1734 MARITIME OAK DR - STRU DRAWINGS DESIGN SPECIFICATIONS: GENERAL NOTES:
8. All concrete slabs on grade shall be the thickness as indicated on the drawings over ULSBERG
Project has been designed in accordance with the 5th Edition(2014)Florida Building 1 The scope of these plans is limited to the structural requirements 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 W1.41.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, HENGINEERING, INC.
and flashing requirements are not addressed in these plans. or fibermesh reinforcement shall be used with a minimum fiber length of-1"to 2" 11481 OLD ST.AUGUSTINE RD.,SUITE 202
2
JACKSONVILLE,FL.YZ258
DESIGN CRITERIA: complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per
P:904.886.2401 F:90�&966.4367
2. It is the intent of the Engineer of Record(Engineer)that this work be performed in cubic yard in accordance with manufacturer's recommendations.
www.HulsbergEngi7eer'm/g.com
Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type
FLO.RJ1RA C.A.N 135R: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
Art,
Building Risk Category: 11 other deleterious material.Structural fill shall be compacted to a density of at least 4p,
Wind Exposure: B(Enclosed Structure) 3. The contractor is responsible for the means and methods of construction. It is the 95%of the Modified Proctor Maximum Dry Density(ASTM D1557).Termite protection
Building Classification: Residential contractor's sole responsibility to determine the procedure,sequence,and temporary
shall be provided in accordance with applicable code requirements. If soil treatment
Building Type: Type V Construction G
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 vNI
Wind-Borne Debris: NOT located in the wind-borne debris region construction. is completed.
0
noted,project site considerations shall be the responsibility of the 4. The contractor shall verify all conditions and dimensions at the job site prior to
Unless otherwise 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall b
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commencing wo
owner and/or contractor. Examples of such items include,but shall not be limited to, rk. compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density A a!E 44-
determination of grade elevations,drainage features,and special requirements (ASTM D1 557)for a depth of at least two feet(Z-O")below the bottom of the footing.
associated with FEMA flood hazard and/or DEP zones. 5. The contractor shall supply,locate,and build into the work all inserts,anchors,angles, %
plates,openings,sleeves, hangers,slab depressions,or other components as may be %% PL 0
11. The following minimum concrete cover shall be provided for reinforcement:
required to attach and accommodate other work. '�;,�,p
DESIGN DEAD LOADS: 3" Concrete cast against and permanently exposed to earth PA
7"", $s
2" Concrete exposed to earth or weather ON,PE
6. All details and sections shown on the structurai drawings are intended to be typical fill
Floors: 1 '/2"Concrete not exposed to earth or weather ""1111W No.50791
The design floor dead load of 12 psf assumes a floor system utilizing wood decking or and shall be construed to apply to any similar situation elsewhere in the work except COWENTS:
wood subflooring over wood truss,wood I-joist,or solid sawn lumber framing. The floc r 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: us
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 s�ruclural
#5 bars: 26"minimum Z
drawings and any drawings prepared by others prior to commencing work.
Roofs: #6 bars: 32"minimum Z
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Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) -M
Concrete or Clay Tile: 15 psf 8. It is the owner's and/or contractor's responsibility to obtain a�,oi�s exploration rpport, 13. Reinforcement in footings shall be bent around corners or corner bars shall be used.>0 IL
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Refer to Architectural Plans for Roof Covering System 2 - 0
The design of the project structure assumes an allowable s,-:1 bearing capacity of
2000 psf. The Engineer shall be notified if soil conditions encount-ared difter trom,the 0 0 M Z
14. The contractor shall provide spacers,chairs,bolsters,etc.,necessary to support 0 0 ic
DESIGN LIVE LOADS: noted assumptions. All requirements for site preparation and soil conlipaction Mn
reinforcing steel.Support items which bear on exposed concrete surfaces shail have
specified in the soils report shall be followed unless more stringent.reqijireniE-�Its are 0
ends which are plastic tipped or stainless steel. W 0
Floors: specified in these plans. Z Z
0 0 4c
Exterior Balconies: 40 psf MASONRY: M ma
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 Requirnments for um 0 U. a
0
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 cc
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Masonry Structures,"ACI 530-11,and Specifications for Masonry Structures,"ACI IL
Attics: 2. All concrete shall have the following minimum compressive strengtoll at 28 days.-
530.1-11 UJ us
Without Storage. 10 psf Slabs on grade,footings,'and misc.concrete: f c=2500psi
72 LU
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
FE
With Storage: 30 psf(fixed stair access) Designated radon zones only-all concrete: f c=3000psi 2000 psi per ASTM C 1019.Grout shall be mixed to provide a slump between 8"to 11
4C
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,organ�lc
material or other substances that are deleterious to concrete or stee!reinforcernent- Concrete Masonry(CMU):
PROJECT:
Walls:
113 ATLANTIC BEACH C.C.
Wind loads with plaster or stucco finish: L/360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise notad on the
1 Concrete masonry units(CMU)shall be ASTM C90-1 1 B, Hollow Load-Bearing
Z
Wind loads with other brittle finishes: L/240 structural drawings.All reinforcing details shall conform to"Details and Detailing of Concrete Masonry Units,normal weight,with a minimum compressive strength of (KEY LARGO-BL
Wind loads with flexible finishes: L/1 20 or L/1 80* Concrete Reinforcement,"ACI 315,unless detailed otherwise on the StruCtural 1900 psi(f m=1500 psi). 2 JOB NUMBER: COUNTY:
L/1 80 for exterior walls with interior gypsum board finish. drawings. - DUVAL
SCALE:
Floors: 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following y1f
8 =V-0"(I.I.O.N.)
Live Load: L/480* 7. Tolerances for foundation and slab alignment as well as placement of reinforcement minimum lengths: E
F=
0 DO NOT SCALE THIS DRAWING
Total Load: L/240* shall be in accordance with"Standard Tolerances for Concrete Construction and #4 bars- 20"minimum
RELEASE DATE:
Increased floor stiffness may be required by floor covering manufacturer Materials,"ACI 117. Footing or slab adges may be up to 1/2"inside of the sill plate. #5 bars: 25"minimum
12-0-9-16
#6 bars: 30"minimum REVISIONS:
Roofs:
Live Load: L/240 3. Grout all cells containing vertical reinforcement in 5-0"maximum lifts.
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Total Load: L/1 80
DRAWN BY:
4. Provide cleanouts per ACI 530.1-11 in the bottom course of masonry when the wall JCG
height exceeds 5'-0".
CHECKED BY:
MJB/FSS
5. Beam reinforcement shall be continuous across control joints.
TITLE:
GENERAL NOTES
SHEET I of 2
SHEET:
S
Clay Masonry(Brick): 13. Fasten plies of 1 3/4"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 1/4"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 1/4"nails @ 8"o.c.(each side) 6 HENGINEERING, INC.
4-ply beams with(2)rows of Simpson 6 1/4"long SDW screws @ 12"o.c. pressures indicated below and shall be installed in accordance with the manufacturer's ws
requirements. 11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILL .32258
2. Brick veneer shall be anchored with approved ties spaced no more than 16"o.c. STRUCTURAL STEEL: E
P:904.886 2401 FP04 260 4367
vertical and 16"o.c.horizontal. Additional ties shall be provided around all wall ineering.com
www.HuIsbergV9
openings greater than 16"in either direction,and shall be spaced no more than 6" 1 Structural steel shall conform to AISC Specifications for Design and Fabrication and
75
,,"0 IDA C.WNUMBER:25846
O.c.and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions).
a.Welded Connections: AWS D1.1
3. Strand wire veneer ties shall not be less in thickness than No.9 gage wire and shall b.Structural Steel plates: ASTM A36(Fy=36 ksi)or ASTM A572(Fy=50 ksi)
have a hook embedded in the mortarjoint. Sheet metal ties shall not be less tharl No. c.Structural Steel W-shapes: ASTM A992(Fy=50 ksi) WIND PRESSURES ON WINDOWS, DOORS &
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22 gage by 7/8"corrugated and fastened with 1 %"galvanized roofing nails. d. Structural Steel Angles and Channels: ASTM A572(Fy=50 ksi) 0
SOFFITS (psf) 0
Adjustable or strand wire veneer ties shall be used at CMU walls. e. Structural Steel Rectangular HSS or Tubes: ASTM A500(Fy=50 ksi) 4P 16
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f. Structural Steel Round HSS or Pipe: ASTM A500(Fy=46 ksi)or
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4. Unless otherwise noted on the plans,a steel angle L4x4x1/4 shall be used for ASTM A53(FY=35 ksi) AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE (4)
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supporting brick veneer over openings. This angle will not be required for arched
windows where brick is self-supporting. If the length of the opening exceeds 6'-C"then 2. All structural steel connections and fabrications shall comply with AISC specifications. Pos Neg Pos Neg 4Z Z-
the steel angle shall be attached to the wood framing with Y8"x 3"lag screws @ 12" %
0 to 20 sf 18.3 -24.5 18.3 -19.8 4 4b*�
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.
