 75
2x4 SPF No.2 DIAGONAL BRACE Ftw 6
2x4 L-BRACE
ROOF TRUSS(BY OTHERS)WI N F
2x6 L-BRACE 115"TO 182" 10
100'TO 158" 146"TO 232" 127"TO 201
__��BRACE(IF REQUIRED) CONTINUOUS LATERAL BRACING)
NOTE:
BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER _,-,TO REPLACE(1)ROW OF LATERAL BRACING NAIL DIAGONAL BRACE TO TRUSS
INSTALL 2x4 No.2 SYP T-BRACE NAILED To WEB WITH(3)NAILS
FLEXIBLE FINISHES ARE WOOD SIDING,HARDI-PANEL,
EACH PLY OF TRUSS WEB AT 6"O.C.WITH �7 X
BRICK VENEER,ETC. > CONTINUOUS LATERAL BRACE(QUANTITY
RATED ROOF SHEATHING 0.131"x 3"NAILS TO REPLACE(2)ROWS OF
AND LOCATION DEFINED BY TRUSS SHOP
2x L-BRACE NAILED TO LATERALBRACING INSTALL 2x6 No.2 SYP
DRAWING.)
0
VERTICAL WEB WITH T-BRACE NAILED TO EACH PLY OF TRUSS
NAIL CONTINUOUS LATERAL BRACE TO
-------- WEB WITH 0.131"x 3"NAILS @ 6"O.C. z
'o %
0.131"x 3"NAILS @ 6"O.C.
EACH TRUSS WEB WITH(2)NAILS
VERTICAL WEB IN GABLE -------
Lu 2
ROOF TRUSSES(BY OTHERS) 43 'c
END TRUSS
__j
<
NOTES: b
2 LOOKOUTS AT 48"O.C. O�Vg!lq P9 N,PE
(3)TRUSSES MINIMUM 1) CONTINUOUS LATERAL BRACES SHALL FL PE No.50791
w NOTE:
> 1 It R 24'1 FOR CONTINUOUS LATERAL B��CE BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR COMMENTS:
O.C. T-BRACING TO BE USED WHEN CONTINUOUS
BETTER(U.O.N.)
SPACING(SEE TABLE), LATERAL BRACING IS IMPRACTICAL.
w
IIIII A I I x 2) ALL NAILS SHOWN SHALL BE 0.131"x 3"
NAILS(U.O.N.)
( B SECTION-TYPICAL T-BRACE (-c DETAIL-TYPICAL LATERAL TRUSS BRACING
K`A-� DETAIL-TYPICAL VERTICAL BRACING AT GABLE END
�-6 �-6 E
E
2x4 SYP BLOCKING BETWEEN NOTE:
H2.5A AT E)kCH LOOKOUT NAIL BRACE TO BLOCKING WITH(5)0.131"x 3Y4'NAILS
LOOKOUTS ALL MEMBERS SHALL BE#2 SYP.
2x4 LOOKO JTS @ 48"0.C.FOR 3 0.131"x 3Y4"TOENAILS AT EACH LOOKOUT
EXTERIOR SHEATHING SHALL 2x6 BLOCKING BETWEEN TRUSSES WITH
BE NAILED TO BOTTOM CHORD OVERHANG TOP CHORD OF TRUSS.
ROOF SHE)kTHING(AS NOTED) (3)0.131"x 3 X"NAILS EACH END
OF TRUSS WITH 2x4 BLOCKING REQUIRED BETWEEN
0.1 31"x 2 1/2"NAILS @ 6"O.C. ROOF SHEATHING(AS NOTP�_ LOOKOUTS
(U.O.N.ON WALL LAYOUT) 2x BARGE RAFTER
BALLOON FRAMED STUDS
(AS NOTED) -FASCIA(BY OTHERS)
SINGLE PLATE NAIL TO TRUSS
BOTTOM C IORDWITH 0.131 x 3 2x4 LOOKOUTS @ 48-O.C.
NAILS @ 6"D.C. "W
H3 CLIP OR EQUAL AT EACH
LOOKOUT OFFICE Cu"T"Y
GABLE END TRUSS(DROP GABLE)
2x6 BRACE SPACED @ 48"O.C.UNLESS
CLIENT:
OTHERWISE NOTED ON ROOF LAYOUT. RIVERSIDE HOMES
DETAIL-BALLOON FRAMED GABLE END(LOW CEILING MIT)
ADD 2x4 T-BRACE NAILED @ 6"O.C.
INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN X2 OF EXTERIOR ROOF PITCH PROJECT:
---------WITH 0.131"x 2Y2'NAILS IF BRACE
LENGTH EXCEEDS 9'-0". 115 ATLANTIC BEACH C.C.
H2.5A AT EACH LOOKOUT
-10
(KEY LARGO-B)
2x4 LOOK OUTS @ 48"O.C.FOR
JOBNUMBER: 6.1376 ICOUNTY:
OVERHANG 1 DUVAL
SCALE:
ROOF SF EATHING(AS NOTED) 3:
2 11 =1 1-011(U.O.N.)
8
2x4 SYP BLOCKING BETWEEN E
LOOKOurs DO NOT SCALE THIS DRAWING
-—BALLOON FRAMED STUDS RELEASE DATE:
10-13-16
(AS NOTED) LSTAl 2,LTP4,OR SDWC 15600 @ 48-O.C. REVISIONS:
GBC CLIP-(2)REQUIRED AT EACH B
GYPSUM BOARD CEILING
DOUBLE PLATE TOENAIL BOTTOM CHORD OF
INTERIO Z VAULT
EXTERIC R SHEATHING SHALL BE TRUSS TO DOUBLE PLATE WITH DRAWN BY-
CMF
0.131"x3Y4'NAILS @8'0.C,
NAILED''0 UPPER PLY OF CHECKED BY:
DOUBLE PLATE WITH ---/-2x4 DRYWALL BACKING INSTALLED MJB/FSS
0.131"x 2 Y2"NAILS @ 6"0.C. CONTINUOUSLY BETWEEN BRACES TITLE:
-YOUT) TRUSS BRACING AND GABLE
(U.0.N.C�N WALL LA
DETAILS
SECTION-GABLE END DIAGONAL BRACING 21
DETAIL-BALLOON FRAMED GABLE END(HIGH CEILING VA ('-F 2' SHEET:
INTERIOR CEILING PITCH EXCEEDSX2 OF EXTERIOR ROOF PITCH
SD-6
ULSBERG
ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE 202
JACKSONVILLE,FL.32258
EXTERIOR BEAM(AS NOTED) P--904-886.2,401 F 904.260.4367
mkw.Hu0bergEngineedng.com
DOUBLE PLATE
FL;bRI1,YA C.A.NUMBER:25846
NOTCH BEAM AS REQUIRED TO
FIT BENEATH DOUBLE PLATE cn -z
N
BEAM BEARS ON(2)2x JACKS 'z'
-N
(TYPICAL-U.O.N.)
\ZDOUBLE PLATE
16
CONDITION: 1 -"WASHER
NUT WITH 2"x 2"x
(NOTCHED BEAM) ALTERNATE:SIMPSON LBPSY2 SLOTTED, 1 40
WASHER WITH 1"WASHER.
Y8"O THREADED ROD 4
SIMPSON Y8"O x 6"TITEN HID OR /-SIMPSON Y8"O x 6 X"TITEN HID ROD COUPLER �2
8
NAIL SHEATHING TO DOUBLE PLATE WITH THREADED ROD SET IN ADHESIVE WITH 1"CUT WASHER W
-!i COMMENTS:
(2)ROWS OF 0.131'l 2 Y2"NAI LS @ 6"0.C. WITH MINIMUM 4"EMBEDMENT ORg' THREADED ROD SET IN ADHESIVE WITH
MONOLITHIC FOUNDATION-EXTERIOR NAIL SHEATHING ALONG BOTTOM OF HEADER 3"O.C. WITH 1"WASHER MINIMUM 5"EMBEDMENT WITH 1"CUT WASHER
X8"x 6'TITEN HD SCREW ANCHOR
or
2
Y8"x 6"SCREW ANCHOR BY HURRI-BOLT,INC. INSTALL DSP CLIPS @ 24"O.C,OR
or?/8"THREADED ROD SET 4,y"INTO ADHESIVE SPH-@ 32"O.C.
EXTERIOR BEAM(AS NOTED) E
�2
1 1 1 H
-.4
STEMWALL FOUNDATION-EXTERIOR DETAIL-ANCHOR BOLT DETAIL-THREADED ROD ASSEMBLY Z5
DOUBLE PLATE
X2"THREADED ROD SET 7"INTO ADHESIVE �-7
BEAM INSTALLED BENEATH DOUBLE PLATE 'E
INTERIOR APPLICATIONS- BEAM BEARS ON(2)2x-JACKS
IF EDGE DISTANCE EXCEEDS 5"
(TYPICAL-U.C.N.)
