1686 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 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
Code,Residential,and the Florida Building Code,Existing Building(as applicable). Architectural,civil(site),electrical,mechanical(plumbing and HVAC),waterproofing, 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, ENGINEERING, INC.
or fibermesh reinforcement shall be used with a minimum fiber length of to 2" 11481 OLD ST.AUGUSTINE RD.,SUITE#202
and flashing requirements are not addressed in these plans H
JACKSONVILLE,FL.32258
DESIGN CRITERIA: complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per
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. L� P:904.886.2401 F:904.260.4367
Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type jhulseng@belIsouth.net
FLORIDA C.A.NUMBER:25846
Basic Wind Speed: 130 mph of construction and occupancy. 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and E
Building Risk Category: 11 other deleterious material.Structural fill shall be compacted to a density of at least '1�
Wind Exposure: B(Enclosed Structure) 3. The contractor is responsible for the means and methods of construction. It is the .2
.9
95%of the Modified Proctor Maximum Dry Density(ASTM D1 557).Termite protection E
Building Classification: Residential contractor's sole responsibility to determine the procedure,sequence,and temporary a
Building Type: Type V Construction bracing as to insure the safety of the building and its component parts during shall be provided in accordance with applicable code requirements. If soil treatment
is used,the treatment shall be done after all excavation,backfilling,and compaction
Wind-Borne Debris: NOT located in the wind-borne debris region construction. 1.
is completed. ;.
E
F
Unless otherwise noted,project site considerations shall be the responsibility :)f the 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
owner and/or contractor. Examples of such items include,but shall not be limited to, commencing work. 0 S
compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density P
determination of grade elevations,drainage features,and special requirements _-J 5
(ASTM D 1557)for a depth of at least two feet(2'-0")below the bottom of the footing. VX0-
LIJ
associated with FEMA flood hazard and/or DEP zones. 5. The contractor shall supply,locate,and build into the work all inserts,anchors,angles, LL 4V
LAJ
plates,openings,sleeves, hangers,slab depressions,or other components as may be 11. The following minimum concrete cover shall be provided for reinforcement:
DESIGN DEAD LOADS: required to attach and accommodate other work. 3" Concrete cast against and permanently exposed to earth
Floors: 6. All details and sections shown on the structural drawings are intended to be typical 2" Concrete exposed to earth or weather N,PE
The design floor dead load of 12 psf assumes a floor system utilizing wood dE cking or and shall be construed to apply to any similar situation elsewhere in the work except 1 1/2"Concrete not exposed to earth or weather 791
wood subflooring over wood truss,wood kjoist,or solid sawn lumber framing. The floor where indicated otherwise. 12. All continuous reinforcing steel in concrete shall be lap-spliced with the following
covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer shall be minimum lengths:
notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural details and sections. The contractor
#4 bars: 21"minimum
shall contact the Engineer for clarification in cases of conflict between the structural #5 bars: 26"minimum
Roofs: drawings and any drawings prepared by others prior to commencing work.
#6 bars: 32"minimum
Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss)
Concrete or Clay Tile: 15 psf 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report.
13. Reinforcement in footings shall be bent around corners or corner bars shall be used.
Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable soil bearing capacity of
2000 psf. The Engineer shall be notified if soil conditions encountered differ from the 14. The coWactor shall provide spacers,chairs,bolsters,etc., necessary to support
DESIGN LIVE LOADS: noted assumptions. All requirements for site preparation and soil compaction
reinforcing steel.Support items which bear on exposed concrete surfaces shall have
specified in the soils report shall be followed unless more stringent requirements are 2
ends which are plastic tipped or stainless steel. 2
Floors: specified in these plans.
Exterior Balconies: 40 psf MASONRY:
Exterior Decks: 40 psf CONCRETE:
Stairs: 40 psf(or 300 lb point load) General:
Garages: 50 psf(or 2000 lb point load) 1. All concrete work shall be in accordance with"Building Code Requirements for
All Other Areas: 40 psf 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
Masonry Structures,"ACI 530-11,and Specifications for Masonry Structures,"ACI
Attics: 2. All concrete shall have the following minimum compressive strength at 28 days: 530.1-11
Without Storage: 10 psf Slabs on grade,footings,and misc.concrete: fc=2500psi
With Limited Storage: 20 psf Structural slabs,walls,beams and columns: fc=3000psi
2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of
With Storage: 30 psf(fixed stair access) Designated radon zones only-all concrete: fc=3000psi
2000 psi per ASTM C1 019.Grout shall be mixed to provide a slump between 8"to 11
Roofs: 3. Cement shall conform to"Specification for Portland Cement"(ASTM C150, 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used
Less than 4:12 slope: 20 psf in brick veneer.
4:12 slope or greater: 16 psf 4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33)
CLIENT:
4. The contractor shall be responsible for the design and installation of all flashing. RIVERSIDE HOMES
DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts of oil,acids,alkalis,salts,organic
material or other substances that are deleterious to concrete or steel reinforcement. Concrete Masonry(CMU):
Walls: PROJECT:
Wind loads with plaster or stucco finish: L/360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the 1. Concrete masonry units(CMU)shall be ASTM C90-1 1 B,Hollow Load-Bearing 121 ATLANTIC BEACH C.C.
Wind loads with other brittle finishes: L/240 structural drawings.All reinforcing details shall conform to"Details and Detaihng of Concrete Masonry Units, normal weight,with a minimum compressive strength of (ST.SIMON-A)
Wind loads with flexible finishes: L/120 or L/180* Concrete Reinforcement,"ACI 315,unless detailed otherwise on the struCtUral
1900 psi(f m=1 500 psi). 2 JOB NUMBER: COUNTY:
drawings. LM
L/1 80 for exterior walls with interior gypsum board finish. 61110191 DUVAL
Fbors: SCALE:
2. All continuous reinforcing steel in masonry shall be lap-spliced with the following
Live Load: L/480* 7. Tolerances for foundation and slab alignment as well as placement of reinforcement minimum lengths: E Y8,, =1 1-011(I.I.O.N.)
Total Load: L/240* shall be in accordance with"Standard Tolerances for Concrete Construction and #4 bars: 20"minimum DO NOT SCALE THIS DRAWING
Increased floor stiffness may be required by floor covering manufacturer Materials,"ACI 117. Footing or slab edges may be up to 1/2"inside of the sill plate. #5 bars: 25"minimum RELEASE DATE:
Fi'L'a.7. COPY 3? 08-08-16
#6 bars: 30"minimum
Roofs: REVISIONS:
Live Load: L/240 3. Grout all cells containing vertical reinforcement in 6-0"maximum lifts.
Total Load: L/1 80
DRAWN BY:
4. Provide cleanouts per ACI 530.1-11 in the bottom course of masonry when the wall
W CMF
height exceeds 5-0".
P&MEWED FOR CODE COMPUANCE 2 CHECKED BY:
MJB FSS
5. Beam reinforcement shall be continuC17No01;A7WW1C BEACH TITLE:
GENERAL NOTES
SEE PERMITS FOR ADDITiONAL
SHEET 1 of 2
REQUIREMENTS AND CONDITIONS L5
SHEET:
REVIEWESSY..-/7, t�,- IDA :
-E.h1_16> R
4V I--- U421 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 nails @ 12"o.c. 1. All window,door and soffit assemblies shall be designed to withstand the design 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) pressures indicated below and shall be installed in accordance with the manufacturer's HENGINEERING, INC.
4-ply beams with(2)rows of Simpson 6 long SDW screws @ 12"o.c.
requirements. 6 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
jhulseng@bellsouth.net
openings greater than 16"in either direction,and shall be spaced no more than 36" 1 Structural steel shall conform to AISC Specifications for Design and Fabrication and
FLORIDA C.A.NUMBER:25846
o.c.and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions). E
a.Welded Connections: AWS D1.1 AR
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)
#e�'Sx 'SO
have a hook embedded in the mortar oint. Sheet metal ties shall nol be 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 roofin 3 nails. d.Structural Steel Angles and Channels: ASTM A572(Fy=50 ksi)
Adjustable or strand wire veneer ties shall be used at CMU walls. e.Structural Steel Rectangular HSS or Tubes: ASTM A500(Fy=50 ksi) SOFFITS (psf)
f. Structural Steel Round HSS or Pipe: ASTM A500(Fy=46 ksi)or fit S
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) Cr a
supporting brick veneer over openings. This angle will not be required for arched UJ 6
windows where brick is self-supporting. If the length of the opening exceeds 6'-0"then 2. All structural steel connections and fabrications shall comply with AISC specifications. Pos Neg Pos Neg
the steel angle shall be attached to the wood framing with)/8"x 3"lac screws @ 12"
its
Q
0 to 20 sf 18.3 -24.5 18.3 -19.8 co
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.
fP
20.1 to 50 sf 17.5 -22.8 17.5 -19.1
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 Z?l
shall not be used. 100.1 to 200 sf 15.5 -19.1 15.5 -17.1
. COM4,ENTS:
1 All wood framing has been designed in accordance with"National DE sign Specificatior 1200.1 to 500 sf 14.7, -17.4� 14.7, -16.3
(NDS)for Wood Construction,"2012 edition. 5. Bolts shall be installed to the"snug-tight"condition-u.o.n. ISoffit Design Pressure 18.31 -24.51 18.31 -19.8
Base Design Pressure 15.50 GCpi=±0.18
2. Southern Yellow Pine member design incorporates design values for all sizes and 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior
grades of visually graded Southern Yellow Pine dimension lumber per"Supplement to painting,steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning".
No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber,"published by
the Southern Pine Inspection Bureau(SPIB). 7. SSPC Paint 36(polyurethane)shall be applied as the final coat to all structural steel
surfaces exposed and visible to the exterior of the structure.
3. All wood members exposed to weather or in contact with masonry,concrete or soil
shall be treated with an appropriate preservative suitable for the exposure conditions. 8. Field touch-up after installation where required to restore final finish. 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 Al 53,Class C,or ASTM B695,Class 50.
If borate treatment is used then galvanizing is not required. 1. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie, TYPICAL INTERIOR ZONE(4)
United Steel Products(USP), or Engineer approved equal.
5. Prefabricated wood trusses shall comply with NDS and"National DeE ign 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. 3F
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 note 5 with a
with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per
registered Engineer's seal for approval. Design notes shall include the rated load ASTM All 53,Class C,or ASTM B695,Class 50.
capacity of the truss to truss connectors,and the manufacturer's license to fabricate
trusses utilizing the connector system proposed.The contractor shall approve 4. Anchor adhesives shall be either SET-XP or AT-XP by Simpson Strong-Tie(with
fabrication and installation drawings showing size,shape and layout. Florida Product Approval)and installed according to the manufacturer's instructions.