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20.1 to 50 sf 17.5 -22.8 17.5 _19.11, 0
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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 ON,PE
shall not be used. 100.1 to 200 sf 15.5 -19.1 15.5 -17.1 o.50791
COMV`ENTS: V
1 All wood framing has been designed in accordance with"National Design Specificatior 200.1 to 500 sf 14.71 -17.41 14.71 -16.3
-tight"condition-u.o.n.
(NDS)for Wood Construction,"2012 edition. 5. Bolts shall be installed to the"snug Soffit Design Pressure 1 18.31 -24.51 18.31 -19.9
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.
4. If ACQ treatment is used on any wood member,then all nailing shall require HARDWARE AND ANCHORS: TYPICAL EDGE STRIP(5)
hot-dipped galvanized nails meeting ASTM Al 53,Class C,or ASTM B695,Class 50. a 5.0' 0
If borate treatment is used then galvanizing is not required. 1. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie,
United Steel Products(USP), or Engineer approved equal. ................
5. Prefabricated wood trusses shall comply with NDS and"National Design Standard for 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
F 1554,Grade 36.
6. All trusses shall be designed by the Truss Manufacturer's registered Engineer.
3. All metal connectors and hardware which are exposed to the exterior or in contact
7. The Truss Manufacturer shall submit shop drawings and design notes with a with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per
registered Engineer's seal for approval.Design notes shall include the rated load ASTM Al 53,Class C,or ASTM B695,Class 50.
OFFICE COPY
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
8. Jobsite handling and erection,including temporary bracing,during installation of adhesive. p CLIENT:
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
S 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
113 ATLANTIC BEACH C.C.
Connection Schedule. system.
(KEY LARGO
JOB NUMBER:
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 C UNTY:
16-1621 DUVAL
detail as shown in the structural drawings. manufacturer's requirements. SCALE:
10 8 =V-10"(U.O.N.)
E
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
o DO NOT SCALE THIS DRAWING
be provided by others. Manual,"and the manufacturer's requirements.
RELEASE DATE:
12-09-16
12. Engineered lumber(LVL, Parallam or LSL)shall meet the following minimum ma erial 4. Standing seam metal roofs shall comply with ASTM E 1514 and be instalied 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:
T
Fb=2,600 psi Fb=2,325 psi and valley material. JCG
Fc=750 psi Fc=900 psi CHECKED BY:
Fv=285 psi Fv=310 psi MJB FSS
TITLE:
GENERAL NOTES
SHEET 2 of 2
21
_' SHEET:
S-2
501-011
T-1 ll� ULSBERG
37'-1 1 12'-1 2 ISTEMWALDL
ENGINEERING, INC.
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11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL lt258
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PROJECT:
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............................ LOCATIONS(SEE DETAIL T ON SD-2)
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113 ATLANTIC BEA
......................
= (KEY LARGO-B)
.................... DENOTES TWO STORY
JOB NUMBER: COUNTY:
FOOTING CONDITION
16-1621
CIO DUVAL
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—SCALE:
C14 11
Lu cl� =l'-O"(IJI.O.N.)
C141 11-- 5 &4 X8
Ic/) co CONTRACTOR SHALL VERIFY ALL DIMENSIONS
DO NOT SCALE THIS DRAWING
USING FINAL APPROVED FLOOR PLAN PRIOR
"',,-30"x 30"x 12"PAD FOOTING
RELEASE DATE:
WITH(3)#5 EACH WAY TO CONSTRUCTION
I I --- — 12-09-16
(TYPICAL) REVISIONS:
SEE DETAIL"E"ON SD-1
. . . . ...................
DRAWN BY:
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91-6" ---.,9'-0" 9'-8" J 2'-1011_i_ 191-01, JCG
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CHECKED BY:
U) 501-011 MjB FSS
TITLE:
FOUNDATION PLAN
FOUNDATION PLAN
SHEET:
S-3
EIGHT WALL SHEATHIII:N:G]�� NOTES: ULSBERG
ENGINEERING, INC.
SPF No.2
1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6 6 H
c� 11481 OLD ST.AUGUSTINE RD.,SUITE#202
STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 10--1 U.O.N. JACKSONVILLE,Ft.12258
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2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WIT
(2)2x6 H:ADER 2)2x6 BUILT-UP FLO41DA C.A/INUMUER:25846
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2J 2K AOST(MIN.) SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 10'-1 U.O.N.
'BRITTLE"(STUCCO)-U.O.N.
3) THE FIRST FLOOR EXTERIOR WALL FINISH IS'
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BETWEEN FLOORS AT ALL POSTS
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3: ........ NON-BEARING WALL
BETWEEN FLOORS
BEARING WALL
SOLID BUILT-UP
SW-6
CORNER(MIN.�_��
SHEARWALLS FASTENED WITH
x 2Y')NAILS @
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6"O.C.ON EDGES AND 12"O.C.
(2)1 Y4"x 11 Y4"LVL
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ON INTERMEDIATE SUPPORTS
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SW-3
SHEARWALLS FASTENED WITH
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8d COM(0.131"x 2X-)NAILS @
3"O.C.ON EDGES AND 12"O.C.
((-22)2x`10 HEADERI ALLOON FRAME WALL ON INTERMEDIATE SUPPORTS
CLIENT:
w/2x6 STUDS @ 8"O.C.
2J lK
cc RIVERSIDE HOMES
SHEATH BOTH SIDES OF WALL
AT INDICATED SHEARWALL
PROJECT:
NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"AND
113 ATLANTIC BEACH C.C.
SHALL BE NAILED @ 3"O.C.TOP AND BOTTOM PER
SW-3 SW-3 TW-3
�E rE DETAILS"A"&"B"ON SHEET SD-3-U.O.N.
SD-7 S�-7 (KEY LARGO-B)
110IN
(2)2x8 HEADER WOOD FRAMED HEADER LEGEND: JOB NUMBER: TY:
16-1621 DUVAL
2K SIZE SCALE: 1'-0"(U.O.N.)
OF HEADER X8
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DO NOT SCALE THIS DRAWING
(2)2x HEADER RELEASE DATE:
NOTE: 12-09-16
i K
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(2)Zxl 2 TREATED PORCH REVISIONS:
EACH FRONT POST SHALL BE TREATED
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6x6 POST ON ABU66-Z POST BASE BEAM(TYPICAL=)-= GARAGE DOOR NOTES QUANTITY QUANTITY
STRAP POST TO EACH BEAM ABOVE OFJACKS OF KING STUDS
1. INSTALL Ll)MSTA30 STRAP AT EACH END
WITH(1)H6-Z CLIP OR(1)MSTA24-Z
DRAWN BY:
OF GARAGE DOOR HEADER.NAIL STRAP
TYPICAL ALL POSTS-(U.O.N.) NOTE: JCG
INTO HEADER AND JACKS BELOW. �lv
SEE DETAIL"If"ON SHEET SD-7 -A CHECKED BY:
ALL WOOD FRAMED LOAD BEARING HEADERS -5
MjB FSS
SHALL BE MINIMUM(2)2XI6 No.2 OR BETTER
2. EMBEDDED STRAP AT EACH END OF GARAGE TITLE:
WALL LAYOUT-FIRST FLOOR
DOOR OPENING SEE DETAIL'F"ON 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
_5� SHEET:
MINIMUM DESIGN PRESSURE OF 18.4 psf LOAD BEARING HEADERS SHALL BE INSTALLED
WITH MINIMUM(1)JACK AND(1)KING STUD.(U.O.N.) E S-4
1, HULSBERG
ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLfe-FL.32258
P:904.886.2401/l 904.260,4367
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FLkRIDA C.A.NUMBER:25846
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No.50791
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ANCHOR BOLTS 24"O.C. (BELOW DOUBLE PLATE) COMMENTS:
-(2)ROWS OF 0.131 x 3
/,,HTT5 NAILS @ 12"O.C.
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HOLDOWN HOLDOWN ALTERNATE:MSTA24 STRAP
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DETAIL-THREADED ROD AT 90 DEGREE CORNER
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LSTA1 CLIENT:
3 EACH—, HOLDOWN
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RIVERSIDE HOMES
-----END OF HEADER
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PROJECT:
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113 ATLANTIC BEACH C.C.
1E (KEY LARGO-B)
TT5'
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HOLDOWN JOB NUMBER: COUNTY:
16-1621 DUVAL
0
SCALE: Y811 =1'-1(U.O.N.)
DO NOT SCALE THIS DRAWING
RELEASE DATE:
1 -09-16
2
REVISIONS:
NOTE: THREADED ROD LEGEND:
d
EACH FRONT POST SHALL BE TREATED'_____j'1 Y8"THREADED ROD FROM -S
il POST ON ABU66-Z POST BASE FOUNDATION TO DOUBLE PLATE.
STRAP POST TO EACH BEAM ABOVE (4"MINIMUM EMBEDMENT REQUIRED) DRAWN BY: JCG
GARAGE DOOR NOTES
WITH(1)H6-Z CLIP OR(1)MSTA24-Z CHECKED BY:
TYPICAL ALL POSTS-(U.O.N.) 1. INSTALL(jj MSTA30 STRAP AT EACH END Y,"THREADED ROD FROM MJB/FSS
SEE DETAIL 7"ON SHEET SD-7 TIE-DOWN LAYOUT-FIRST FLOOR OF GARAGE DOOR HEADER.NAIL STRAP FOUNDATION TO UPPER TITLE:
.G TIE-DOWN LAYOUT
INTO HEADER AND JACKS BELOW. FLOOR DOUBLE PLATE.