USE MONOLITHIC CONDITION Metal Connector Fastening Scheduk
Simpson ID LISP ID Uplift Anchorage O.N.) 0
CONDITION: 2 Capacky(lbs) Fasleners D
F, A36 MPA1 fu
n/a (112)0.1311�x IY2" n1a
V 5/8'wi 7'embed
(DROPPED BEAM) ABU44-Z PAU44-TZ 2200(SYP) (12)0.182"x 21/,'or(112)DA 82"x 31/
ABU66-Z PAUM-TZ 2300(SYP) (12)0.162"x 2Y2'or(12)0.162"x 3%* 5/8"w?7'embed
CS'le RS 150 1 M5(SYP or SPF) (11)0.148'x 37 in each end-(22)total n/a
DETAIL-TYPICAL DTT2-Z INSTALLATION DETAIL EXTERIOR BEAM TO WALL CONNECTION DSP RSPT6-2 775(SYP or SPF) (8)0.14W x 1 W into studs
n1a
(8)0.148'x 1 W into double plate
(USP DTB-TZ SIMILAR) DTT2Z DTB-TZ
2145(SYP)1835(SPF) (8)Wx 1V7"SDS %,"W/4V2"embed(mono)and Tembed(stem)
GBC HC520 n1a (5)0.131'x I W into gable brace n/a
(7)0.131'x 21h.'into double plate
MONOLITHIC FOUNDATION-EXTERIOR H2.5A nfa:use RT7 6WSYP) 0.131'x 2%"in each end-(101 total n/a
H2.5T n/a:use R77 545(SYP or SPF) (5)0.131'x 11%in each end- D)total n1a
XY x 12l'TITEN HID SCREW ANCHOR H3 RT3A 455(SYP) x 2W in each end-(Sl total We
(4)0.131-
7 H6 LFTAS 9WSYP)820(SPF) (8)0.131'x 2Y,"in each end-(16)total n/a
orY8"THREADED ROD SET 7"INTO ADHESIVE ALTERNATE ANCHOR:
... RT8A 745(SYP) (5)0.148'x 1 Yz'in each end-(10)total n1a
z 763 (20)Y4'x 3'SOS 7/8'wl 15"embed(SET-)(P epoxy only)
-EXTERIOR I HDU5 PHD5 5645(SYP)4085(SPF) (14)V4*x 2W SDS 518'w/7"embed(mono)and 1
STEMWALL FOUNDATION Z-EXTERIOR BEAM Y2"x 6-TITEN HID HDOS -------------�iiu--s-e"UAH ----------------------- O(SYP)5495(SP-0------------------------------------------------------------------------------------------------------------------------------------------------------------------------ FFICE COPY
(MECHANICALLY GALVANIZED) 2"am bed(stem)
X8"THREADED ROD SET 12"INTO ADHESIVE (AS NOTED) HDU8 PHD6 697()(SYP)5020(SPF) (20)A'x 3r SIDS 716'w/115"embed(SET-XP epoxy Only)
if "x 48 HTA16
H6 CLIP FROM WITH 2 WASHER 4tfAll�-------------------------------- -------------------------------------------1-8-1"0---(-s-Y--P--)------------------------------ll 06'0-1-4-8--x----1,mi-----------------------------------------------4-*---a m b-e---d------------------------------------ 2
HTS20,HTS24 or Hl HTW20,HTW24 or HTW30 1450(SYP)1245(SPF) (10)0.148"x Win each end-(20)total n/2
INTERIOR APPLICATIONS- POST TO BEAM HTSM16 or HTSM20 HTWM16orHTWM20 1175(SYP) (8)0.148'x Finto wood n/a CLIENT:
IF EDGE DISTANCE EXCEEDS 5"USE LAP BEAM PLIES AND (4j W x 2Y."Titen into cmu �21 RIVERSIDE HOMES
(4)K'x 1%"Titen into concrete 8
)'2"x 12"TITEN HD SCREW ANCHOR NAIL AS SHOWN-(5) HTT4 Hl 4235(SYP) 3640(SPF) (118)0.167 x 2Y2' 5/8'wl 7'embed(mono)and 12'embed(stem)
HTT5 HTT5 5WO(SYP) 4375(SPF) (26)0.162'x 2%'
5/8"w/7*embed(mono)and 12'-embed(stem)
........... ............ .....................--..........1-1-1----------
or Y8'x 8-TITEN HD SCREW ANCHOR 0.131"x 3 Y4'NAI LS PER PLY MOO n1a 0 2)0.131"x 1 W n1a :E PROJECT:
or Y8"THREADED ROD SET 6"INTO ADHESIVE 51
LSTA18 LSTA 18 1235(SYP)1110(SPF) (7)0.148'x 3'in each end-(14)total n/a &
PT POST(AS NOTED) LTS12 77!KSYP)665<SPF) (6)0.148*x Fin each end-(12)total n1a .2 115 ATLANTIC BEACH C.C.