Holes shall be cleaned of all debris and brushed out prior to installation of anchor
CLIENT:
8. Jobsite handling and erection,including temporary bracing,during in.,tallation of adhesive.
trusses shall comply with TPI/WTCA BCSI 1. RIVERSIDE HOMES
ROOF COVERING:
9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened PROJECT:
to their supporting walls or beams with metal connectors as noted in the Truss 1. The contractor shall be responsible for the design and installation of the roof covering 121 ATLANTIC BEACH C.C.
2
Connection Schedule. system.
0 (ST.SIMON-A)
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
IR-1019 DUVAL
detail as shown in the structural drawings. manufacturer's requirements. ...... SCALE:
/ l'-O"(U.O.N.)
811
11. Guardrails,handrails,and guard in-fill components(Balusters and Panel Fillers)shall 3. Clay and tile roofs shall be installed per the"Concrete and Clay Roof Tile Installation DO NOT SCALE THIS DRAWING
be provided by others.
Manual,"and the manufacturer's requirements. . . . . . . . . . . .42
RELEASE DATE:
F
08-08-16
12. Engineered lumber(LVL,Parallam or LSL)shall meet the following rr inimum material 4. Standing seam metal roofs shall comply with ASTM El 514 and be installed according
REVISIONS:
specifications: to the manufacturer's requirements.
LVL or Parallam LSL
E=2,000,000 psi E=1,550,000 psi 5. The contractor shall be responsible for the design and installation of all metal flashing
2 DRAWN BY:
Fb=2,600 psi Fb=2,325 psi and valley material. CMF
Fc=750 psi Fc=900 psi
CHECKED BY:
Fv=285 psi Fv=31 0 psi MJ13 FSS
TITLE:
GENERAL NOTES
SHEET 2 of 2
L5
4 SHEET:
CO, Y
S-2
Ll
IIIL 44'-7"
17'-1 11 12'-ll ,24"x 24"x 12"PAD FOOTING �LSTEMW�ALL ULSBERG
2 2'1 WITH(2)#5 EACH WAY(TYP.) HENGINEERR,4G, INC.
SEE DETAIL"E"ON SD-1 11481 OLD ST.AUGUSTINE RD,,SUITE#202
JACKSONVILLE,FL.32258
M
IAL
P:904.886.2401 F:904.260.4367
-2x8 TREATED WOOD jhulseng@bellsouth.net
TT JOISTS @ 16"O.C.
FLORIDA C.A.NUMBER:25846
E
-VENT OPENING(TYP.)
J0
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8'-11 ---2x8 TREATED LEDGER w/
N -SGD RECESS Y8"HDG ANCHOR BOLT @ 24"O.C.
(SET ADHESIVE w/4"EMBED.)
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SD-2
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4"'aONCRETE SLAB WITH
2
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FI BERMESH OVER 6 MIL
VAPOR BARRIER COVERING 08-08-16
N AND COMPACTED FILL FLOYD S.SIMPSON,PE
400&
LO 't H '11�" CLE� & FIL PE No.50791
CO*ENTS:
8'-1 1� 61- 61-0-2L" I
6-0' 12'-5" 3�' 5'
PROVIDE--- cl"
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PROJECT:
121 ATLANTIC BEACH C.C.
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(ST.SIMON-AL
7
C14 cn JOB NUMBER:
COUNTY:
FIELD VERIFY LOCATION FOR STEPS 16-1019 DUVAL
D SCALE:
l'-O"(U.0-N-)
DO NOT SCALE THIS DRAWING
EMBEDDED STRAP AT
GARAGE DOOR OPENING 51 11-1 RELEASE DATE:
SEE DETAIL*F"ON SD-1 08-08-16.
REVISIONS:
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rillimim copy
--2x8 TREATED LEDGER w/
DRAWN BY:
Y8'HDG ANCHOR BOLT @ 24"O.C.
CMF
C'J!
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(SET ADHESIVE w/4"EMBED.) CHECKED BY:
C�
MjB FSS
0 PC -2x8 TREATED WOOD CJ SUGGESTED CONTROL JOINTS
U) 2 TITLE:
JOISTS @ 16"O.C. LOCATIONS(SEE DETAIL'IT"ON SD-2)
FOUNDATION PLAN
24"x 24"x 12"PAD FOOTING
CONTRACTOR SHALL VERIFY ALL DIMENSIONS
2'-9" 9'-3" V-8—" 91' - 2'-011! 6'-1 12'-1 1
WITH(2)#5 EACH WAY(TYP.) USING FINAL APPROVED FLOOR PLAN PRIOR 21
\8" :1 SHEET:
441-711 SEE DETAIL"E"ON SD-1 FOUNDATION PLAN TO CONSTRUCTION 3�
------ S-3
IGHT WALL SHE)
NOTES:
CON . 2 SPANS cn
(2) x6 HEADER ULSBERG
2J 2K 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6SPF No.2 HENGINEERfNG, INC.
NOTE: di 11481 OLD ST.AUGUSTINE RD.,SUITE 202
STUDS @ 16-O.C.FOR PLATE HEIGHTS UP TO 10`1,48"-U.O.N.
JACKSONVILLE,FL.32258
(2)2xl2_lP0_R_C_HBE_AM_ f�2__P EACH REAR POST SHALL BE TREATED
(27)-2x RCHKAM LM P:904.886.2401 F:904.260.4367
jhulseng@Wlsouth.net
�2)JACKS W/2X8 TOP:&BOTTOM 6x6 POST ON ABU66-Z POST BASE 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH2x4
MIN. (BOX BEAM) < STRAP POST TO EACH BEAM ABOVE FLORIDA C.A.NUMBER.4t846
WITH(1)H6-Z CLIP OR(1)MSTA24-Z SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 10'-1 X8--U.O.N.
04 x
04 wow.
2x6 HEADE 45
r(2)2x12 HEADER`% E 511 _E'� TYPICAL ALL POSTS-(U.O.N.) 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS"BRITTLE"(STUCCO)-U.O.N.
61'/A� SEE DETAIL"F"ON SHEET SD-7 . 'o,
SD-7 51 1 — NOTIFY ENGINEER OF ANY VARIATIONS. 40w -41v "%%
kZ:2�J 2K 2J 2K NOTE: SE
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Sf�2K
01
REQUIRES A MINIMUM SHEATHING oo 1. 1
FASTEN WITH 6d COM OR BOX 01
s 0 Cc=
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THIS OPEN PORCH CEILING %
rN-"'-\ POST(MIN.) C) Lij 3
I-*- AND 12"O.C.IN THE FIELD
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TYPICAL ALL
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DOOR OPENINGS
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POST(MIN.)
COMM�NT-S:
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< ,A2)JACKS 'ifta"An COPY 2
C,4 MIN.
__�3)2x6 BUILT-UP
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SHEARWALL LEGEND:
2)2x4 BUILT.UP
.......... POST(MIN'.) W
F ...........
........... NON-BEARING WALL
POST I
W
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(2)JACKS--- uj
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....... .. MIN. 0 8d COM(0.131"x 2 Y2")NAILS @ -9
.......... "p
6"O.C.ON EDGES AND 12"O.C.
Z
Y^A ON INTERMEDIATE SUPPORTS.
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SHEARWALLS FASTENED WITH
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3"O.C.ON EDGES AND 12"O.C.
cl
c/) ON INTERMEDIATE SUPPORTS.
GARAGE DOOR NOTES SHEATH BOTH SIDES OF WALL CLIENT:
AT INDICATED SHEARWALL RIVERSIDE HOMES
1. INSTALL Cl.)MSTA30 STRAP AT EACH END
L EXTERIOR WALLS SHALL BE"SW-6"AND
2)2x6 BUILT-UP OF GARAGE DOOR HEADER.NAIL STRAP NOTE:AL
SHALL BE NAILED @ 3"O.C.TOP AND BOTTOM PER 4 PROJECT:
POST(MIN.) INTO HEADER AND JACKS BELOW. -
DETAILS"A"&"B"ON SHEET SD-3-U.O.N. 121 ATLANTIC BEACH C.C.
U) 2. EMBEDDED STRAP AT EACH END OF GARAGE WOODFRAMEDHEADERLEGEND:
co z (ST.SIM N-
DOOR OPENING SEE DETAIL 7"ON SD-1
0- < 04 JOB NUMBER:
co SIZE
(2)JACKS-— 19.1nia I co7NTY:DUVAL
1 3. 9'GARAGE DOOR SHALL BE RATED FOR A OF HEADER =CALE --0'-
MIN co
X
z C14 MINIMUM DESIGN PRESSURE OF 18.3 psf t Y8
o
\v)2x6 BUILT-UP 0 2 2x HE E
POST(MIN.) ADER DO NOT SCALE THIS DRAWING
_J _K
(2)JACKS RELEASE DATE:
08-08-16
MIN OTE: QUANTITY QUANTITY TE—VISIONS
.. ............ EACH FRONT POST SHALL BE TREATED OFJACKS OF KING STUDS
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E (2)2x6 HEADER STRAP POST TO EACH BEAM ABOVE NOTE:
2J 2K 2:J 2K SD-7
DRAWN BY:
WITH(1)H6-Z CLIP OR(1)MSTA24-Z ALL WOOD FRAMED LOAD BEARING HEADERS
6D-7
2J 2K 9) uj CMF
............ . TYPICAL ALL POSTS-(U.O.N.) SHALL BE MINIMUM(2)2X6 No.2 OR BETTER CHECKED BY:
'&W2 2xl2_RORCH E
_Bj_A Y SEE DETAIL"F"ON SHEET SD-7 MjB FSS
_WT�PICALd____ SYP.ALL EXTERIOR HEADERS SHALL BE
NOTE: TITLE:
INSTALLED WITH MINIMUM(2)JACKS AND 6
WALL LAYOUT
THIS OPEN PORCH CEILING REQUIRES (1)KING STUD AT EACH HEADER. ALL FIRST FLOOR
A MINIMUM Y8"SHEATHING.FASTEN INTERIOR LOAD BEARING HEADERS SHALL BE L5
WALL LAYOUT-FIRST FLOOR WITH 6d COM OR BOX NAILS w SHEET:
INSTALLED WITH MINIMUM(1)JACK AND
Li AT 6"O.C.ON EDGES AND 12"O.C.IN THE FIELD (1)KING STUD.(U.O.N.) Rl S-4
HULSBERG
ENGfNEERlNG, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
f
JACKSONVILLE,FL.32258
_--NOTE. P:904.886.2401 F:904.260.4367
H EACH REAR POST SHALL BE TREATED jhulseng@bellsouth.net
1w
6x6 POST ON ABU66-Z POST BASE
FLORIDA C.4-15�13ER:2584,6
STRAP POST TO EACH BEAM ABOVE
HOLDOWN SD-
WITH(1)H6-Z CLIP OR(1)MSTA24-Z
I/-�E TYPICAL ALL POSTS-(U.O.N.)
rE SEE DETAIL"F"ON SHEET SD-7
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ANCHOR BOLTS @ 24'k*O.C.
...... �HTT
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ZHOLDO%W _-� ANCHOR
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24' C.
0
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..........