(4"MINIMUM EMBEDMENT REQUIRED) FIRST FLOOR
2. EMBEDDED STRAP AT EACH END OF GARAGE 21
SHEET:
DOOR OPENING SEE DETAIL"F"ON SDA HOLDOWN(AS NOTED)
INSTALLED AT SILL PLATE
S-5
EIGHT WALL SHEATHIN!� NOTES: ULSBERG
HENGINEERING, INC.
11481 OLD
1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6SPF N0.2 ST.AUGU�TINE RD.,SUITE#202
Jj Yt.LE,FL.32258
STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-1/48"-U.O.N.
P:904.886.Z401 F:904.260.4367
,,,��w.Hul�iergEngjneenngxom
2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH2x4
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SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9--1 Y8"-U.O.N. wtz
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3) THE SECOND FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. OF
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NOTIFY ENGINEER OF ANY VARIATIONS.
cc
140
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THREADED ROD LEGEND:
SSP CLIP TOP @ 32"O.0 SSP CLIP TOP&BOTTOM @ 32"O.C. Y8"THREADED ROD FROM SIMPSON,PE
FOUNDATION TO DOUBLE PLATE. FL PE No.50791
WITH CS16 STRAP BETWEEN AND X"x 4 Y2"SDS SCREWS INTO (4"MINIMUM EMBEDMENT REQUIRED) 0MMENTS:
FLOORS @ 32"O.C. FLOOR TRUSS BELOW @ 24"O.C.
Y,"THREADED ROD FROM
FOUNDATION TO UPPER
N FLOOR DOUBLE PLATE.
SD-5 (4"MINIMUM EMBEDMENT REQUIRED)
T 'AL ALL
YPICAL ALL
EXTERIOR WINDOW AND HOLDOWN(AS NOTED)
DOOR OPENINGS INSTALLED AT SILL PLATE
7
SHEARWALL LEGEND:
(2)2x8 HEADER '_--�2)2x6 BUILT-UP
F
J
2J 2K POST(MIN.)
NON-BEARING WALL
...........
(2)CS16
BETWEEN
BEARING WALL
FLOORS
.. ........
.. ......... . SW-6
SHEARWALLS FASTENED WITH
8d COM(0.131"x M")NAILS @
.......................... . 6"O.C.ON EDGES AND 12"O.C.
............................ . .......
ON INTERMEDIATE SUPPORTS
—SW-3—
. . . . . . SHEARWALLS FASTENED WITH OFFICE COPY
8d COM(0.131"x M")NAILS @
(2)CS16 3"O.C.ON EDGES AND 12"O.C.
BETWEEN ON INTERMEDIATE SUPPORTS
FLOORS CLIENT:
-BALLOON FRAME WALL RIVERSIDE HOMES
(2)2x6 HEADER 2)2x6 HEADE CE2jx8 HEADE w/2x6 STUDS @ 8".O.C. SHEATH BOTH SIDES OF WALL
2J 2K 2J 2K 2 2K AT INDICATED SHEARWALL
PROJECT:
"AND L
SHALL BE NAILED @ 3"O.C.TOP AND BOTTOM PER 113 ATLANTIC BEACH C.C.
SW-3
E
�W-3t!� . .
rE DETAILS"A"&"B"ON SHEET SD-3-U.O.N. (KEY LARGO-
SD-1
-> :�__---�2)CS 16 STRAP JOB NUMBER:
2)CS 16 STRAP/`- WOOD FRAMED HEADER LEGEND:
BETWEEN FLOORS 16-1621 lcOU":DUVAL
BE' EEN FLOORS
ALIGNED w/ SIZE SCALE:
—ALIGNED w/ m:1 11 =V-0"(IJI.O.N.)
X HOLDOWNS BELOW OF HEADER Y8
0 HCLDOWNS BELOW E
DO NOT SCALE THIS DRAWING
0
q-
(2)2x HEADER RELEASE DATE:
12-09-16
NOTE:--- 2x12 PORCH REVISIONS:
_LKAM:(LYPLQ_AQ_: QUANTITY/ \QUANTITY
- Q_.
... .. .....
EACH BALCONY POST SWE—LBE
TREATED 44 POST STRAPPED TO OFJACKS OF KING STUDS
GUARDRAIL BY BUILDER
FRAMING BELOW WITH MSTA36-Z STRAP
DRAWN BY:
STRAP POST TO EACH BEAM ABOVE NOTE: JCG
WITH(1)H6-Z CLIP OR(1)MSTA24-Z ALL WOOD FRAMED LOAD BEARING HEADERS CHECKED BY:
NOTE: MJB FSS
THIS OPEN PORCH CEILING WALL LAYOUT-SECOND FLOOR SHALL BE MINIMUM(2)2X6 No.2 OR BETTER TITLE:
SYP.ALL EXTERIOR HEADERS SHALL BE WALLLAYOUT
REQUIRES A MINIMUM X8"SHEATHING
FASTEN WITH 6d COM OR BOX INSTALLED WITH MINIMUM(2)JACKS AND SECOND FLOOR
NAILS AT 6"O.C.ON EDGES (1)KING STUD AT EACH HEADER.ALL INTERIOR
SHEET:
AND 12"O.C.IN THE FIELD LOAD BEARING HEADERS SHALL BE INSTALLED
WITH MINIMUM(1)JACK AND(1)KING STUD.(U.O.N.) S-6
. HULSBERG
ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD,,SUITE#202
JACKSONVILLE,FV12258
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01
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Jol- -
FL
0 2*9
jol
TRUSS CONNECTOR SCHEDULE
Jol
Jol N,PE
TRUSS ID LEFT INTERMEDIATE RIGHT
ssl 0791
A13 HTS24
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HTS24
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NAILS @ 16"O.C.
(EACH STUD i INTERSECTING
TRUSS WEB) 01
Jol
F01 Lb, . ....... ..
HTS24 AT . ..... Jol ALL OTHER TRUSSES H2.5T OR H2.5T OR H2.5T OR
F02
TRUSS (ROOF) SDWC 15600 SDWC 15600 SDWC 15600
NAIL INTO SOLI F02
D—. Jol
C
BLOCKING BEHIND F02
cm — NOTE:
HANGER AT GIRDER ....
Jol
F02 1)ALL TRUSS CONNECTORS ARE BASED ON
UPLIFTS COMPUTED BY ENGINEER OF RECORD
F02 �—Jol
UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
J02 SHALL BE DISREGARDED
F02
J03 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM
F02 SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER
F
J04
DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR
F02
F03 7N CONTRACTOR
APPROVAL BY THE ENGINEER OF RECORD AND THE
HTS24 AT2'
F04 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED
TRUSS
F05 . ...... AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR
APPROVAL OF THE ENGINEER OF RECORD
OFFICE COPY
F05
.. ...... 4)HTS24/HTS30 STRAPS MAY BE INSTALLED ON THE
F05 ...... INTERIOR SIDE OF WALL
CLIENT:
F05
...... 5)REFER TO MANUFACTURER'S INSTALLATION DETAILS RIVERSIDE HOMES
F05 WHEN USING SDWC SCREWS
PROJECT:
F06
113 ATLANTIC BEACH C.C.
(KEY LARGO�BL
COUNTY:
LUS210- —2xlO w JOB NUMBER:
HANGER Ot. (2)Y4"x 3Y2"SDS SCREWS 16-1621 DUVAL
(TYP.) 2xlO'*RE JED F-OC R J DIS-S 1 INTO EACH STUD or INTERSECTING SCALE: Y811 =V-0"(I.I.O.N.)
(TAPE R UP TO Y2"FOR DRAINAGE) TRUSS WEB(16"O.C.MAX)
DO NOT SCALE THIS DRAWING
RELEASE DATE:
12-09-16
t— L 1-1
DRAWN BY:
JCG
�TREATED RIM BOARD
CHECKED BY:
(TYP.) :E MJB/FSS
TITLE:
LOWER ROOF LAYOUT
LOWER ROOF LAYOUT
SHEET:
S-7
Fd
. HULSBERG
ENGINEERING, INC.
ST.AUGUSTINE RD,,SUITE#202
11481 OLD
NVILLE,FL.32258
F.904.88 .2401 F:9#4.260.4367
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NOTE:
H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR Lu
CC
SIDE OF THE WALL
TRUSS CONNECTOR SCHEDULE j
TRUSS ID LEFT INTERMEDIATE RIGHT
LF E
00 rl- t- 00 0) 0 1 B01 HTS24 HTS24
C1 C)
0 0 0 0 0 Oc> CD 0 0 0
-hill 111111%
H2.5T OR
B14 HTS24
SDWC 15600
11 i H I
ilo ilo
B19 MTS12 MTS12
J09
H2.5T OR H2.5T OR H2.5T OR
SDWC 15600 SDWC 15600 SDWC 15600
J09 ALL OTHER TRUSSES
JOB
HTS24 AT ��-HTS24 AT
TRUSS NOTE:
TRUSS --gol
B02 1)ALL TRUSS CONNECTORS ARE BASED ON
UPLIFTS COMPUTED BY ENGINEER OF RECORD
B05 - co �-806
B07 UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
SHALL BE DISREGARDED
B08 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM
B09 SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER
DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR
810 APPROVAL BY THE ENGINEER OF RECORD AND THE
CONTRACTOR
Ell
3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED
1312
OFFICE COPY
AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR
51
..... .. . ........