MSTA24 MSTA24 164QSYP)1455(S-PF) (9)0.148'x 3'In each end-08)total n/a o (KEY LARGO-B)
DETAIL TYPICAL HTT5 INSTALLATION ------------------- (9)0.148'x-��4&- ----------------------------i�j---------
rc H6 CLIP FROM POST a ----------------------------------------------------------------------
�-7 -(USP PHD5 SIMILAR) TO BEAM (6)Wx 2%"Titen into CMU z JOB NUMBER: FOUNTY:
(6)A'x 11/4"'riten into concrete 1A.1-17A DILIVAII
PT POST(AS NOTED) ------------------------------ -----------------------------------2-0 5'0-- -Y--P,-,)--1 8,2- -----------(-1-1- -0--1--4 8 x--3-!---in-e--a ch e n-d (-2 2--)t-o--t-aid- ni-a------------------------------------ SCALE:
EXTERIOR BEAM MSTA36 MSTA36 2050(SYP or SPF) (13)0.148"x 37 In each end-(26)total n1a
01 2 11 =1 1-011(U.0.N.)
ABU POST BASE MSTAM36 MSTAM36 1870(SYP or SPF) (13)0.148"x Y into wood 8
MONOLITHIC FOUNDATION-EXTERIOR (AS NOTED) I� n/a
(AS NOTED)
(8)A*x 2%*7iten into CMU
THREADED ROD SET 15"INTO ADHESIVE L (8)W x 11/4"Titen into concrete DO NOT SCALE THIS DRAWING
RELEASE DATE:
PLAN�VIEW AT TOP OF POST 0. Y8 THREADED ROD MTS12 or MTS20 MTW12 or M"rWM 1000(SYP)8W(SPF) (7)0.148"x 3"In each end-(14)total n1a
WITH NUT SET IN MTSM16 or MTSM20 HTVVM16orHTVVM20 86D(SYP) (7)0.148'x 3"into wood n/a 8 10-13-16
STEMWALL FOUNDATION-EXTERIOR 0 1 2
ADHESIVE (4)Y4'x 2Y4"Titen into CMU REVISIONS:
(4)Y4*x 1 Titen into concrete
X8"THREADED ROD SET 15"INTO ADHESIVE (7"EMBEDMENT) PA51 TA51 2940(SYP or SPF) (14)0.167 x 2%'or(14)0.162"x 3W 4'am bed
n/a
SPH4 or SPH6 SPTH4 or SPTH6 6WSYP)585(SPF) (112)0.14V x 1 Vx"
SSP RSPT6
35WSYP or SPF) (4)0.148"x I W into studs n/a
INTERIOR APPLICATIONS- (3)0.148*x 1 W into double plate DRAWN BY:
IF EDGE DISTANCE EXCEEDS 5"USE STHD14 STAD14 4210(SYP or SPF) CNIF
4 _(30)0.148"x 3 VV 114embed 21
/8"THREADED ROD SET 8"INTO ADHESIVE 4 0
Notes: CHECKED BY:
MjB/FSS
1.All connectors are manuftctured by Simpson Strong-Tie or U.SP Structural Connectors(U.O.N.)
TITLE:
Z SYP=Southern Pine;SPF=Spruce-Pine-Fir
SIDE VIEW AT BASE OF POST METAL CONNECTOR
3.Mono monolithic concrete;stem=masonry stem-wall or bond beam
4,Anchorage refers to threaded anchors DETAILS
with noted diameters and embedment depths
rD DETAIL-TYPICAL HDU8 INSTALLATION (7-� DETAIL-TYPICAL CONNECTIONS AT EXTERIOR POST 21
SHEET:
(USP PHD6 SIMILAR) �-7
X
Li SD-7
HULSBERG
ENGINEERING, INC.