............. 0
_--HTT5-�
HOLDOWN HTT
24"O.C. . . . . .HOLDOWN:
ANCHOR BOLTS@
HTT5--
CLIENT:
HOLDOWN (
/DTT2-Z RIVERSIDE HOMES
HOLDOWN
PROJECT:
----HTT5--' GARAGE DOOR NOTES
121 ATLANTIC BEACH C.C.
HOLDOWN
1. INSTALL Cl)MSTA30 STRAP AT EACH END
Z
ANCHOR 0 (ST.SIMON-
OF GARAGE DOOR HEADER.NAIL STRAP
BOLTS INTO HEADER AND JACKS BELOW. JOB NUMBER: COUNTY:
@ 24"0.C. 16-1019 DUVAL
U) SCALE:
0
2. EMBEDDED STRAP AT EACH END OF GARAGE 1'-o"(u.0.N.)
0 XF
E
DOOR OPENING SEE DETAIL"F"ON SD
&
LE CC-"�"! DO NOT SCALE THIS DRAWING
RELEASE DATE:
s 08-08-16
REVISIONS:
TT
H _--�HOLDOWN THREADED ROD LEGEND:
)lW Y8"THREADED ROD FROM
HTT HOLDC N
5—, FOUNDATION TO DOUBLE PLATE.
HOLDOWN DRAWN BY:
(4-MINIMUM EMBEDMENT REQUIRED) CMF
OTE: Lu
E EACH FRONT POST SHALL BE TREATED A CHECKED BY:
SD-7..... . MJB FSS
44 POST ON ABU44-Z POST BASE Y,"THREADED ROD FROM
............ STRAP POST TO EACH BEAM ABOVE FOUNDATION TO UPPER TITLE:
TIE-DOWN LAYOUT
7/////!E
4
S
WITH(1)H6-Z CLIP OR(1)MSTA24-Z FLOOR DOUBLE PLATE.
TYPICAL ALL POSTS-(U.O.N.) (4"MINIMUM EMBEDMENT REQUIRED) FIRST FLOOR
c
SEE DETAIL"F"ON SHEET SD-7 SHEET:
TIE-DOWN LAYOUT-FIRST FLOOR 0 HOLDOWN(AS NOTED) i
INSTALLED AT SILL PLATE S-5
-_j
[=F�ULL HEIGHT WALL SHEATHINP]� NOTES:
ULSBERG
1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6 HENGEI;EERING, NC.
SPF No.2 11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO Y-11 X8--U.0,N.
P:904.886.2401 F:904.260.4367
2) jhulseng@bellsouth.,M
2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH2x4 -9
FLORIDA C.A.NUMBtR?.25846
E 0
SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9--1 X8"-U.O.N. 0
3) THE SECOND FLOOR EXTERIOR WALL FINISH IS'FLEXIBLE'(SIDING)-U.O.N.
NOTIFY ENGINEER OF ANY VARIATIONS.
s", **sale ftonj
LL
%
6 'IF Z� i� *,
4c
SSP TOP&BOTTOM @ 32�O.C.
ANDA4"x 3 X"SDS SCREWS INTO
GIRDER BELOW @ 24-O.C.
uj
THREADED ROD LEGEND:
XF THREADED ROD FROM
SSP TOP&E OTTOM @ 32"O.C. FOUNDATION TO DOUBLE PLATE. E
ANDY4"x 3Y2"$)DS SCREWS INTO (4-MINIMUM EMBEDMENT REQUIRED)
KeTt
EACH INTERSECTING TRUSS BELOW
XF THREADED ROD FROM
FOUNDATION TO UPPER
SSP TOP&BOTTOM @ 32"0 C FLOOR DOUBLE PLATE.
AND X"x 3 Y2"SE S SCREWS IN�� (4"MINIMUM EMBEDMENT REQUIRED)
GIRDER BlOW @ 24"O.C.
E
HOLDOWN(AS NOTED)
INSTALLED AT SILL PLATE
SHEARWALL LEGEND:
.......... NON-BEARING WALL
00
d
7.w
—m BEARING WALL
cn U) Z
W=)I
W_ SW-6
:>z 0
LU
o w o ............ . SHEARWALLS FASTENED WITH
rl
U)z ...... . 0 04
a p <
0 C/) (2)JACKS-- 8d COM(0.131"x 2 Y2')NAILS @
6"O.C.ON EDGES AND 12"O.C.
U)
MIN. co &
x
C-)Of A ON INTERMEDIATE SUPPORTS.
0 x w
SW-3
z
OQ)
C/) SHEARWALLS FASTENED WITH
cf) C-) . ........................
<
w 8d COM(0.131'x 2 Y2")NAILS @
3"O.C.ON EDGES AND 12"O.C.
ON INTERMEDIATE SUPPORTS.
CLIENT:
SHEATH BOTH SIDES OF WALL
AT INDICATED SHEARWALL RIVERSIDE HOMES
'��W-6
NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"AND
SHALL BE NAILED @ 3-O.C.TOP AND BOTTOM PER 7 PROJECT:
.L
x DETAILS"A"&"B"ON SHEET SD-3-U.O.N. i 121 ATLANTIC BEACH C.C.
2
�2)CS16 BETWEEN`//
FLOORS ALIGNED N (ST.SIMON-A)
0 WOOD FRAMED HEADER LEGEND:
d W/HOLDOWN8 BELOW D-5 JOB NUMBER: COUNTY:
SIZE 16-1019 DUVAL
TYPICAL ALL 0'4'
*TYP ICA OF HEADER SCALE:
EXTERIOR WINDOW AND l'-O"(IJI.O.N.)
0 DOOR OPENINGS E
. .......... 2 2x HEADER DO NOT SCALE THIS DRAWING
.. ..........
i K RELEASE DATE:
0 -08-16
8
ITv nj JA
QUANTITY QUANTITY REVISIONS:
OFJACKS OF KING STUDS
NOTE: DRAWN BY:
2x8 LEDGER W/(5) ALL WOOD FRAMED LOAD BEARING HEADERS CMF
CHECKED BY:
�2
0.131"x 3"NAILS SHALL BE MINIMUM(2)2XI6 No.2 OR BETTER Mj13 FSS
@ 16"O.C.
SYP.ALL EXTERIOR HEADERS SHALL BE TITLE:
WALLLAYOUT
INSTALLED WITH MINIMUM(2)JACKS AND
(1)KING STUD AT EACH HEADER. ALL SECOND FLOOR
COPY
WALL LA40UT-SECOND FLOOR INTERIOR LOAD BEARING HEADERS SHALL BE
-8 SHEET:
INSTALLED WITH MINIMUM(1)JACK AND 75
R
(1)KING STUD.(U.O.N.) S-6
NOTE:
H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR ULSBERG
I/�F SIDE OF THE WALL. HENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
TRUSS CONNECTOR SCHEDULE
JACKSONVILLE,FL.32258
G01 TRUSS ID LEFT INTERMEDIATE RIGHT P:904.886.2401 F:904.260,4367
tul
FLORIDA C.A.NUMBER:25846
E
0
:S H2.5T OR H2.5T OR H2.5T OR
ALLTRUSSE
SDWC 15600 SDWC 15600 SDWC 15600
NOTE:
E03 1)ALL TRUSS CONNECTORS ARE BASED ON 4)HTS24 HTS30 STRAPS MAY BE INSTALLED ON THE
91
40.
UPLIFTS COMPUTED BY ENGINEER OF RECORD. INTERIOR SIDE OF WALL.
E02
UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
SHALL BE DISREGARDED. 5)REFER TO MANUFACTURER'S INSTALLATION DETAILS 10
WHEN USING SDWC SCREWS. t Of
;,TF
2)THE TRUSS LAYOUT AND NUMBERING SYSTEM '2
SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER.
DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR 3
...... APPROVAL BY THE ENGINEER OF RECORD AND THE
CIWI
E05 ft
CONTRACTOR, COMMENTS:
E06
3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED
E07 AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR
oor
APPROVAL OF THE ENGINEER OF RECORD.
E08
-.000'
0
15
J05
0
,.06(41
Do c�I
J03=
u-
..........
........... .
:2
A
HU
S-7 . . . . .
Jo
oc
F07 F 4! COPY
L.L
CLIENT:
RIVERSIDE HOMES
SSP TOP&BOTTOM
4-:
FOS
@ 32"O.C.&Y4"x 3,Y2" PROJECT:
A04 SDS SCREW INTO 121 ATLANTIC BEACH C.C.
EACH FLOOR TRUSS
A03 (ST.SIMON-
NA L INTO SOLI JOB NUMBER:16-1019 JCOUNTY:DUVAL
A02 Z� BLOCKING BEHIND�\
HANGER�c AT GIRDER SCALE: l'-O"(U.O.N.)
ol )/811
E
F03 E
8 DO NOT SCALE THIS DRAWING
RELEASE DATE:
4 jo769) 7 REVISIONS: 08-08-16
Lo
--Jo- s-, F TRUSS�
7\
C)
LOOR TRUSS
7
2xl 2 LEDGER w/(3/
Jo
2.5T DRAWN BY:
C:) )/4"x 0/2"SDS SCREWS CMF
AT EACH TRUSS
-6� CHECKED BY:
VERTICAL -�THREADED ROD MJB/FSS
li TITLE:
2x8RAFTERS&--,
LOWER ROOF LAYOUT
2.:6 CEILING JOISTS
CANTILEVERED FLOOR DETAIL
@ 24-O.C.
�-7 21
SHEET:
LOWER ROOF LAYOUT
lei S-7 I
I. HULSBERG
ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
Ls
jhulseng@bellsouth.net
r
FLORIDA Qk.-NJMBFR:25846
0
S -7N
LL
N0.5079 j s
f
ST
ATE"OF
%
%
C14 C14 Z
-7) .2 A/A I
ON,PE
J12 12 No.50791
4 COMMENTS:,
HO z
NOTE:
H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR
SIDE OF THE WALL.
00
TRUSS CONNECTOR SCHEDULE
TRUSS ID LEFT INTERMEDIATE RIGHT
CN
CN
J19
H2.5T OR H2.5T OR H2.5T OR
--KOL- ALLTRUSSES
. ...... ......kb�..... SDWC 15600 SDWC 15600 SDWC 15600
NOTE:
K05
1)ALL TRUS§CONNECTORS ARE BASED ON
UPLIFTS COMPUTED BY ENGINEER OF RECORD.
UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
SHALL BE DISREGARDED.
2)THE TRUSS LAYOUT AND NUMBERING SYSTEM
SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. iE
CD
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:
2 121 ATLANTIC BEACH C.C.
4)HTS24/HTS30 STRAPS MAY BE INSTALLED ON THE
(ST.SIMON-A)
K03 INTERIOR SIDE OF WALL.
.0 NUMBER: .1019 ICOUNTY:
16 DUVAL
101) 5)REFER TO MANUFACTURER'S INSTALLATION DETAILS
SCALE:
WHEN USING SDWC SCREWS.
Y8,, =11-011 W.O.N.)