B13 APPROVAL OF THE ENGINEER OF RECORD
. ...... ---HTS24 AT
. ...... TRUSS 4)HTS24/HTS30 STRAPS MAY BE INSTALLED ON THE
CLIENT:
INTERIOR SIDE OF WALL
B15 ill RIVERSIDE HOMES
"No
5)REFER TO MANUFACTURER'S INSTALLATION DETAILS
B16
PROJECT:
....................... .........
1317— 113 ATLANTIC BEACH C.C.
(KEY LARG -
B18 15, JOB NUM13ER: COUNTY:
MTS1 2 AT-- --MTS 12 AT DUVAL
---al 9 TRUSS
SCALE:
TRUSS
X811 1'-0"(I.I.O.N.)
J08
J08
DO NOT SCALE THIS DRAWING
J09 J09 RELEASE DATE:
4-- 12-09-16
REVISIONS:
j 10
—jlo
t07(j)
DRAWN BY:
01) 0')
'o 0 0 0 �? JCG
117
CHECKED BY:
MjB/FSS
TITLE:
UPPE!R ROOF LAYOUT UPPER ROOF LAYOUT
LZ
21
SHEET:
S-8
...........
.IHLS.- BERG
GINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
P:904.886.2401 F 904.260.4367
LZ
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pering.com
FtOHA C.A.NUI&ER:25846
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11-811
OVERHANG 34.4-1
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AN
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OVERHANG EXTEND RAFTER PAST DIAGONAL 0 S @ 8-O.C.
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0.1 20"x 3"RING SHANK IN Lu
0. a 1 7,3 NAILS @ 81,O.C._�,
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STAGGERED ACROSS OVERHANG AREA
ROOF SHEATHING\ PILL IN ERSECTING MEMBERS <0
INCREASE NA SIZE TO THROU�111 TRUSS INIO RAFTER lx6 T&G DECKING
IL SIZE TO
0.120"x 3"RING SHANK IN FROM OPPOSITE SIDES OF NOTCH
OVERHANG AREA OMME�Tf 01111simull"Ll"'I
lx6 T&G DECKIN RE-ENGINEERED TRUSS
2x6 RAFTER SISTERED TO SIDE EARING WALL
OF TRUSS.LOWER RAFTER TO
ALIGN WITH BOTTOM OF T&G ELEVATION
PRE-ENGINEERED TRUSS (i.e.RAFTER IS NOT CUT OR
2x6 RAFTER SLOTTED INTO GAP' -BEA RING WALL NOTCHED)
BETWEEN CORNER HIP JACKS
LOWER RAFTER TO ALIGN WITH ELEVATION
BOTTOM OF T&G
,,2x6 RAFTER SLOTTED INTO GAP 2x6 RAFTER SISTERED TO SIDE
RNER HIP JACKS OF TRUSS.
BETWEEN CO LOWER RAFTER TO 1.5
R TO ALIGN WITH 2
LOWER RAFTE ALIGN WITH BOTTOM OF T&G
BOTTOM OF T&G (i.e.RAFTER IS NOT CUT OR NOTCHED) 9
-BEARING WALL
PRE-ENGINEERED TRUSS �2
v%
PRE-ENGINEERED HIP TRUSS
OFFICE COrY
T
7_7717BEARING WALL
PLAN VIEW
CLIENT:
RIVERSIDE HOMES
PLAN VIEW
RAFTER TAIL DETAIL
PROJECT:
A CORNER HIP RAFTER DETAIL
113 ATLANTIC BEACH C.C.
S-9
(KEY LARGO B)
COUNTY:
JOB NUMBER:
16-1621 DUVAL
SCALE:
V-0"(U.0,N.)
DO NOT SCALE THIS DRAWING
2x8 or 2x6 RELEASE DATE:
12-0946
REVISIONS:
DRAWN BY:
2xl2 ____2xl2
di JCG
CHECKED BY:
.131"x 3"NAILS MJB/FSS
___0 I TITLE:
� O.C.
@ DETAILS
,-2x8 or 2x6
E SHEET:
BOX BEAM S.9
C
S-9
BRICK VENEER WITH 1"AIR SPACE
AND WALL TIES BRICK VENEER WITH 1"AIR (1)#5 CONT. ULSBERG
SPACE AND WALL TIES ENGINEERING, INC.
CONT.FLASHING;PROVIDE WEEP HOLES H
FILL JOINT WITH ELASTOMERIC SILL PLATE
El @ 33"O.C. CONT.FLASHING;PROVIDE SILL PLATE---\ !nl lzt 11481 OLD ST.AUGUSTINE RD.,SUITE#202
JOINT FILLER
JACKSONVILLE,FL.32258
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SILL PLATE WEEP HOLES @ 33"O.C.
CONCRETE SLAB P:904.886.2401 F 9011.2p�4367
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8"CMU STEMWALL WITH(1)#4 48"O.C.
FILL CELL SOLID AT EACH#4 REBAR.
Gap
AND IN EACH CORNER. ED :z
SE
HOOK REBAR 12"INTO UPPER COURSE
FILL CELL SOLID AT EACH#4 REBAR. 6 0 \\/\�" /I \ \�
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0. OF BLOCKS AND 6"INTO FOOTING.
HOOK REBAR 12"INTO SLAB AND 6"INTO
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FOOTING.
TWO STORY-(2)#5 CONT.
6 1-4
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V-8" ONE STORY-(2)#5 CONT. LL \40:.,. -he I i
ONE STORY-(2)#5 CONT. V-5" ONE STORY- 3�#5 CONT.
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V-8" TWO STORY-(3)#5 CONT. TWO STORY-(3)#5 CONT.
TWO STORY-(3)#5 CONT.
SECTION-STEMWALL AT GARAGE FLOY
SECTION-STEMWALL WITH BRICK SECTION-MONOLITHIC WITH BRICK rD SECTION-MONOLITHIC AT GARAGE
(—A
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT F L
1,,ID�-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS.
ss
CONCRETE SLAB
SILL PLATE—,
CONCRETE SLAB 04 SILL—,
own
'LATE —CONCRETE SLAB
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So GRADE-\
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1)ffD CON
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AND IN EACH CORNER. �xx
ADD 8"x 16"CMU TO INSIDE OF
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FILL CELL SOLID AT EACH#4 REBAR.
STEMWALL AT POST LOCATION
V,
HOOK REBAR 12"INTO SLAB AND 6"INTO
WITH(1)#4 VERTICAL IN EACH
/x
FOOTING.
-(2)#5 CONT. (AS NOTED) REINFORCEMENT(AS NOTED)
1,-0,, ONE STORY
V-8" i ONE STORY-(2)#5 CO T. I i -
'4' TWO STORY-(2)#5 CONT. AS NOTED REINFORCEMENT(AS NOTED)
T-8" TWO STORY-(3)#5 CONT.
SECTION STEMWALL SECj'ION MONOLITHIC rE SECTION-PAD FOOTING AT PORCH STEMWALL SECTION-PAD FOOTING AT THICKENED EDGE- py
'\�Dl "i OFFICE CO. .
1\ NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT r�7
ENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT &
ENGINEER FOR ADDITIONAL REQUIREMENTS.
T
BRICK VENEER WITH 1"AIRSPACE ALTERNATE:MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAIL R ON SHEET SD-2)
AND WALL TIES CLIENT:
CONT.FLASHING;PROVIDE WEEP HOLES RIVERSIDE HOMES
STHD14 STRAP NAILED TO
@ 33"O.C. BRICK VENEER WITH 1"AIR SPACE GARAGE DOOR POST.
GROUT AIR SPACE BELOW FLASHING AND WALL TIES C/) <
0� —PA51 STRAP NAILED TO GARAGE PROJECT:
_j EMBED STRAP INTO FOOTING
;Fc U) DOOR POST.BEND STRAP INTO 113 ATLANTIC BEACH C.C.
El, z U- AS SHOWN.
(1)#5 CONT. CONT.FLASHING;PROVIDE WEEP OF FOOTING AS SHOWN.
SILL PLATE HOLES @ 33"O.C. 0 < : (KEY LARGO
FILL JOINT WITH ELASTOMERIC CNJ 6"MIN. -0 <, I
af
GROUT AIR SPACE BELOW FLASHING OUNTY:
JOB NUMBER:
JOINT FILLER 16-1621 DUVAL
HEIGHT OF CURB VARIES(8"MAX 7, w 7CALE:
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Z 0 811
PLATE — A-- y =V-0"(U.O.N.)
CONCRETE SLAB z —#4 WITH 6"HOOK INTO FOOTING < 0
Lu E
AND BENT 12"MINIMUM INTO DO NOT SCALE THIS DRAWING
GRADE- �,�CONCRETE SLAB C.RADE-
�X' THICKENED EDGE. RELEASE DATE:
U)
12-09-16
8"CMU STEMWALL WITH(1)#4 48-O.C. <b :z 0 GRADE REVISIONS:
AND IN EACH CORNER.