11481 OLD ST,AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
L5
www.HulsbergEngineering.com
FLORIDA C.A.NUMBER:25846
11-8"
OVERHANG 31-4"
OVERHANG EXTEND RAFTER PAST DIAGONAL
0.13 1"x 3"14AI LS @ 8"O.C.
ROOF SHEATHING
STAGGERED ACROSS
3
0.131"x 3"NA I LS @ 8"O.C. INCREASE NAIL SIZE TO\ ALL INTERSECTING MEMBERS 0 cc
STAGGE1 ZED ACROSS 0,120"x 3"RING SHANK IN
OVERHANG AREA
ROOF SHEATHING\ ALL INTERSECTI�G MEMBERS
cj 40
INCREASE NAIL SIZE TO THROUGH TRUSS I qTO RAFTER
0.120"x 3"RING SHANK IN FROM OPPOSITE SIDj,S OF NOTCH lx6 T&G DECKIN
OVERHANG AREA
lx6 T&G DECKIN
COMMEN I b:
"*_�PRE-ENGINEERED TRUSS
2x6 RAFTER SISTERED TO S E
ID "'�_�BEARING WALL
FROM OPP(,
OF TRUSS.LOWER RAFTER TO
ALIGN WITH BOTTOM OF T&G
RE-ENGINEERED TRUSS ELEVATION E
2x6 RAFTER SLOTTED INTO GAP _J'--� (i.e.RAFTER IS NOT CUT OR
--BEARING WALL
BETWEEN CORNER HIP JACKS NOTCHED)
LOWER RAFTER TO ALIGN WITH
EILEVATIO�
BOTTOM OF T&G
2x6 F AFTER SLOTTED INTO GAP
BET��EEN CORNER HIP JACKS
2x6 RAFTER SISTERED TO SIDE
LOW:_R RAFTER TO ALIGN WITH
OF TRUSS.LOWER RAFTER TO
A
0
BOT'�'OM OF T&G LALIGN WITH BOTTOM OF T&G
C
(i.e.RAFTER IS NOT CUT OR NOTCHED)
EARING WALL
.0
�PRE-ENGINEERED TRUSS
___�PRE-ENGINEERED HIP TRUSS
OFFICE COPY
Z
,BEARING WALL
PLAN VIEW
PLAN VIEW
CLIENT:
RIVERSIDE HOMES
CORNER HIP RAFTER DETAIL RAFTER TAIL DETAIL
PROJECT:
115 ATLANTIC BEACH C.C.
(KEY LARGO-B)
OB NUMBER:
J COUNTY:
1 1376 DUVAL
SCALE:
10 Y811 =V-0"(IJI.O.N.)
2x8 or 2x6 E
E
DO NOT SCALE THIS DRAWING
RELEASE DATE:
10-13-16
REVISIONS:
2xl 2-_____, _,--2xl 2
DRAWN BY:
uj CMF
.1 3� x 3"NAILS
:2 CHECKED BY:
@ 3"O.C. MJB/FSS
TITLE:
.1_0 0_0
DETAILS
2x8 or 2x6
2)
BOX BEAM SHEET:
Ll �-8 ISD-8 1,
——----------- —-------------- —------------------------------ -------------------
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-15—e-Wenied. LOADING CRITERIA
i ATTENTION:Review of shop drawings is only for conformance with
49'11-"
I Roof Floor i
the design concept of the pr*ct and does not relieve the contractor
of responsibility for any deviation from the requirements of the shop 1 Top Chord Live Load----------T_2_0_._0___0 40.00 1! P.S.f.i
11IN cli drawings.Contractor shall determine and verily all field measurements.
I lii� -M 04
0 T.
10 04 C) t L() <0 t. t 4 B07(8) 1, 4 t 00" '40 !0 A0
!Top Chord Dead Load 1 7.00 10.00 1 P.S.fJ
PIT
M rn M
Im < <
M )KAPPROVED
7- Bottom Chord Live Load 0.00 1
13 RETURNED FOR CORRECTION
0.00 s.f.1
P
Jol 2'0" 2-0- 2'0" '2'0" 2'0" 2'0" 2'0" 21 0" 2'0" 2'0" jol 0 APPROVED AS NOTED 0 RETURNED WITHOUT ACTION Bottom Chord Dead Load 100 5.00 p.s.t'
01
j�& 0 NOT APPROVED 13 SEE TRANSMITTAL LETTER P.S.f.z
J162 I Total Load 37 55
Duration Factor
J76
j
03
1.25 100
BY
DATE �Builcling Code FBC 2014 RES
HULSBERG ENGINEERING,INC. FL CERT'.25846 Wind Standard ASCE 7-10
11481 ST.AUGUSTINE RD.#202
JACKSONVILLE,FL 322% Wind Speed
130 m.p.h.