---K0-L E
.. ......... DO NOT SCALE THIS DRAWING
ja—Z 1 :.1 IK-=Jl3 - RELEASE DATE:
3? 08-08-16
A41;S
REVISIONS:
J12
J12�/
CN
DRAWN BY:
CNIF
CHECKED BY:
MjB FSS
I TITLE:
LiE EL s
8�
C Ity UPPER ROOF LAYOUT
UPPER ROOF LAYOUT op 21
SHEET:
S-8
10HULSBERG
ENGINEERING, fNC.
11481 OLD ST,AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
P:904.886.2401 F 904.260.4367
ibulseng@bellsouth.net
FLOR*C_.A.*MBER:25846
OVERHANG 31-4m
G EXTEND RAFTER PAST DIAGONAL
OVERHAN
0.131"x 3"NAILS @ 8"0 C
4,. 0
SN84F
ROOF SHEATHING STAGGERED ACRO�� %
INCREASE NAIL SIZE TO ALL INTERSECTING MEMBERS
0.,131"x 3" 4AILS @ 8"O.C.
0.120"x 3"RING SHANK IN 2 6.50191,'
STAGGERED ACROSS
ROOF SHEATHING\
ALL INTERSECING MEMBERS OVERHANG AREA
INCREASE NAIL SIZE TO THROUGH TRUS 3 INTO RAFTER
0.120"x 3"RING SHANK IN FROM OPPOSITE SIDES OF NOTCH lx6 T&G DECKING STA 0
T,,lE
OVERHANG AREA
lx6 T&G DECKING-__ 5
OMMEN
ER
ING
INT
D
ME
C 0
MBES
RS
0 RAFTER
FROM OPP ES OF NOTCH
T
_O
RE-ENGINEERED TRUSS
2x6 RAFTER SISTERED TO SIDE
�BEARING WALL
OF TRUSS.LOWER RAFTER TO
'�PRE-ENGINEERED TRUSS ALIGN WITH BOTTOM OF T&G
2x6 RAFTER SLOTTED INTO GAP ELEVATION
(i.e.RAFTER IS NOT CUT OR
BETWEEN CORNER HIP JACKS --BEARING WALL
NOTCHED)
LOWER RAFTER TO ALIGN WITH
ELEVATI)N
BOTTOM OF T&G
2A RAFTER SLOTTED INTO GAP
BE TWEEN CORNER H I P JACKS
2x6 RAFTER SISTERED TO SIDE
LC WER 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 LA
LIC
I.e.I
PRE-ENGINEERED HIP TRUSS RE-ENGINEERED TRUSS
\-BEARING WALL
PLAN VIEW
PLAN VIEW
CLIENT:
RAFTER TAIL DETAIL RIVERSIDE HOMES
CORNER HIP RAFTER DETAIL (—B
PROJECT:
121 ATLANTIC BEACH C.C.
(ST.SIMON
JOB NUMBER: COUNTY:
16-1019 DUVAL
SCALE:
2x8 or 2x6 8 =l'-O"(IJI.O.N.)
0
DO NOT SCALE THIS DRAWING
RELEASE DATE:
08-08-16
REVISIONS:
2x 1 2
DRAWN BY:
11"x 3"NAILS CMF
@if O.C.
CHECKED BY:
MJB/FSS
TITLE:
�W or 2x6 DETAILS
y
BOX BEAM
_F 4 1�64 INFO c 0
SHEET:
-9
BRICK VENEER WITH 1"AIRSPACE ULSBERG
AND WALL TIES BRICK VENEER WITH 1"AIR (1)#5 CONT.
ENGINEERING, INC.
SPACE AND WALL TIES H
CONT.FLASHING;PROVIDE WEEP HOLES FILL JOINT WITH ELASTOMERIC SILL PLATE 11481 OLD ST.AUGUSTINE RD.,SUITE#202
@ 33-O.C. CONT.FLASHING;PROVIDE SILL PLATE JOINT FILLER 04 SONVILLE,FL.32258
HEIGHT OF CURB VARIES(811 JACK
GROUT AIR SPACE BELOW FLASHING X WEEP HOLES @ 33"O.C. CONCRETE SLAB a P:904.886.2401 F:904.260.4367
SILL PLATE < 2 6"MIN. MAX.) L5
2 GROUT AIR SPACE BELOW — - e jhuIseng@beIIsouth.Nt
CONCRETE SLAB 00
FLORIDA C.A.NUMBER:25846
E
PLATE 0 1 Z`1
SILL FLASHING GRADE CONCRETE SLAB
x CONCRETE SLAB
RAD xxx�\
00
#5 CONT.
E
GRAD
8"CMU STEMWALL WITH(1)#4 48-O.C.
,goosed,*
ANU IN EACH CORNER. *0
E—\
/06"
CMU STEMWALL WITH(1)#4 48-O.C.
m/
50, FILL CELL SOLID AT EACH#4 REBAR.
AND IN EACH CORNER. REBAR 12"INTO UPPER COURSE
0791
FILL CELL SOLID AT EACH#4 REBAR.
_J OF BLOCKS AND 6"INTO FOOTING. Nok.5,
HOOK REBAR 12"INTO SLAB AND 6"INTO
6"
1-4- TWO STORY-(2)#5 CONT.
FOOTING.
611 5pl
T-13" ONE STORY-(2)#5 CONT. %w IIATE,�OF
11-811 ONE STORY-(2)#5 CO T. 11-511 ONE STORY-(3)#5 CO T.
11-81f I TWO STORY-(3)#5 CONT.
V-8" TWO STORY-(3)#5 CONT. V-9" TWO STORY-(3)#5 CONT. 0
oil ho;
SECTION-STEMWALL WITH BRICK SECTION-MONOLITHIC WITH BRICK (�_D� SECTION-STEMWALL AT GARAGE SECTION-MONOLITHIC AT GARAGE S
1\ NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT �Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. -a
CONCRETE SLAB
E
SILL PLATE
r
c 1 1. 1 i -4
CONCRETE SLAB SILL F c py
NMI
E
Q: PLATE CONCRETE SLAB
x x
cc) GRADE-�
CONCRETE SLAB
GRADE
ma
GRAD GRADE
#5 CONT.
\7\/-
1);5 CONT.
'CMU STEMWALL WITH(1)#4 48-O.C. 1.9 /N
CD AND IN EACH CORNER. D 8"x 16"CMU TO INSIDE OF
STEMWALL AT POST LOCATION
CELL SOLID AT EACH#4 REBAR. :_J x
HOOK REBAR 12"INTO SLAB AND 6"INTO WITH(1)#4 VERTICAL IN EACH
FOOTING.
(AS NOTED) REINFORCEMENT(AS NOTED)
ONE STORY-(2)#5 CONT.
L T-8- ONE STORY-(2)#5 CONT. WO STORY-(2)#5 CONT. AS NOTED REINFORCEMENT(AS NOTED)
1-0 1 VVO STORY-(3)#5 CONT.
SECTION-PAD FOOTING AT PORCH STEMWALL SECTION PAD FOOTING AT THICKENED EDGE
K"B'� SECTION-STEMWALL SECTION MONOLITHIC (-E
1\ NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT �Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
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
STHD14 STRAP NAILED TO
@ 33-O.C. BRICK VENEER WITH 1"AIRSPACE GARAGE DOOR POST.
cn <4 PA51 STRAP NAILED TO GARAGE - PROJECT:
GROUT AIRSPACE BELOW FLASHING AND WALL TIES =� F5! EMBED STRAP INTO FOOTING .21
< U) DOOR POST.BEND STRAP INTO 121 ATLANTIC BEACH C.C.
Z LJ_ AS SHOWN. 2
(1)#5 CONT. CONT.FLASHING;PROVIDE WEEP FOOTING AS SHOWN.
201
SILL PLATE HOLES @ 33"O.C. 0 < (ST.SIMON-A)
0 w z
FILL JOINT WITH ELASTOMERIC 6"MIN. E-1 GROUT AIR SPACE BELOW FLASHING U) JOB NUMBER: COUNTY:
IR-1019 DUVAL
c
_0 Lu SCALE:
SILL HEIGHT OF CURB VARIES(8"MAX.) -:T X:
PLATE I J.- 11111 —#4 WITH 6"HOOK INTO FOOTING 0 8
JOINT FILLER NCRETE SLAB I 1 1. 11 < V-0"(U.O.N.)
CO :z w
AND BENT 12"MINIMUM INTO DO NOT SCALE THIS DRAWING
ONCRETE SLAB GRAD%�
GRADE-� THICKENED EDGE. RELEASE DATE:
U) -08-16
08
Jill[- I 1 11 -11
r—GRADE
'O.C.
8"CMU STEMWALL WITH(1)#4 48' CD Z Y REVISIONS:
AND IN EACH CORNER. 0 0 �04 11 4
C> 777-
FILL CELL SOLID AT EACH#4 REBAR. </ X<QRAPE
HOOK REBAR 12"INTO UPPER COURSE
DRAWN BY-
OF BLOCKS AND 6"INTO FOOTING,
'5" x CMF
11-511 ONE STORY-(3)#5 CONT.
CHECKED BY:
-811 ONE STORY-(2)#5 CONT. V-9" TWO STORY-(3)#5 CONT. N MjB FSS
TITLE:
V-6, TWO STORY-(3)#5 CONT.
FOUNDATION DETAILS
SHEET I of 2
LZ
SECTION-STEMWALL AT GARAGE WITH BRICK SECTION MONOLITHIC AT GARAGE WITH BRICK (7-� DETAIL PA51 INSTALLATION(STEMWALL) DETAIL STHD14 INSTALLATION (MONOLITHIC)— SHEET:
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT �Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. SD-1
SHOWER AREA
SHOWER AREA
MONOLITHIC FOOTING (2)MSTAM36-Z STRAPS
ULSBERG
< X�
NAIL EACH STRAP TO CRIPPLE STUD HENGINEERING, INC.
8"CMU STEMWALL WITH(13)10d COM NAILS 11481 OLD ST.AUGUSTINE RD.,SUITE#202
3"MAXIMUM OVERHANG
JACKSONVILLE,FL.32258
FORM EDGE (OPTIONAL) FASTEN STRAP TO FOUNDATION P:904.886.2401 F 904.260.4367
PLAN VIEW 20 jhulseng@bellsouth.
0,
PLAN VIEW CONCRETE SLAB 0, WALL WITH X"x 2 X"CONCRETE
75
SCREWS IN MASONRY OR E FLOR-IDA,a.NUMBER:25846
Kx CONCRETE
EWS INTO CONCRETE.
A CONCRETE SCREWS SHALL BE
POWERS"TAPPER"WITH PERMA-SEAL P4—.IA*
(1)#4 CONT. (1)#5 CONT.
6"MIN. GRADE
FINISH OR EQUAL.
< 8"CMU STEMWALL WITH(1)#4 @
E
SILL—\ SILL 1)#4 CONT. X�X\\/`�48"O.C.AND IN EACH CORNER, STRAP SHALL BE COVERED WITH
HEIGHT OF CURB VARIES
LL
E
T I.