C? 00
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FILL CELL SOLID AT EACH#4 REBAR. �GRADE
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HOOK REBAR 12"INTO UPPER COURSE
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TWO STORY-(3)#5 CONT. CHECKED BY:
m
V-8" ONE STORY (2)#5 CONT. JB FSS
NOT
b"MIN"
-i '. TITLE:
TWO STORY (3)#5 CONT. REINFO E EN I lal RE u E
l'-8"
TO PASS THROUGH SLOTS IN STRAP, FOUNDATION DETAILS
SHEET I of 2
SECTION-STEMWALL AT GARAGE WITH BRICK ION-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
(2)MSTAM36-Z STRAPS ULSBERG
MONOLITHIC FOOTING
ENGINEERING, INC.
NAIL EACH STRAP TO CRIPPLE STUD H
WITH(13)1 Od COM NAILS l;6 11481 OLD ST.AUGUSTINE RD.,SUITE#202
c:
8"CMU STEMWALL
3"MAXIMUM OVERHANG Q_ JACKSONVILLE,FL.32258
P:904.886.2401 F:9,04,260.4367
(OPTIONAL) FASTEN STRAP TO FOUNDATION Lil
FORM EDGE
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PLAN VIEW ,---CONCRETE SLAB WALL WITH(8)X"x 2 X"CONCRETE
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(8)Y4%1 X"CONCRETE
SCREWS INTO CONCRETE.
x
CONCRETE SCREWS SHALL BE
Rol'.
POWERS"TAPPER"WITH PERMA-SEAL
"(1)#5 CONT.
(1)#4 CONT. GRADE
FINISH OR EQUAL. *41
6"MIN. X
AN
8"CMU STEMWALL WITH(1)#4 @ �4s E
<
HEIGHT OF CURB VARIES AND IN EACH CORNER. STRAP SHALL BE COVERED WITH
SILL SILL-- (1)#4 CONT. x iRl
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SIDING OR STUCCO
C14 C) FILL CELL SOLID AT EACH#4
PLATE CONCRETE SLAB PLA I E
HEIGHT OF CURB VARIES(8"MAX.)
R.HOOK REBAR 16"INTO _-j
6"NIIN.� NOTE:
PORCH SLAB AND 6"INTO U-
THIS DETAIL MAY BE SUBSTITUTED FO
GRADE-
C) Ud
CONCRETE SLAB FOOTING.
we
EITHER THE PA51 STRAP(STEMWALL) k, Z
GRAD j
(2)#5 CONT. OR
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P
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SECTION-PORCH STEMWALL R� DETAIL- EMBEDDED STRAP ALTERNATE #fell;
FILL CELL SOLID AT EACH#4 REBAR. L
,�x
-2 2
HOOK REBAR 12"INTO SLAB AND 6"INTO �D NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
FOOTING. ENGINEER FOR ADDITIONAL REQUIREMENTS.
V-0" ONE STORY-(2)#5 CONT.
11-13" ONE STORY-(2)#5 CONT. 1'4' 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)
�D2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT CONCRETE SLAB
ENGINEER FOR ADDITIONAL REQUIREMENTS. 5
00
0
FILL CUT WITH 1"DEEP xY8"WIDE SAW
ELASTOMERIC CUT AT DENOTED
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FILLER CATIONS.
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#5 CONT.
CONCRETE SLAB GRAD
SILL—i�
CONCRETE SLAB 8"CMU STEMWALL WITH(1)#4 @
PLATE \/48"O.C.AND IN EACH CORNER.
FILL CELL SOLID AT EACH#4
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REBAR.HOOK REBAR 16"INTO
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0
PORCH SLAB AND 6"INTO OFFICOOM COPY
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77 FOOTING.
CONCRETE SLAB—/
V-8" 5 CONT.
V-0" (1)#5 CONT.
1'4' ONE STORY-(2)#5 CONT.
l'-8'. TWO STORY-(3)#5 CONT.
CLIENT:
SECTION-TYPICAL SAW-CUT CONTROL JOINT RIVERSIDE HOMES
rm_,� SECTION-PORCH STEMWALL WITH BRICK (—T
SECTION-INTERIOR BEARING ��K SECTION-THICKENED EDGE �D2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT �D-2
��D2 ENGINEER FOR ADDITIONAL REQUIREMENTS. PROJECT:
0 113 ATLANTIC BEACH C.C.
Z B
(KEY LARG
22 JOBNUMBER: ICOUNTY:
DUVAL
TREATED POST SCALE:
—BEARING POST(AS NOTED)
3/1,
CURB HEIGHT VARIES 8 V-0"(IJI.O.N.)
E
CONCRETE SLAB —CONCRETE SLAB ABU POST BASE WITH
I DO NOT SCALE THIS DRAWING
SILL--\ PAVERS BY OTHERS-\,
CONCRETE SLAB z GALV.ANCHOR EMBEDDED RELEASE DATE:
PLATE
(S -XP ADHESIV -09-16
2K CURB HEIGHT VARIES t2l ET E) 12
C/) REVISIONS:
Lul w
F_ /771
<
8"TALL,12"SQUARE GROUTED
z
4\��01/�\\
c
CMU OR CAST-IN-PLACE CONCRETE DRAWN BY:
A�'E�11�'
PEDESTAL ON 24"X 24"X 12"PAD JCG
FOOTING WITH(2)#5 EACH WAY
,2 CHECKED BY:
(AS NOTED) REINFORCEMENT(AS NOTED) 8" (1)#4 CONT. Z-O"
MJB FSS
1'4' ONE STORY-(2)#5 CONT.
TITLE:
TWO STORY-(3)#5 CONT.
FOUNDATION DETAILS
�Q SECTION-NON-BEARING STEPDOWN DETAIL-PAD FOOTING AT PAVERS a, SHEET 2 of 2
7-� SEC
SECTION-BEARING STEPIDOWN TION-INTERIOR BEARING PAD FOOTING �D-2 �D2
SHEET:
�D2 ��D2
-2
SID
X16"OR'Y32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF ROOF COVERING(BY OTHERS)
%2"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF ROOF TRUSSES ULSBERG
%2"RATED SHEATHING,EXPOSURE I-METAL ROOF HENGINEERING, INC.
FASTEN WITH 0.113"x 2 Y8"RING SHANK
11481 OLD ST.AUGUSTINE RD.,SUITE#202
NAILS @ 6"O.C,ON EDGES AND INTERMEDIATE SUPPORTS. JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
CONNECTOR AT EACH TRUSS www.HulsbergEngineering.com
(SEE TRUSS CONNECTION SCHEDULE)
FL2
'KA�A.NUMt)tR:25846
NOTE:
TRUSS TO WALL CONNECTION
CORNICE DETAIL
HARDWARE MUST BE INSTALLED (BY OTHERS)
4 ,usual
ON THE EXTERIOR SIDE OF THE
SE
4
WALL
GYPSUM BOARD
2x No.2SPFORNo.2SYP_'�
-S U B FASC IA WITH(2)0.131"x 3
S
ENDNAILS AT TRUSS(U.O.N.) (2)2x—SYP#2 DOUBLE PLATE(U.O.N.)
WALL SHEATHING SHALL EXTEND TO TOP OF
DOUBLE PLATE IN ALL LOCATIONS AND SHALL v
BE NAILED @ T-O.C.TO THE TOP PLATE OF THE 9
,.,. i, n... F
DOUBLE PLATE(NAILING MAY ALSO BE N,PE
STAGGERED ACROSS BOTH PLATES)
rif Q 91
SEE DETAIL"F"ON SD4 FOR BETWEEN FLOOR
F
CONNECTIONS
ROOF COVERING(BY OTHERS)
X16"OR 1/32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF 2x SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM
1Y32"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF ROOF TRUSSES —2
BOARD WITH 0.131"x 34'NAILS @ 6'O.C. Yu"RATED STURD-1-FLOOR(T&G)SHEATHING
1Y32"RATED SHEATHING,EXPOSURE I-METAL ROOF GLUED AND NAILED.FASTEN WITH 0.131"x 2Y2" E
FASTEN WITH 0.113"x 2 Y8"RING SHANK RING SHANK @ 6"O.C.ON EDGES AND 12"O.C.IN
NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. THE FIELD.
CONNECTOR AT EACH TRUSS
(SEE TRUSS CONNECTION SCHEDULE) X8"CLEARANCE BETWEEN PANELS
NOTE:
BETWEEN FLOORS FLOOR JOIST(I-JOIST SHOWN,SAWN JOIST
I / SIMILAR-SEE SECTION"C"ON SD-4 FOR OPEN
TRUSS TO WALL CONNECTION CORNICE DETAIL
A WEB TRUSS)
HARDWARE MUST BE INSTALLED (BY OTHERS)
A
ON THE EXTERIOR SIDE OF THE '—GYPSUM BOARD
WALL GYPSUM BOARD
2x No.2 SPF OR No.2 SYP
NAIL JOIST TO PLATE WITH(2)0.131"x 3.44"
SUBFASCIA WITH-(2)0.131"x 3.44" (2)2x—SYP#2 DOUBLE PLATE(U.O.N.)