Wind Usage
RES.CAT 11
30'11" Building Exposure B
A 4
Building Type
_7co 0)
Closed
"Q --- ---
NOTE
11 Ic 1 7
It Is the responsibility of the building designer or architect to
M
vide an appropriate connection for trusses to supporting
J67 pro
J07
eering-special
structure per reactions shown on truss engin
04 considerations for mechanical equipment andlor plumbing(and
their connections)in truss space must be diagrammed by the
JO8B
F_
Joic
builder an approved truss layout prior to labricaton.
THM28
J09 jai Manning Budding Supplies is a truss manufacturer whose I
F02(8) responsibilities are limited to those described in WTCA 1-1.995
TK4M
col (sections 6.0 and 7.0).Accordingly,it disclaims any
responsibilities for the the constniction design,draW
ngs,
documents including the installation and bracing of trusses
4
CO2
manufacturtg by me n ilg n
J03
Warning:
THA426
CO3
0 �0) !
I i b Conventional frarring,erection andlor permanent bracing is nor I
J02
U_ LL LL the responsibility of the truss designer,plate manufacturer,or
04 THAA26
C04 truss manufacturer.Persons erecting trusses are cautioned to
JOI seek professional advice regarding erection bracing which is
0" AL
always required to prevent toppling and dominoing during
0)
0" j21 0 0
T 26 c2- q
7j)! Cos
04 �m 04 CW erection,and permanent bracing which may be required in
tI- spedfic applications.see"arecing wood trusses commentary
---------- and recommerdations iBCSl 1-03)thr further information.
511 ------ 64
+
= i !,�"I i '. --__1-- *=�;a
F04 TH"26 Trusses shall be installed in a straight and plumb position.
1 V7 1/2" 56 Mere no sheathing is applied directly to the top andlor bottom
THA426
chord%they shaft be braced as specified on the engineered
---F13
";;a";;care during i
1/2" design.Trusses shall be handled with reas
to prevent damage or personal injury.
TVA426 21'8 7/8" erection
I'S 3/ F06
Approved truss anchor by builder.
coa 2x4 minimum top and bottom chords.
Square cut overhangs.
Ni '�TU26
i 12
jog
1 5&7
6655
F07(3
1 12'1 1/2"
_4_1 HTU= 0 jS --------- —-—----------
LU
DOS 8 F-
valies
<
D04
_Ej
J07
12
A"
0 18'1" BRG.
3 7 4 314 24"By Others
A,
otherwise.
D02
DECK FRAMING
Typical Truss Ends
D51
BY OTHERS
---------------------
j69 Engineer of Record:
Approved truss anchor by builder, jog
FLOOR TRUSS
0 Floyd S. Simpson - FL PE
3 1/2"Ribb,
* i J08
In
J08
#50791
20"
I , I J07
n . 1 \ , I
J07
-4-
11481 Old St.Augustine Rd#202,
------- J10(o) Jacksonville,FL 32258
TO 10
27'11"
3'0"
—---------------- ----------
IManning Buildin
9
BRIG. 27'11"
1 st Floor 3'0" Supplies, INC.
11156 Philips Parkway Dr.E.
Jacksonville,FL 32256
2nd Floor
Typical Truss Ends Phone:(904)268-8225
T��S_b66nector Total Fax:(904)260-2981
st
s 66nnector Total Li Hatch Legend
.-------Hatch Legend
Manuf Product Manuf Product Qty WVVVV.MBS-CORP.COM
1/8"Plate Height
4__� 91-1 1/8
Simpson HTU26 Plate Height
HTU26 Ir
10'-1 1/8"Plate Heighl, Riverside Homes
THA426 11 10'-1 1/8"Plate Height
_]AJC Chase Key Largo
I WC;Chase
----------------
1115 ABCC
FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638.... BLUELINX ON-CENTER-LVL 1899.31 BLUELINX ON-CENTER BLI-JOIST 15432.... BLUELINX ON-CENTER RIMBOARD 15432
L---------------------- "a
-------------------—---- -------- N.T.S. 110/3/2016 i JK I J160527
-----------------