PLATE CONCRETE SLAB PLATE 9 FILL CELL SOLID AT EACH#4 SIDING OR STUCCO
HEIGHT OF CURB VARIES(8"MAX.)
6"M)IN. REBAR.HOOK REBAR 16"INTO No,-5079,
GRAD, PORCH SLAB AND 6"INTO NOTE:
T/\ CONCRETE SLAB FOOTING. THIS DETAIL MAY BE SUBSTITUTED FOR
GRAD X 6" EITHER THE PA51 STRAP(STEMWALL)
�TATE 0
\X �'4 OR Z�
l'-8" (2)#5 CONT.
��4\x \X�\ THE STHD14 STRAP(MONOLITHIC). F� "E
8"CMU STEMWALL WITH(1)#4 48"O.C.
9 OR
AND IN EACH CORNER.
NAL r-
FILL CELL SOLID AT EACH#4 REBAR.
SECTION-PORCH STEMWALL R� DETAIL- EMBEDDED STRAP ALTERNATE
HOOK REBAR 12"INTO SLAB AND 6"INTO
�D2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT D�-2
FOOTING.
6"
1`0" ONE STOR)L--(2 ENGINEER FOR ADDITIONAL REQUIREMENTS.
�#5 CONT,
T-8" ONE STORY-(2)#5 CONT.
T-4- TWO STORY-(2)#5 CONT.
TWO STORY-(3)#5 CONT. NOTE:
SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS)
SEC AS SOON AS THE CONCRETE HAS HARDENED ENOUGH
rG TION-STEMWALL AT EXTERIOR WALL SHOWER SEZ'ITION-MONOLITHIC AT EXTERIOR WALL SHOWER NOT TO BE DAMAGED DURING THE CUTTING PROCESS.
�D2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT CONCRETE SLAB (TYPICALLY 1-4 HOURS IN WARM WEATHER) F4!LE c y
ENGINEER FOR ADDITIONAL REQUIREMENTS.
0 0
FILL CUT WITH 1"DEEP xY8"WIDE SAW
ELASTOMERIC CUT AT DENOTED
X,
FILLER LOCATIONS.
\�(l)#5 CONT.
SILL CONCRETE SLAB GRAD I— p
PLATEjJ CONCRETE SLAB 8"CMU STEMWALL WITH(1)#4 @
4
T-1 N.. AND IN EACH CORNER. 9
FILL C
ELL SOLID AT EACH#4
>7
0,4
AADE REBAR.HOOK REBAR 16"INTO
FOOTING.
CONCRETE SLAB
l'-4" V-0" (1)#5 CONT. V-8# (2)#5 CONT.
NT.
TWO STORY-(3)#5 CONT.
CLIENT:
SECTION-PORCH STEMWALL WITH BRICK SECTION-TYPICAL SAW-CUT CONTROL JOINT RIVERSIDE HOMES
SECTION-INTERIOR BEARING SECTION-THICKENED EDGE
r—H K K NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
'\ID�-2
ENGINEER FOR ADDITIONAL REQUIREMENTS.
PROJECT:
121 ATLANTIC BEACH C.C.
(ST.SIMON-A)
:9 JOB NUMBER: OUNT
16-1019 1C DUVAL
,,,,,—BEARING POST(AS NOTED) TREATED POST SCALE:
CURB HEIGHT VARIES
T CONCRETE SLAB 10 1'-0"(U.O.N.)
SILL /,---CONCRETE SLAB E
POST BASE WITH 0
Z�,,—ABU E
PLATE CONCRETE SLAB PAVERS BY OTHERS �11 DO NOT SCALE THIS DRAWING
8 GALV.ANCHOR EMBEDDED RELEASE DATE:
cQ CURB HEIGHT VARIES 12-(SET-XP ADHESIVE) 08-08-16
7
1 .0 TE—VI
U) 7 \X� SIONS
C? �\<'�m /�\\Y\
< \/\ 71'
77 7
77\�//7�7eN
z
4
0�
8"TALL,12"SQUARE GROUTED
CMU OR CAST-IN-PLACE CONCRETE
DRAWN BY:
PEDESTAL ON 24"X 24"X 12"PAD CMF
Z'
(AS NOTED REINFORrFMP:NT[AS NOTED) 8" (1)#4 CONT. 21-011 FOOTING WITH(2)#5 EACH WAY CHECKED BY:
4" ONE STORY-t2 #5 CONT. MJB/FSS
1'-8" TWO STORY-(3)#5 CONT. TITLE:
FOUNDATION DETAILS
rQ__� SECTION-NON-BEARING STEPDOWN K_u__-� DETAIL-PAD FOOTING AT PAVERS SHEET 2 of 2
K"_J� SECTION-BEARING STEPDOWN SECTION- INTERIOR BEARING PAD FOOTING 1
�D2 �D2
�D2 SHEET:
SD-2
X16"OR'y32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF ROOF COVERING(BY OTHERS)
ly32"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF ROOF TRUSSES ULSBERG
%Z RATED SHEATHING,EXPOSURE I-METAL ROOF HENGINEERfNG, INC.
FASTEN WITH 0.113"x 2 Y8"RING SHANK
11481 OLD ST.AUGUSTINE RD.,SUITE#202
NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS.
JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
CONNECTOR AT EACH TRUSS 21 jhulseng@bellsouth.net
(SEE TRUSS CONNECTION SCHEDULE) -e
:f FLORIDA C.A.NUMBER:2,5846
E
NOTE:
TRUSS TO WALL CONNECTION CORNICE DETAIL----_/
HARDWARE MUST BE INSTALLED (BY OTHERS)
ON THE EXTERIOR SIDE OF THE V
WALL
2x—No.2 SPF OR No.2 SYP GYPSUM BOARD
. *$�'.
SUBFASCIA WITH(2)0.131"x 3 (2)2x—SYP#2 DOUBLE PLATE(U.O.N.) %
ENDNAILS AT TRUSS(U.C.N.)
/4 f�4
No.$0794
WALL SHEATHING SHALL EXTEND TO TOP OF B
DOUBLE PLATE IN ALL LOCATIONS AND SHALL
BE NAILED @ 3-O.C.TO THE TOP PLATE OF THE STATE OF
0 - .0
DOUBLE PLATE(NAILING MAY ALSO BE A� PE
79
woo
b 0 R
STAGGERED ACROSS BOTH PLATES) 91
SEE DETAIL"F"ON SD-4 FOR BETWEEN FLOOR
CONNECTIONS
Y16"OR lX32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF ROOF COVERING(BY OTHERS) 2x SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM
'X32"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF RC OF TRUSSES 2y
.9
lX32"RATED SHEATHING,EXPOSURE I-METAL ROOF BOARD WITH 0.131"x 34'NAILS @ 6-O.C. 32"RATED STURD-1-FLOOR(T&G)SHEATHING
GLUED AN D NAI LED.FASTEN WITH 0.131"x 2 Y2"
FASTEN WITH 0.113'x 2 Y8'RI NG SHANK RING SHANK @ 6"O.C.ON EDGES AND 12"O.C.IN
NAILS @ 6"O.C,ON EDGES AND INTERMEDIATE SUPPORTS.
THE FIELD.
CONNECTOR AT EACH TRUSS
(SEE TRUSS CONNECTION SCHEDULE) Y8"CLEARANCE BETWEEN PANELS
BETWEEN FLOORS FLOOR JOIST(I-JOIST SHOWN,SAWN JOIST
NOTE: SIMILAR-SEE SECTION"C"ON SD-4 FOR OPEN
TRUSS TO WALL CONNECTION CORNICE DETAIL WEB TRUSS)
HARDWARE MUST BE INSTALLED (BY OTHERS)
ON THE EXTERIOR SIDE OF THE
WALL —GYPSUM BOARD GYPSUM BOARD
2x No.2 SPF OR No.2 SYP .0
RC
NAIL JOIST TO PLATE WITH(2)0.131"x 3 X"
SUBFASCIA WITH(2)0.131'x 3 X" 1(2)2x SYP#2 DOUBLE PLATE(U.0,N.)
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
RIM BOARD(LSL OR LVQ
BE NAILED @ 3"O.C.TO THE TOP PLATE OF THE
ly32"FULL LENGTH RATED SHEATHING,EXPOSURE 1. DOUBLE PLATE(NAILING MAY ALSO BE ly32"FULL LENGTH RATED SHEATHING,EXPOSURE 1.
CLIENT:
FASTEN WITH 8d COM OR 0.131'x MY NAILS @ 6-O.C.ON STAGGERED ACROSS BOTH PLATES) FASTEN WITH 8d COM OR 0.131"x MY NAILS @ 6-O.C.ON RIVERSIDE HOMES
EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. GYPSUM BOARD
(U.O.N.)(BLOCK ALL EDGES) (U.O.N.)(BLOCK ALL EDGES)
.--2x SPF#2 STUDS@ 16"O.C.-U.O.N. PROJECT:
2x SPF#2 STUDS @ 16"O.C.-U.O.N.
APPLY SHEATHING HORIZONTALLY FOR STUCCO (SEE WALL LAYOUT) 121 ATLANTIC BEACH C.C.
APPLY SHEATHING HORIZONTALLY FOR STUCCO (SEE WALL LAYOUT)
APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1 APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1 (ST.SIMON-
RATED OR 15/32"RATED SHEATHING MAY BE RATED OR 15/32"RATED SHEATHING MAY BE :9 JOB NUMBER: COUNTY:
INSTALLED VERTICALLY. It & - jrinig DUVAL
INSTALLED VERTICALLY. Y SCALE:
11' =V-101"(U.0.N.)
F1''ilus irwm C Ci� 10 8
E
E
g DO NOT SCALE THIS DRAWING
A
INSET WALL X2"FOR STUCCO APPLICATIONS INSET WALL X2"FOR STUCCO APPLICATIONS RELEASE DATE:
08-08-16
REVISIONS:
WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE— /-2x TREATED SYP#2 SILL PLATE WITH WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE 2x TREATED SYP#2 SILL PLATE WITH
IN ALL LOCATIONS AND SHALL BE NAILED @ 3-O.C. IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. SI
(,�IMPSON Y8"0 x 6"TITEN HD
SIMPSON?/8"0 x 6"TITEN HD
R TITEN HD ROD COUPLER)
(OR TITEN HD ROD COUPLER) a DRAWN BY: CMF
WITH 3"x 3"xY4"WASHER @ 24"O.C. WITH 3"x 3"xY4"WASHER @ 24"O.C. Lz
CHECKED BY:
MJB/FSS
TITLE:
FRAMING DETAILS
SHEET 1 of 3
(7� SECTION-TYPICA-EXTERIOR ONE STORY WALL �B SECTION-TYPICAL EXTERIOR TWO STORY WALL
SHEET:
�,�-3 �-3
SD-3
Ll Iz
I
SHEATHING ,,,—SILL PLATE(BELOW)
_lx_CORNER FRAMING FULL ULSBERG
FIELD NAILING HEIGHT STUDS(TYPICAL) HENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
(2)ROWS OF 0.13 1"x 3 Y4'
2x—SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND JACKSONVILLE,FL.32258
SHEATHING EXTENDS DOWN ONTO NAILS @ 12"O.C. P:904.886.2401 F:904.260.4367
BOARD WITH 0.131"x 3Y4'NAILS @ 6-O.C.