ENDNAILS AT TRUSS(U.O.N.) TOENAILS
OFFICE COP
`—WALL SHEATHING SHALL EXTEND TO TOP OF (2)2x—SYP#2 DOUBLE PLATE(U.O.N.)
DOUBLE PLATE IN ALL LOCATIONS AND SHALL
"O.C.TO THE TOP PLATE OF THE RIM BOARD(LSL OR LVL)
BE NAILED @ 3
DOUBLE PLATE(NAILING MAY ALSO BE %2"FULL LENGTH RATED SHEATHING,EXPOSURE 1.
1/32"FULL LENGTH RATED SHEATHING,EXPOSURE 1.
CLIENT:
FASTEN WITH 8d COM OR 0.131"x 2Y2' NAILS @ 6"O.C.ON STAGGERED ACROSS BOTH PLATES) FASTEN WITH 8d COM OR 0.131"x 2,y2' NAILS @ 6"O.C.ON RIVERSIDE HOMES
4
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)
PROJECT:
2x—SPF#2 STUDS @ 16"O.C.-U.O.N.
APPLY SHEATHING HORIZONTALLY FOR STUCCO (SEE WALL LAYOUT) 2x SPF#2 STUDS @ 16"O.C.-U.O.N. 113 ATLANTIC BEACH C.C.
APPLY SHEATHING HORIZONTALLY FOR STUCCO (SEE WALL LAYOUT) (KEY LARG -
APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1 APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1
RATED OR 15/32"RATED SHEATHING MAY BE JOB NUMBER: COUNTY:
RATED OR 15/32"RATED SHEATHING MAY BE .1 DUVAL
INSTALLED VERTICALLY. -------- INSTALLED VERTICALLY. 8 SCALE: 4 a)
all =11-011(IJI.O.N.)
E
F=
DO NOT SCALE THIS DRAWING
INSET WALLY2"FOR STUCCO APPLICATIONS INSET WALL X2"FOR STUCCO APPLICATIONS RELEASE DATE:
12-09-16
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.
SIMPSON Y8"0 x 6"TITEN HD SIMPSON Y8"0 x 6"TITEN HD
(OR TITEN HD ROD COUPLER)
(OR TITEN HD ROD COUPLER) DRAWN BY:
JCG
WITH 3"x 3"xX"WASHER @ 24"O.C. WITH 3"x X'xX"WASHER @ 24"O.C. 21
CHECKED BY:
MJB/FSS
TITLE:
FRAMING DETAILS
SHEET I of 3
-A � SECTION-'-YPICAL EXTERIOR ONE STORY WALL SECTION-TYPICAL EXTERIOR TWO STORY WALL w
2 SHEET:
�-3 1,�JD-3
SD-3
SHEATHING ,,�SILL PLATE(BELOW)
_2x CORNER FRAMING FULL ULSBERG
FIELD NAILING HEIGHT STUDS(TYPICAL) HENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
(2)ROWS OF 0.131"x 3 X"
2x SPF#2 SOLE PLATE(I.I.O.N.)NAIL TO BAND JACKSONVILLE,FL.32258
SHEATHING EXTENDS DOWN ONTO ZNAILS @ 12"O.C. P:904.886.2401 F 904.260.4367
BOARD WITH 0.131"x 3Y4'NAILS @ 6"O.C. 4j, � 15 www.Hulsber iEngineedng.com
RIM BOARD MINIMUM 6" STAGGERED(TYPICAL)
TO ALLOW FOR NAILING nA R
six MB 25846
EDGE NAILING AT SOLE PLATE
-_2x BAND BOARD PER TRUSS MANUFACTURER
L.L fn — CO
2x6 OR 2x8 FRAMED WALL
—RIM BOARD
Y8"CLEARANCE BETWEEN PANELS SILL PLATE(BELOW)
(2)ROWS 0.131"x 2 Y2"NAILS
BETWEEN FLOORS 2x4 CORNER FRAMING FULL HEIGHT STUDS
STAGGERED @ 6"
O.C.REQUIRED
WIMEN/15
Am/7x
2 IN UPPER AND LOWER SHEATHING MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED
X32"RATED SHEATHING RIM BOARD-
o a
ON
NAIL TO TRUSSES WITH(6)0.131"x 2 Y2"NAILS. WITH(4)0.131 x 3Y4"NAILS TO EACH ADJACENT
MIN.X8"SPACE BETWEEN PANELS
STUD
c
<)
SHEATHING EXTENDS ABOVE DOUBLE ALTERNATE:INSTALL SOLID STUD IN THIS
TOENAIL TRUSS TO PLATE WITH
SPACE �, 6
PLATE MINIMUM 6"TO ALLOW FOR '006
"x 3Y4"NAILS
(2)0.131
NAILING 2x4 CORNER FRAMING FULL HEIGHT STUD
';MOSON,PE
DOUBLE PLATE(U.O.N.) �__EDGE NAILING AT DOUBLE PLATE (2)ROWS OF 0.131"x 3
�ILIPE No.50791
NAILS @ 12"O.C.
2A FRAMED WALL COMMEiVS:
SECTION-TYPICAL OPEN WEB FLOOR TRUSS DETAIL-TYPICAL SHEATHING NAILING BETWEEN FLOORS SECTION-TYPICAL FRAMING AT 900 CORNERS
1\�4 �4
NAIL SCAB TO TOP CHORD WITH
4' METAL CONNECTOR REQUIRED /—METAL CONNECTOR
(4)0.131"x 3 X I NAILS (SEE CONNECTION SCHEDULE) X NOT REQUIRED
ADD 2x4 VERTICAL SCAB IN EACH
TRUSS IF NO WEB IS PRESENT
UPLIFT CONNECTOR(AS NOTED) (3)0.131"x3Y4" NAILSTYPICALAT
EACH TRUSS DOUBLE PLATE
DOUBLE PLATE
2x4 SPF BLOCKING-NAIL WITH(2)
2X4 X-BRACE ACROSS LENGTH OF
0.131"x 3 Y4'NAILS AT EACH END SHEARWALL 2x SPF#2 STUDS @ 16"O.C.
(END NAIL OR TOENAIL) 2x SPF#2 STUDS @ 16"O.C.
NAIL SCAB TO PLATE WITH(3)
.—CONCRETE 1 Od CUT NAIL
THREADED ROD ASSEMBLY OR
0 131"x 34'TOENAILS
@ 24"O.C.OR 4 4 N
7— SCREW @ 32"O.C.
TRUSS(AS NOTED) QUICK-TIE AT NOTED SPACING x 3 1"TAOCO
TRUSS BOTTOM CHORD 2x4 BLOCKING BETWEEN TRUSSES 2x TREATED SYP#2 T
2x TREATED SYP#2
TOENAILED TO DOUBLE PLATE WITH
–NAIL PORCH SHEATHING AS NOTED SILL PLATE SILL PLATE
0.131"x 3 X"NAILS @ 4"O.C.
OFFICE CO%Py
EXTERIOR FRAMED WALL DOUBLE PLATE
MINIMUM Y16"RATED SHEATHING, UPLIFT(ROOF)-RODS OR QUICK-TIE FLOOR LOAD ONLY OR
EXPOSURE I FASTEN AS NOTED ROOF WITH UPLIFT RELEASED
ON WALL LAYOUT(BLOCK ALL EDGES) CLIENT:
rD SECTION -EXTERIOR WALL PERPENDICULAR TO TRUSS SECTION-INTERIOR SHEARWALL PERPENDICULAR TO TRUSS METAL CONNECTOR RIVERSIDE HOMES
METAL CONNECTOR OR
(AS NOTED)
�4 SECTION ONLY APPLIES WHEN REFERENCED BLOCKING REQUIRED PROJECT:
(AS NOTED) F-I SIMPSON SDWC 15600 SCREW 113 ATLANTIC BEACH C.C.
@ 32"O.C.-U.O.N.
L-1 (KEY LARGO-B).
—NAIL EACH END OF BLOCKING TO JOB NUMBER:
.J,.l ICOUNTY:
DOUBLE PLATE —DOUBLE PLATE
BOTTOM CHORDS WITH(3)0.131"x 3 X" SCALE: DUVAL
,-TRUSS(AS NOTED)
INSTALL 2x4 BLOCKING BETWEEN 2x SPF#2 STUDS @ 16"O.C. =I 1-011(U.O.N.)
E:
'O.C.
TRUSS BOTTOM CHORDS @ 12'
't2x4 SPF NAILER-NAIL TO TOP PLATE WITH SHEATHING(AS NOTED)
DO NOT SCALE THIS DRAWING
SIMPSON SDWC 15450 SCREW
"x 3Y'NAILS @ 6"O.C. 5.; RELEASE DATE:
0.131 4 2x SPF#2 STUDS @ 16"0.C. @ 32"O.C.-U.O.N. cl
BOTTOM CHORD OF TRUSS 12-09-16
Mr
ANCHOR BOLTS AT NOTED 2x TREATED SYP#2 REVISIONS:
NAIL EACH BLOCK TO DOUBLE PLATE WITH(3)
SPACING(48"O.C.MAXIMUM) SILL PLATE
0.131"x 3 X"NAILS
NAIL PORCH SHEATHING AS NOTED 2x TREATED SYP#2 ANCHOR BOLTS AT NOTED
DOUBLE PLATE ll�_��SILLPLATE PACING(32"O.C.MAXIMUM) DRAWN BY:
7— -7 77- cu JCG
EXTERIOR FRAMED WALL
MINIMUM X16"RATED SHEATHING, CHECKED BY:
EXPOSURE I FASTEN AS NOTED
MjB FSS
ON WALL LAYOUT(BLOCK ALL EDGES) SHEARWALL UPLIFT(ROOF) SCREWS TITLE:
FRAMING DETAILS
SHEET 2 of 3
SECTION-EXTERIOR WALL PARALLEL TO TRUSS H� SECTION -INTERIOR SHEARWALL PARALLEL TO TRUSS rK SECTION-INTERIOR WALL CONDITIONS(BEARING AND/OR SHEARWALL) ui
THIS SECTION ONLY APPLIES WHEN REFERENCED SHEET:
SD-4
(TYPICAL DOUBLE PLATE SPLICE) NOTE:REFER TO DETAIL"N"ON SD-5 FOR NAILING
48"MINIMUM SPLICE LENGTH REQUIREMENTS AROUND OPENINGS IN WALL TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT ULSBERG
MINIMUM NAILING OF TYPICAL HEADER TO KING STUD CONNECTION (2)2x SYP#2 DOUBLE PLATE(U.O.N.)NAIL HENGINEERING, INC.
(16)0.131"x 3"NAI LS I N TH I S ZON E. (SEE TABLE)
PLATES WITH 0.131"x 3"NAILS @ 8"O.C. 11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WITH STAGGERED
JOINT IN LOWER PLATE JO NT IN UPPER PLATE
P:904.886.2401 F�%4.260.4367
0.131"x 3"NAILS @ 6"O.C.STAGGERED di
TYPICAL STUD TO DOUBLE PLATE www.HulsbergFAreering.com
JACK STUD AND KING CONNECTION 75
,141DA C.kNUMBER:25846
STUD REQUIREMENTS X,
(SEE WALL LAYOUT) SPH4 6 INSTALLED HORIZONTALLY t%jj%jlllklllll$oil
elf"
2x SPF#2 STUDS @ 16"O.C.(U.O.N.) SE/
`BUILT-UP HEADER WITH 0.131 x 3 4 11 o
NAILS @ 12"O.C.TOP AND BOTTOM HEADER TO KING NAILING
NAILING AT STUD 91 t
(U.O.N.) It
TO DOUBLE PLATE 7' s
STUD TO PLATE NAILING ----NAIL EACH PLATETO JACK STUD 2x6 3)NAILS PER PLY
ILU
LL-
STUD SIZE ENDNAIL TOENAIL WITH(3)0.131"x 3 X"NAILS-TOENAIL (ft
2x8 (4)NAILS PER PLY
2x4 (2) (3) OR ENDNAIL(TYPICAL)
'Ile
2x10 (5)NAILS PER PLY
2_x6 (3) (4) ON,PE
'04
2x8 (4) (5) 2xl 2 (6)NAILS PER PLY .50791
9 Y2"OR 9
2x10 1 (5) 1 (6) DOUBLE SILL REQUIRED WHERE OPENING 4
LVL (5)NAILS PER PLY
WIDTH EXCEEDS 61"(U.O.N.)
11;/8"OR 11
4
-JOINT'N SILL PLAtE
LVL (6)NAILS PER PLY
//--NAILING AT ST ID
BUILT-UP CORNER POST SI
TO, LL PLATI I 14"LVL (7)NAILS PER PLY
'E
nz 16"LVL (8)NAILS PER PLY
411 MIN.;
u u u u lul u lul
12"MAX. 12"MAX. 2x—TREATED SYP#2 SILL PLATE
u
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 CONNECTION
ALL NAILS NOTED ARE 0.131"x 3 X" NAILS @ 6"O,C.STAGGERED (SEE TABLE)
-------DOUBLE PLATE NAILING
NAIL SHEATHING TO HEADER WI I n k2_
NEW ROWS 0.131"x 2 X2"NAILS @ 6"O.C.
5w;M/'M
Ow"llp"FICE C00"PY
NAIL SHEATHING TO HEADER WITH(6)
/—DOUBLE PLATE
0.131"x 2 X2"AT EACH END(TYPICAL)
..............
CLIENT:
rr, 3"O.C.NAILING WITH 0.1 31"x 2 X2"NAILS
JACKS AND KING STUDS INTO BOTTOM(TYPICAL) RIVERSIDE HOMES
(AS NOTED)
T
HEADER(AS NOTED) NAIL SHEATHING TO KING STUD--------- PROJECT:
2x BLOCKING(TYPICAL) @ 12"O.C.MINIMUM. 113 ATLANTIC BEACH C.C.
>
(KEY LAR;0-
�3)0.131"x 3 Y4'TOENAILS AT EACH
JOB NUMBER: JNTY:
ND(TYPICAL)
EDGE NAILING PER SHEARWALL 16-1621 DUVAL
Fml/
SCALE:
j REQUIREMENTS. NAILS MAY BE
3,,
8
NAIL EACH SILL PLY TO KING STUD V-0"(IJI.O.N.)
E
STAGGERED ACROSS TWO JACK
STUDS.
DO NOT SCALE THIS DRAWING
WITH(3)0.1 "x 3k NAILS-TOENAIL
31 4
OR ENDNAIL(TYPICAL)
RELEASE DATE:
-09-16
/A
lus
BEVEL BLOCKWGAS REQUIRED FOR EDGE OF PANEL(TYPICAL)----- 12
REVISIONS:
MINX /A
MINIMUM 1,V2"NAIL PENETRATION INTO FBI
�aam,�Am lcj;
MAIN FRAMING MEMBERS.(TYPICAL) 0A
(2)2x—SILL
DRAWN BY:
ANCHOR BOLT REQUIRED WITHIN
u Lz JCG
SHEATHING MAY CANTILEVER UP TO 2"
OF KING/JACK UNIT-MAY BE
CHECKED BY:
MAXIMUM PAST SUPPORTS.ALL LOCATED ON EITHER SIDE. MJB/FSS
WINDOW ATTACHMENTS MUS__BE TITLE:
ANCHORED INTO 2x MEMBERS. ANCHOR BOLTS AS REQUIRED
FRAMING DETAILS
FLUSH HEADER CONDITION DROPPED HEADER CONDITION
SHEET 3 of 3
DETAIL-TYPICAL ARCH TOP OPENING (7� DETAIL-OPENINGS WITH SOLID SAWN, LSL, LA, OR PSL HEADER SHEET:
SD-5
END VERTICAL BRACING REQUIREMENTS "�LAST TRUSS IN ROW REQUIRING BRACING
BRITTLE FINISH FLEXIBLE FINISH NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS ULSBERG
/-2x4 BLOCKING-TOENAIL OR ENDNAIL ENGINEERING, INC.
BRACING RATED ROOF SHEATHING H
16"O.C. 24"O.C. 16"O'c. 24"O.C. EACH END TO ADJACENT TRUSS WITH 11481 OLD ST.AUGUSTINE RD.,SUITE#202
(3)NAILS
T
NONE REQUIRED 0"TO 53" 0"TO 47" 0"TO 67" 0"TO 59" —NAIL DIAGONAL BRACE TO INTERMEDIATE JACKSONVILLE,FL.32258
67-F ROOF SHEATHING WEBS WITH(2)NAILS LZ P:904.886.2401 F:904.260.4367
www.HulsbergEngineering.com
2x4 L-BRACE 54"TO 114" 48"TO 99" 68"TO 145" 60"TO 126"
4 z
2x4 SPF No.2 DIAGONAL BRACE FLORIDA C.A.N19MBER:25846
:2
ROOF TRUSS(BY OTHERS)WITH E 011-11.11-,""N.."'i
2x6 L-BRACE 1115"TO 182" 1 100"TO 158" 146"T0::2:K" 127�"T0201�" (TYPICAL AT EACH END OF W., m P's
BRACE(IF REQUIRED)
NOTE: CONTINUOUS LATERAL BRACING)
A'EN I TR
TO REPLACE(1)ROW OF LATERAL BRACING
BRITTLE FINISHES ARE STUCCO OR ADH ERED VENEER --NAIL DIAGONAL BRACE TO TRUSS
*-
INSTALL 2x4 No.2 SYP T-BRACE NAILED TO -o
FLEXIBLE FINISHES ARE WOOD SIDING,FARDI-PANEL, WEB WITH(3)NAILS
EACH PLY OF TRUSS WEB AT 6"O.C.WITH
BRICK VENEER,ETC.
10
CONTINUOUS LATERAL BRAC 0
RATED ROOF SHEATHING E(QUANTIV lot
0.131"x 3"NAILS TO REPLACE(2)ROWS OF a, S
Oz
0 P.,j
AND LOCATION DEFINED BY TRUSS SH
a_ 2x-.L-BRACE NAILED TO LATERALBRACING INSTALL 2x6 No.2 SYP
> -\0
I u- i
> DRAWING.)