RIM BOARD MINIMUM 6" STAGGERED(TYPICAL) jhulseng@bellsouth.net
TO ALLOW FOR NAILING
FLORIDA C.A..,NWBER:25846
EDGE NAILING AT SOLE PLATE
'E7 2x BAND BOARD PER TRUSS MANUFACTURER
2x6 OR 2x8 FRAMED WALL
RIM BOARD
SILL PLATE(BELOW)
Y8"CLEARANCE BETWEEN PANELS
BETWEEN FLOORS ROWS 0.131"x2 2"NAILS
2x4 CORNER FRAMING FULL HEIGHT STUDS
RAGGERED @ 6"O.C.REQUIRED
2
N
X32"RATED SHEATHING RIM BOARD- IN UPPER AND LOWER SHEATHING MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED
NAIL TO TRUSSES WITH(6)0.131"x 2 Y2'NAILS. MIN.Y8"SPACE BETWEEN PANELS WITH(4)0.131"x 3 X"NAILS TO EACH ADJACENT
STUD
0
TOENAIL TRUSS TO PLATE WITH '—SHEATHING EXTENDS ABOVE DOUBLE ALTERNATE:INSTALL SOLID STUD IN THIS 140.50791
PLATE MINIMUM 6"TO ALLOW FOR SPACE
(2)0.131"x 34'NAILS NAILING
2x4 CORNER FRAMING FULL HEIGHT STUD 4 'a
!16yo
DOUBLE PLATE(U.O.N.) �—EDGE NAILING AT DOUBLE PLATE st Tlk
-(2)ROWS OF 0.131"x 3Y4" F
NAILS @ 12"O.C.
2A FRAMED WALL
saf Sell**
SECTION-TYPICAL OPEN WEB FLOOR TRUSS rF DETAIL-TYPICAL SHEATHING NAILING BETWEEN FLOORS SECTION-TYPICAL FRAMING AT900 CORNERS ONAL
1�s
NAIL SCAB TO TOP CHORD WITH
E
(4)0.131"x MY'NAILS
ROOF OR FLOOR FRAMING(AS NOTED
ADD 2x4 VERTICAL SCAB IN EACH
TRUSS IF NO WEB IS PRESENT CONNECTOR IF NOTED
(SEE CONNECTION SCHEDULE)-
UPLIFT CONNECTOR(AS NOTED) 0.131"x3k NAILSTYPICALAT
&H TRUSS
2x4 SPF BLOCKING-NAIL WITH(2)
2x4 X-BRACE ACROSS LENGTH OF
0.131"x 3 X"NAI LS AT EACH END SHEARWALL
(END NAIL OR TOENAIL)
NAIL SCAB TO PLATE WITH(3)
0.131"x 3 AV'TOENAI LS
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 Y4'NAI LS @ 4"0.C.
EXTERIOR FRAMED WALL DOUBLE PLATE
_---2x SPF#2 STUDS@ 16"O.C.-U.O.N..
(SEE WALL LAYOUT)
MINIMUM X16'RATED SHEATHING,
Aft Ifty
EXPOSURE I FASTEN AS NOTED
ON WALL LAYOUT(BLOCK ALL EDGES) CLIENT:
F Cv
RIVERSIDE HOMES
SECTION-INTERIOR SHEARWALL PERPENDICULAR TO TRUSS
SECTION-EXTERIOR WALL PERPENDICULAR TO TRUSS rG
---------GYPSUM BOARD
SECTION ONLY APPLIES WHEN REFERENCED PROJECT:
I —THREADED ROD ASSEMBLY(IF NOTED) t 121 ATLANTIC BEACH C.C.
r,
INTERIOR SHEARWALL(IF NOTED)SHALLl� 4-:
0 (ST.SIMON-A)
NAIL EACH END OF BLOCKING TO USE X16"RATED SHEATHING FASTENED JOB NUMBER: COUNTY:
TRUSS(AS NOTED) BOTTOM CHORDS WITH(3)0.131"x 3Y4" AS NOTED. SCALE: 16-10191 DUVAL
8
9.
INSTALL 2x4 BLOCKING BETWEEN 2x TREATED SYP#2 SILL PLATE WITH m
10 a 11 =1 1-011(U.0.N.)
E
2x4 SPF NAILER-NAIL TO TOP PLATE WITH TRUSS BOTTOM CHORDS @ 12-O.C. SIMPSON Y8"x 6"TITEN HD @ 48-O.C.MAX. E
DO NOT SCALE THIS DRAWING
0.131"x 3 NAI LS @ 6-0.C. 2x SPF#2 SOLE PLATE RELEASE DATE:
WI
2 NAIL EACH BLOCK TO DOUBLE PLATE WITH(3) REVISIONS:
@ 8"O.C.-U.O.N.
BOTTOM CHORD OF TRUSS TH 0.131"x 3 Y4'NAILS 08-08-16
0.131"x 3 X"NAI LS L
7,
FLOOR BEAM(AS NOTED)
NAIL PORCH SHEATHING AS NOTED DOUBLE PLATE DRAWN BY:
CMFuj
EXTERIOR FRAMED WALL MINIMUM X16"RATED SHEATHING, 2) CHECKED BY:
EXPOSURE I FASTEN AS NOTED MjB FSS
ON WALL LAYOUT(BLOCK ALL EDGES) SLAB ON GRADE CONDITION RAISED FLOOR CONDITION TITLE:
FRAMING DETAILS
— S E SECTION TYPICAL INTERIOR BEARING AND/OR SHEARWALL SHEET 2 of 3
E CTION-EXTERIOR WALL PARALLEL TO TRUSS SECTION-INTERIOR SHEARWALL PARALLEL TO TRUSS ( K
�.S[4) THIS SECTION ONLY APPLIES WHEN REFERENCED SHEET:
Ll ISD-4 iLi
w Ew ULSBERG :
HENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,Sl 202
JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
jhulseng@bellsouth-met
FLORIDA C.A.NUMBER:25846
sl A416
XMI
ENS **-*
ZBUILT-UP HEADER WITH 0.131 x 3 %
NAILS @ 12"O.C.TOP AND BOTTOM
HEADER TO KING NAILING
NAILING AT STUD 101mill
(U.O.N.) 00791
TO DOUBLE PLATE
—NAIL EACH PLATE TO JACK STUD (3)NAILS PER PLY
OHIO 5A
H�3�04131 x 3 X"NAILS-TOENAIL 0
WIT
OR E I L CAL) (4)NAILS PER PLY ITAT F-
2x4 (2) (3)
(5)NAILS PER PLY om
2x6 (3) (4)
E
(6)NAILS PER PLY
2x8 (4) (5)
9 Y211 OR 9 1"
(5) —DOUBLE SILL REQUIRED WHERE OPENING 4
LVL (5)NAILS PER PLY
WIDTH EXCEEDS i
JOINT IN SILL PLATE
(6)NAILS PER PLY
NAILING AT STUD
TO SILL PLATI 1 (7)NAILS PER PLY
(8)NAILS PER PLY
A A
vo
214
Fel
WE
0
DOUBLE PLATE
PON
zz Wx
Wx
H
CLIENT:
I Eli*.I$]a to]Ill is WAV i
JACKS AND KING STUDS
RIVERSIDE HOMES
(AS NOTED)
/P/"vgl 7g.
--HEADER(AS NOTED)
7, a 1 10, PROJECT:
1 111001
?�M
2x BLOCKING(TYPICAL) 1.0. 121 ATLANTIC BEACH C.C.
01.IN ON
3
(ST.SIMON A)
PH!
PH
'x 3Y'TOENAILS AT JOB NUMBER:
(3)0.131 4 10
END(TYPICAL)
10/s I imm
SCALE:
NAIL EACH SILL PLY TO KING
11 0,'12 11 1 1-011 N.)
8
Vol.
WITH�3)0.131"x 3Y4'NAILS-T
DO NOT SCALE THIS DRAWING
p"I F011
OR E DNAIL(TYPICAL)
�g
;RELEASE DATE:
BEVEL BLOCKING AS REQUIRI 08-08-16
0
lop
NAIL PENETRAI I
MINIMUM 1 Y2
MAIN FRAMING MEMBERS.
�"wlrl MW"ll Wl
(2)2x—SILL
SHEATHING MAY CANTILEVEr,
MAXIMUM PAST SUPPORTS—A CHECKED BY:
WINDOW ATTACHMENTS MU"" MJB FSS
TITLE:
ANCHORED INTO 2x—MEMBA' 1 01,111911916101 FRAMING DETAILS
SHEET 3 of 3
DETAIL-TYPICAL ARCH TOP OPENING
�-5
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 HENGINEERING, fNC.
EACH END TO ADJACENT TRUSS WITH 11481 OLD ST.AUGUSTINE RD.,SUITE#202
BRACING 16"O.C. 24"O.C. 16"O.C. 24"O,C. JACKSONVILLE,FL.32258
(3)NAILS
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" x WEBS WITH(2)NAILS 21 jhuIseng@bellsouth.net
ROOF SHEATHING
68"TO 145" 60"TO 126" 2x4 SPF No.2 DIAGONAL BRACE FLORIDA C.A.NUM%P:25846
2x4 L-BRACE 54"TO 114" 48"TO 99" (TYPICAL AT EACH END OF
ROOF TRUSS(BY OTHERS)WITH t
CONTINUOUS LATERAL BRACING)
2x6 L-BRACE 115"TO 182' 100"TO 158" 1 146"TO23Z' 1127-TO201" BRACE(IF REQUIRED)
NOTE: NAIL DIAGONAL BRACE TO TRUSS rZA
TO REPLACE(1)ROW OF LATERAL BRACING SIA4�6
BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER WEB WITH(3)NAILS
i 1.1
__---,---INSTALL 2x4 No.2 SYP T-BRACE NAILED TO
FLEXIBLE FINISHES ARE WOC D SIDING,HARDI-PANEL,
�> 1.1 �> EACH PLY OF TRUSS WEB AT 6"O.C.WITH ��CONTINUOUS LATERAL BRACE(QUANTITY
BRICK VENEER,ETC.
---RATED ROOF SHEATHING 0.131"x 3"NAILS TO REPLACE(2)ROWS OF AND LOCATION DEFINED BY TRUSS SHOP ss
__---2x L-BRACE NAILED TO LATERALBRACING INSTALL 2x6 No.2 SYP > DRAWING.) t4o.5079i
CL
VERTICAL WEB WITH T-BRACE NAILED TO EACH PLY OF TRUSS
AIL CONTINUOUS LATERAL BRACE TO
0.1,31"x 3"NAILS @ 6"O.C. ------- WEB WITH 0.131"x 3"NAILS @ 6"O.C.
EACH TRUSS WEB WITH(2)NAILS
OF
0 ---- ------- '2
—VERTICAL WEB IN GABLE --ROOF TRUSSES(BY OTHERS)
Lu -4
END TRUSS T-
-i -�- NOTES:
<
2x—LOOKOUTS AT 48"O.c. (3)TRUSSES MINIMUM 1) CONTINUOUS LATERAL BRACES SHALL
w NOTE: FOR CONTINU9pS LATERAL BRACE
i BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR
> 1 R21"O.C. T-BRACING TO BE USED WHEN CONTINUOUS
02 LOOKOUTS AT 4
BETTER(U.O.N.)
z SPACING(SE E TABLE) LATERAL BRACING IS IMPRACTICAL. 2) ALL NAI LS SHOWN SHALL BE 0.131"x 3"
I LUT
NAILS(U.O.N.)
r rl'If.,
rB SECTION-TYPICAL T-BRACE rc DETAIL-TYPICAL LATERAL TRUSS BRACING
DETAIL-TYPICAL VERTICAL BRACING AT GABLE END �-6
K—A
NOTE:
2x4 SYP BLOCKING BETWEEN NAIL BRACE TO BLOCKING WITH(5)0.131'x 3Y4'NAILS
H2.5A AT EACH LOOKOUT
LOOKOUTS 2x4 LOOKOUTS @ 48"O.C.FOR ALL MEMBERS SHALL BE#2 SYP. 0.131"x 3Y4'TOENAILS AT EACH LOOKOUT
2x6 BLOCKING BETWEEN TRUSSES WITH
EXTERIOR SHEATHING SHALL— -- %TOP CHORD OF TRUSS.
OVERHANG
F,11 E Cr----�
BE NAILED TO BOTTOM CHORD ROOF SHEATHING(AS NOTED) (3)0.131"x 3 X4'NAI LS EACH EN D
--------2x4 BLOCKING REQUIRED BETWEEN
OF TRUSS WITH
ROOF SHEATHING(AS NOTED)---- LOOKOUTS
0.131"x 2 1/2"NAI LS @ 6"0.C.
2x BARGE RAFTER
(U.O.N.ON WALL LAYOUT)
3ALLOON FRAMED STUDS
AS NOTED) FASCIA(BY OTHERS)
3INGLE PLATE NAIL TO TRUSS
30TTOM CHORDWITH 0.131"x 3,y4' 2x4 LOOKOUTS @ 48"0.C.
qAILS 6"O.C.
—H3 CLIP OR EQUAL AT EACH
LOOKOUT
GABLE END TRUSS(DROP GABLE)
2x6 BRACE SPACED @ 48"O.C.UNLESS CLIENT:
OTHERWISE NOTED ON ROOF LAYOUT. RIVERSIDE HOMES
rD DETAIL-BALLOON FRAMED GABLE END(LOW CEI ING VAULT) ADD 2x4 T-BRACE NAILED @ 6"O.C.
PROJECT:
INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN X2 OF EXTERIOR ROOF PITCH WITH 0.131'x MY NAILS IF BRACE 121 ATLANTIC BEACH C.C.
LENGTH EXCEEDS 9'-0".
—H2.5A AT EACH LOOKOUT Z
A)
(ST.SIMON
—2x4 LOOKOUTS @ 48"O.C.FOR :9 JOB NUMBER: TY:
.0 ifi.joig 111UN DUVAL
OVERHANG
SCALE:
—ROOF SHEATHING(AS NOTED) I" =1 1-011(U.O.N.)
8
2x4 SYP BLOCKING BETWEEN
DO NOT SCALE THIS DRAWING
LOOKOUTS RELEASE DATE:
---BALLOON FRAMED STUDS 08-08-16
T—EVISIONS
(A LSTA12,LTP4,OR SDWC 15600 48-O.C.
(2)REQUIRED AT EACH BRA E
S NOTED) GBC CLIP 1
DOUBLE PLATE GYPSUM BOARD CEILING
I NTERI OR VAU LT TOENAIL BOTTOM CHORD OF
TRUSS TO DOUBLE PLATE WITH DRAWN BY:
CMF
-----_—EXTERIOR SHEATHING SHALL BE
0.131"04'NAILS @8"O.C. CHECKED BY:
NAILED TO UPPER PLY OF
DOUBLE PLATE WITH ----/-2x4 DRYWALL BACKING INSTALLED MJB/FSS
TITLE:
CONTINUOUSLY BETWEEN BRACES
0.131"x 2 Y2"NAILS @ 6"0.C. TRUSS BRACING AND GABLE
(U.O.N.ON WALL LAYOUT)
DETAILS
SECTION-GABLE END DIAGONAL BRACING -s SHEET:
DETAIL-BALLOON FRAMED GABLE END(HIGH CE LING VAULT) (—F
D�-6 INTERIOR CEILING PITCH EXCEEDS Y2 OF EXTERIOR ROOF PITCH SD-6
HULSBERG
ENGINEERING, INC.
T.AUGUSTINE RD.,SUITE#202
EXTERIOR BEAM(AS NOTED) P:904.886.2401 F: 04.260.4367
E) ihulseng@bellsloft.net
DOUBLE PLATE F- C.A.NIJIVIkR:25846
E
0
NOTCH BEAM AS REQUIRED TO
FIT BENEATH DOUBLE PLATE
BEAM BEARS ON(2)2x-JACKS
(TYPICAL-U.O.N.) \ZDOUBLE PLATE t4o.Sol 9
NUT WITH 2"x 2"x J-'WASHER
CONDITION: 1 16'
ALTERNATE:SIMPSON L
(NOTCHED BEAM) BPSY2 SLOTTED
WASHER WITH 1"WASHER. Of- k-
41 ..1 s
X8"O THREADED ROD Irks 0
SIMPSON Y8"0 x 6"TITEN HD OR SIMPSON Y8"O x 6 X"TITEN HD ROD COUPLER
8"THREADED ROD SET IN ADHESIVE
NAIL SHEATHING TO DOUBLE PLATE WITH WITH MINIMUM 4"EMBEDMENT OR!.THREADED ROD SET IN ADHESIVE WITH COMMENTS:
8
MONOLITHIC FOUNDATION-EXTERIOR (2')ROWS OF 0.131"x 2 Y2"NAI LS @ 6"0.C. WITH 1"WASHER MINIMUM 5"EMBEDMENT WITH 1"CUT WASHER
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
or X8'THREADED ROD SET 4X2'INTO ADHESIVE
SPH @ 32"O.C.
w
EXTERIOR BEAM(AS NOTED)
STEMWALL FOUNDATION-EXTERIOR DETAIL-ANCHOR BOLT DETAIL-THREADED ROD ASSEMBLY
DOUBLE PLATE
X2"THREADED ROD SET 7"INTO ADHESIVE �J
BEAM INSTALLED BENEATH DOUBLE PLATE
INTERIOR APPLICATIONS- BEAM BEARS ON(2)2x-JACKS
IF EDGE DISTANCE EXCEEDS 5" (TYPICAL-U.O.N.)
Metal Connector Fastening Schedule
USE MONOLITHIC CONDITION CONDITION: 2 Simpson ID USP ID Uplift Capacity(Ibs) Fasteners Anchorage(IJI.O.N.)
A35 MPAI nta (12)0.131'x 1W n1a
(DROPPED BEAM) ABU44-Z PAU44-TZ 22DO(SYP) (12)0.167 x 2VP.'or(12)0.1 e2"x 31/2" 518'w/7"embed
ABUW-Z PAUe6-TZ 2300(SYP) (12)0.162"x 2Y2'or(12)O.le2'x 3Yz" &8"wl 7'embed
CS1e RS1150 17DS(SYP or SPF) (11)0.148'x T in each and-(22)toted n1a
DETAIL-TYPICAL DTT2-Z INSTALLATION E DETAIL-EXTERIOR BEAM TO WALL CONNECTION _RSpT6_2 775(SYP or SPF) (8)0.148'x I W into studs n1a
(8)0.148'x I VV into double plate
�,�J (USP DTB.TZ SIMILAR) �J DTt2Z DTB-TZ 2145(SYP)1835(SPF) (a)Y4"X 1%"SDS %*wl 4Va"embed(mono)and r embed(stem)
08C HC520 n/a (6)0.131'x I W into gable brace n1a
(7)0.131'x 2%.*into double plate
H2.5A n1a:use R77 OOD(SYP) (5)0-131'x 2W in each end-(10)total n/a
MONOLITHIC FOUNDATION-EXTERIOR
t12.5T n1a:use RT7 545(SYP or SPF) (5)0.131'x 1 W in each and-(10)total n/a
X2"x 12'TITEN HD SCREW ANCHOR
H13 RT3A 455(SYP) (4)0.131'x 2W in each and-(8)total n1a
or Y8"THREADED ROD SET 7"INTO ADHESIVE ALTERNATE ANCHOR:
H8 RTBA 74WYP) (5)0.148'x 1 W in each end-(10)total n1a
HDOS n/a use UPHID8 7630(SYP)64WSPF) (20)A"x 3'8 DS Wwwff ;'_e'r'n__b_'e'd-('-SE T__-,X P__-e-p o--x-_y o-R-y'-)
Z-EXTERIO'R BEAM Y2"x 6"TITEN HD
STEMWALL FOUNDATION-EXTERIOR (MECHANICALLY GALVANIZED) HDLI5 PHD5 5845(SYP)4085(SPF) (14)Y4x 2%'SDS 518*w/7'embed(m ono)and 17 am bed(stem) 2
(AS NOTED) HDU3 PHID6 697(XSYP)5020(SPF) (20)Y4x 3SDS 716'w/15"embed(SET-XP epoxy Orly)
THREADED ROD SET 12"INTO ADHESIVE WITH 2"xY8"WASHER HtfA16---------------- HTA16 1810(SYP) 1-'v'_2"-----------------------------------------4'_0-m bed
x
H6 CLIP FROM I
R I HTS 20�HTS24 or HTS-30 HTW2D,HTW24 or HTW30 1450(SYP)1245(SPF) (10)a.-I-4--8-7-Tin-each end-(20)total n1a
POST TO BEAM HTSM16 or HTSM20 H1TWM16orH1TWM20 1175(SYP) (8)0.148'x 3"into wood We CLIENT:
INTERIOR APPLICATIONS-
(4)Y4'x 2%"Titen into CMU RIVERSIDE HOMES
L IF EDGE DISTANCE EXCEEDS 5"USE LAP BEAM PLIES AND (4)Y4*x 13/4"riten into concrete
HTT4 HTT4 4235(SYP) 3640(SPF) (118)0.162"x 2%' 518'wl 7'embed(mono)and 12"embed(stem)
a 1 x 12"TITEN HD SCREW ANCHOR NAIL AS SHOWN-(5)
HTT6 HTT5 5ORSYP) 4375(SPF) (26)0.162x 2Y2" 5/8*w/7"embed(mono)and 12'embed(stem)
MP40�"' ------------------------n/a -- - ---------(1-,2)-011"31"x'1 Y2" n/'a----------------- --------- ...... PROJECT:
or Y8"x 8"TITEN H D SCREW ANCHOR 0.131"x 34'NAILS PER PLY LM
LSTA18 LSTAIS 1235(SYP)I I I O(S P F) (7)0.148'x 3"in each end-(114)total n/a
or Y8"THREADED ROD SET 6"INTO ADHESIVE 121 ATLANTIC BEACH C.C.
PT POST(AS NOTED) LTS12 LTW12 .775(SYP (6)0.148'x 3"in each end-(12)total n/a
1665(SPF)
MSTA24 MSTA24 1640(SYP)1455(SPF) (9)0.148*x 3"in each end-(18)total n1a 0 (ST.SIMON-A)
T
DETAIL-TYPICAL HTT5 INSTALLATION M&Wi4-------------------------M&A ---------------f Por___ w'o od-------------------------------n-/-a---------------------------------------------------------------------------------
rc H6 CLIP FROM POST to
(5)Y4'x 2Vx4"Tlten,Into CMU JOB NUMBER:16.1flIg ICOUNTY:DUVAL
(USP PHD5 SIMILAR) TO BEAM (5)A*x 11/4"7iten into concrete
PT POST(AS NOTED) ----------- ----------------------------------- -------- --------------------------------------- ---------------------
MSTA30 MSTA30 2050(SYP)1820(SPF) (11)0.148"x 3!in each end-(22)total n1a SCALE:
MSTA36 MSTA36 2050(SYP or SPF) (13)0.14V x 3!In each end-(26)total n1a 11 =1 1-011(IJI.O.N.)
8
EXTERIOR BEAM ABU POST BASE MSTAM36 MSTAM36 1870(SYP or SPF) (13)0.148'x 37 into wood n/a E
(AS NOTED) I E
MONOLITHIC FOUNDATION-EXTERIOR (AS NOTED) (8)Y4*x 2Y4"riten into CMU DO NOT SCALE THIS DRAWING
THREADED ROD SET 15"INTO ADHESIVE Awl. (8)A'x 13/4"Titen into concrete A
RELEASE DATE:
PLAN VIEW AT TOP OF POST 0. THREADED ROD MTS12 or MTS20 MTW12 or MTW20 IODO(SYP)860(SPF) (7)0.148'x 3*in each end-(14)total n1a
WITH NUT SET IN MTSM 16 or MTSM20 HTWMIS or HTVVM20 awsyp) (7)0.148'x 3'into wood n/a 08-08-16
STEMWALL FOUNDATION-EXTERIOR .0 (4)Y4'x 2Y4"Titen into CMU REVISIONS:
ADHESIVE
(4)A*x 11/4'"riten into concrete
X8"THREADED ROD SET 15"INTO ADHESIVE (7"EMBEDMENT) PA51 TA51 2940(SYP or SPF) (114)0.167 x 2%'or(114)0.162"x 3%* 4'em bed
__77 SPH4orSPH6 SPTH14 or SPTIH6 680(SYP)585(SPF) (112)0.148"x 1 Vi" n1a
4 SSP RSPT6 350(SYP or SPF) (4)0.148'x 1 W into studs n1a
INTERIOR APPLICATIONS- 4 i i <
G DRAWN BY:
(3)0.14W x 1 W Into double plate
w CMF
IF EDGE DISTANCE EXCEEDS 5"USE STH014 ISTAD14 14210(SYP or SPF) (30)0.148x 3 Y4' Wernbed
4 <
XV THREADED ROD SET 8"INTO ADHESIVE Notes:
4 CHECKED BY:
Mj13 FSS
J4 1.All connectors are manufactured by Simpson Strong-Tie or LISP Structural Connectors(LI.O.N.)
11 TITLE:
2.SYP=Southern Pine-,SPF=Spruce-Pine-Fir
METAL CONNECTOR
SIDE VIEW AT BASE OF POST 3.Mono=monolithic concrete;stem=masonry stemwall or bond beam
DETAILS
DETAIL TYPICAL HDU8 INSTALLATION �F DETAIL-TYPICAL CONNECTIONS AT EXTERIOR POST 14,Anchorage refers to threaded anchors with noted diameters and embedment depths
SHEET:
7 (USP PHD6 SIMILAR)
SD-7
Ll Pil Lj
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
Top Chord Live Load 20.00 40.00 p.s.f.
Top Chord Dead Load 7.00 10.00 p.s.f.
441611
Bottom Chord Live Load 0.00 0.00 p.s.f.
141511 18' 5 1/2" 11' 7 1/2"
Bottom Chord Dead Load 10.00 5.00 p.s.f.
Total Load 37 55 P.S.f.
D01 G01 Duration Factor 1.25 1.00
E01 11411
Building Code FBC 2014 RES
Wind Standard ASCE 7-10
d 7—
C:) Wind Speed 130 m.p.h.
ci 0
W 0 Wind Usage RES. CAT 11
E03 CN ............. Building Exposure B
Building Type Closed
E02
NOTE
7' 3 1/2" 1211" It is the responsibility of the building designer or architect to
N
7 provide an appropriate connection for trusses to supporting
bo
C,e) structure per reactions shown on truss engineering. Special
I.-Wo considerations for mechanical equipment andlor plumbing (and
14
C:) IN Cn ce) N their connections) in truss space must be diagrammed by the
W 0 T- IT-,
T ------ J 7) builder an approved truss layout prior to fabticaton.
N
F14 14 anning B ing upp i s is a ss manu c rer ose
E05 H/26, ...
0 J12 J12 responsibilities are limited to ose described in 1-1995
C:) (sections 6.0 and 7.0). Accordingly, it disclaims any
LO responsibilities for the the construction design, drawings,
HTU26
E06 ---- I = J13 J 13 documents including the installation and bracing of trusses
1 00
Single 2x dger by Others - manufactured by Manning Building Supplies.
CN Attached t Floors Bottom 4-1/8"
E07 HTU26
/1 %%-.0 H01
b // M b -
Warning:
n,
E08 HTU26
Conventional framing, erection andlor permanent bracing is not
0 the responsibility of the truss designer, plate manufacturer, or
,z 1,-�W-,V
E09 HTU26 truss manufacturer. Persons erecting trusses are cautioned to
1 "l seek professional advice regarding erection bracing which is
00 0')
IMF
Q�
always required to prevent toppling and dominoing during
HT
E10 /TU26� 12 erection; and permanent bracing which may be required in
HTU26 specific applications. See "Bracing wood trusses commentary
fill J18 A-. and recommendations (BCS1 1-03) for further information.
000 C05 oo 6131/2 12 0
J05 I oe — 1' 3 1/2"
(D HT U26
2L
Trusses shall be installed in a straight and plumb position.
C04 /10o"/�l J19 (0 -
C14 Where no sheathing is applied directly to the top andlor bottom
ci
J04 iN K07 chords, they shall be braced as specified on the engineered
�b N A
I CN design. Trusses shall be handled with reasonable care duling
1 1 411 HTU26 r K06
Z�7) / erection to prevent damage or personal injury.
C) 0 06(4 11 -
J03 Al V /
JV
C) Approved truss anchor by builder. Approved truslanr or uilder.
2x4 minimum top and bottom chords. FLOOR TRUSS
HTU26 KO 5 Square cut overhangs. 3 1/Z'Ribbon
12
kZ Single 2x Ledger by Others (D N=h
Attached to Floors N 20'
A/C Chase 0 9
Bottom @ 101-118" HTU26
2' io" - 41/4
04
0 (Above)
12
5-1/2"
C*4 BRG. BRG.
2' Yl HTU26 \A/C Chase S"T& Reld Applied
—Unless noted-
(Below) otherwse.
HTU26 Typical Truss Ends Typical Truss Ends
Xz— Approved truss anchor by builder.
2x4 minimum top and bottom chords.
Square cut overhangs.
0 (0 12
J03 HTU26 N N F10
I I P
. . . . . . F071/// I
"N 1--
8-91161,
CN 00
ce) HTU2 SHOP Of�AWING REVIEW DISPOSITION 19-1
J04 HTU26 0 C:) Ce) 12
U— L
LL 0 0 Fiel I Applied ORG.
0) ATTENTION:Revie%A of shop drawings is only for conformance with It
0 the design concept i if the project and does not relieve the contractor 1'eUnless noted"
1 111, 10" from the requirements of the shop otherMse.
U26 HTU26 lqr of responsibility for ny deviation
t / / / / / .41 / / / / z I-,1 0
��/ — CD /01/ CN draMngs.Contracto,Shall determine and verify all held measurements
00 Typical Truss Ends
J
0 RETURNED FOR CORRECTION
C)V 7 APPROVED
HTU26
05 0
RETURNED WITHOUT ACTION
APPROVED
-1.U-1,',A
7777777:
Attic area (Relocat lr�o 'T—
A05 ed 11 44 here �-2
ct
,-�A /I Com
d shown on Archi e ulawk� HTU26 61911
BY DATE FILE COPY
A04
CN HU
11481 ST AUGUSTINE RD.'#202*
-M 10 1/2" JACKSONVILLE. FL 32258
or d 03
C\1 A03
or
HTU26
CN
K02
A02
0or 'r
HTU261� �
K01 Engineer of Record:
A01
01 13 FL PE #50791
Floy impson
of
J05 i
J13 J13 11481 Old St. Augustine Rd #202,
C) 0 Jacksonville, FL 32258
J04 J 4$)
0�
J12 J12
1; [211 170 01
(9
J 0
J03
it 04 co Cn 04
I --A 2� V.
K-- LO Manning Building
0 0 0
0) Supplies, INC.
0) This area Conv Framed 4-) 'X 19' 4 1/2" 7 11155 Phillips Parkway Dr. E.
All Wall Heights on this level 101-1/8" Per Architectural section Jacksonville, FL 32256
All Wall heights on this Level 0 9'1-1)'8" above 2nd F.F.
Phone: (904) 268-8225
Hanger Schedule— Fax: (904) 260-2981
Hanger Qty VMAN.MBS-CORP.COM
25@711 6' 0" 12 lilt$ HTU26 29 n a ou JAXTRUSS@MBS-CORP.COM
HTU28 1
THA426 2 Customer
Riverside Homes
Job Name:
S 0 a out Brothers Residence
LotlBlk/Subdiv
121 ABCC
Scale: Date: Drawn By: Job Number
6'
LE03
100o,A\
r14O
W
L.KO
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FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638..,.BLUELINX ON=CE:NTE=mR=LVL 1899.31 ..,BLUELINX ON=CENTER BLI=JOIST 15432,.,,BLUELINX ON=CENTER RIMBOARD 15432 1/4 V-0" 8/23/2016 JB J160407