T-BRACE NAILED TO EACH PLY OF TRUSS <
VEF TICAL WEB WITH
0.131"x 3"NAILS @ 6"O.C. NAIL CONTINUOUS LATERAL BRACE TO
Ti
-- ------ -------- WEB WITH 0.131"x 3"NAILS @ 6"O.C.
' N
EACH TRUSS WEB WITH(2)NAILS
VEF TICAL WEB IN GABLE ---- - -------
ENE TRUSS
- -- ------- Welk
4
ROOF TRUSSES(BY OTHERS)
<
-16
F- NOTES:
2x LOOKOUTS AT 48"O.C. �PE�o.
IMPSON,PE
NOTE: (3)TRUSSES MINIMUM U LATERAL BRACES SHALL PE No.50791
16"OR FOR CONTINUOJIS LATERAL IBACE
cl T-BRACING TO BE USED WHEN CONTINUOUS BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR 0OMMEI`frS:
w SPACING( I BETTER(U.O.N.)
BLE) i
L LATERAL BRACING IS IMPRACTICAL. I
2) ALL NAILS SHOWN SHALL BE 0.131"x 3"
NAILS(U.O.N.)
rB SECTION-TYPICAL T-BRACE DETAIL-TYPICAL LATERAL TRUSS BRACING
DETAIL-TYPICAL VERTICAL BRACING AT GABLE END
(-A
it
2x4 SYP BLOCKING BETWEEN NOTE:
LOOKOUTS H12.5A AT EACH LOOKOUT ALL MEMBERS SHALL BE#2 SYP. NAIL BRACE TO BLOCKING WITH(5)0.131'x 3Y4'NAILS
2x4 LOOKOUTS @ 48"O.C.FOR
T
EXTERIOR SHEATHING SHALL (3)0.131"x 3 TOENAILS AT EACH LOOKOUT
OVERHANG 2x6 BLOCKING BETWEEN TRUSSES WITH
BE NAILED TO BOTTOM CHORD SSES WITH TO TOP CHORD OF TRUSS.
OF TRUSS WITH ROOF SHEAJHIING(AS NOTED) (3)0.131"x 3Y4'NAILS EACH END. 2x4 BLOCKING REQUIRED BETWEEN
0.131"x 2 1/2"NAILS @ 6"0.C.
ROOF SHEATHING(AS NOTED LOOKOUTS
(U.O.N.ON WALL LAYOUT)
2x BARGE RAFTER
BALLOON FR kMED STUDS
(AS NOTED)
_---SINGLE PLAT=NAIL TO TRUSS FASCIA(BY OTHERS)
BOTTOM CHC RDWITH 0.131 x 3
2x4 LOOKOUTS @ 48"O.C.
NAILS @ 6"0.33.
H3 CLIP OR EQUAL AT EACH
LOOKOUT
& OFFle'
%X COPY
7
GABLE END TRUSS(DROP GABLE)
2x6 BRACE SPACED @ 48"O.C.UNLESS
CLIENT:
rD DETAIL-BALLOON FRAMED GABLE END(LOW CEILING VAULT) OTHERWISE NOTED ON ROOF LAYOUT. RIVERSIDE HOMES
1\�-6 ADD 2x4 T-BRACE NAILED @ 6"O.C,
INTERIOR CEILING PITCH IS EQUAL TO OR LESS THANX2 OF EXTERIOR ROOF PITCH
WITH 0.131"x 2 PROJECT:
Y2"NAILS IF BRACE
H2.5A AT EACH LOOKOUT LENGTH EXCEEDS 9'-0". 113 ATLANTIC BEACH C.C.
2x4 LOOKOUTS @ 48"O.C.FOR
(KEY LARG -B)
OVERHANG JOB NUMBER COUNTY:
—ROOF SHEP THING(AS NOTED) -DI]VAI
2x4 SYP BLOCKING BETWEEN if 1 1-011(U
LOOKOUTS
DO NOT SCALE THIS DRAWING
BALLOON F RAMED STUDS RELEASE DATE:
(AS NOTED)
LTP4,OR SDWC 15600 48"O.C. 1Z�09-16
'�GBC CLIP-(2)REQUIRED AT EACH BRACE. S:
DOUBLE PLATE
INTERIOR V,\ULT TOENAIL BOTTOM CHORD OF GYPSUM BOARD CEILING
11 Al
TRUSS TO DOUBLE PLATE WITH
1 DRAWN BY:
---EXTERIOR HEATHING SHALL BE
NAILED TO(JPPER PLY OF 0.131"0,4"NAILS@ 8"O.C. JCG
CHECKED BY:
----/-2x4 DRYWALL BACKING INSTALLED
DOUBLE PL�TE WITH
MJB/FSS
/'N A',
0.131"x 2)/2"ULS @ 6"O.C. CONTINUOUSLY BETWEEN BRACES TITLE:
(U.O.N.ON WALL LAYOUT)
TRUSS BRACING AND GABLE
DETAILS
DETAIL-BALLOON FRAMED GABLE END(HIGH CEILING VAULT) SECTION-GABLE END DIAGONAL BRACING 2,
-2 SHEET:
INTERIOR CEILING PITCH EXCEEDS/l/2 OF EXTERIOR ROOF PITCH
SD-6
ULSBERG
ENGINEERING, INC.
6
cN 11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
EXTERIOR BEAM(AS NOTED) P:904.886.2401 F: 4)260.4367
WWW.HulsbergEoineenng.com
DOUBLE PLATE =IDA C.A.tAMBER:25846
q
NOTCH BEAM AS REQUIRED TO
FIT BENEATH DOUBLE PLATE
\MPS
BEAM BEARS ON(2)2x JACKS
(TYPICAL-U.O.N.)
n
DOUBLE PLATE
i' #* SE
As
CONDITION: 1 NUT WITH 2"x 2"x I"WASHER 0 too.
16
(NOTCHED BEAM) ALTERNATE:SIMPSON LBPSY2 SLOTTED
aq
0 ��a
WASHER WITH 1"WASHER.
LU
LIU
Y8"0 THREADED ROD v\0
SIMPSON Y8"O x 6"TITEN HD OR F PE
/-SIMPSON?/�"O x 6 Y4"TITEN HD ROD COUP
LE%
%
THREADED ROD SET IN ADHESIVE WITH 1"CUT WASHER
NAIL SHEATHING TO DOUBLE PLATE WITH 8 C Ne
WITH MINIMUM 4"EMBEDMENT OR 2'THREADED ROD SET IN ADHESIVE WITH �8�\Qp
(2)ROWS OF 0.131"x 2 Y2"NAILS @ 6"O.C. 8
F
MONOLITHIC FOUNDATION-EXTERIOR NAIL SHEATHING ALONG BOTTOM OF HEADER 3"O.C. j WITH 1"WASHER MINIMUM 5"EMBEDMENT WITH 1 CUT WASHER f-
XV x 6"TITEN HID SCREW ANCHOR
or Y8"x 6"SCREW ANCHOR BY HURRI-BOLT,INC,
INSTALL DSP CLIPS @ 24"O.C.OR
or Y8"THREADED ROD SET 4 Y2"INTO ADHESIVE SPH-@ 32"O.C.
EXTERIOR BEAM(AS NOTED)
STEMWALL FOUNDATION-EXTERIOR DETAIL-ANCHOR BOLT DETAIL-THREADED ROD ASSEMBLY
DOUBLE PLATE
Y2"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.O.N.)
USE MONOLITHIC CONDITION Metal Connector Fastening Schedule
Simpson ID
CONDITION: 2 p apacity(lbs) Fasteners Anchorage(U.O.N.)
A35 MPA1
n/a �12)0.131"x 1%' n/a
(DROPPED BEAM) ABU44-Z PAU44-TZ 2200(SYP) (12)0.162"x 2Wor(12)0.162"x 316'
5/8'w/7"embed
ABU66-Z PAU68-TZ 2300(SYP) (12)O.ISZ'x 2W or(12)0.162'x 3W 518"wl 7"embed
C-Sle R8150 .1705(SYP or SPF) (11)0.1 4&'x 3'in each end-(22)total n-/-a--
DETAIL-TYPICAL DTT2-Z INSTALLATION DETAIL- EXTERIOR BEAM TO WALL CONNECTION D-SF- RSPTS-2 175(.5yp or SPF) (5)Q.14W x 1 Yz'Into studs n7a
(6)0.148'x I Y2',into double plate
7 (USP DTB-TZ SIMILAR) DTT2Z DTD-TZ 2145(SYP)1835(SPF) (8)Y4'x IY2"SDS W w/4Y2'em bed(m ono)and 7"em bed(stem)
-------------------------------1-1--------------- ----------------- ------------------------------------------------------- ---------- - -----
HC520 n1a (5)0.131'x I Yg'into gable brace -n-/-a--
(7)0.131'x 2W into double plate
MONOLITHIC FOUNDATION-EXTERIOR H2.5A n1a:use RT7 wo(SYP) (5)0.131'x 2%'in each end-(10)total n1a
-141 ST---------------------------------------n-/--a-,:use R T-7------------------------------5,4-S,,-(S,-Y P or S P F)------------------05-4 1 Y,-2,-'--i-n- e a'c'-fi-en-d------- liRal in'-I'a'---------------------------------------------------------------------------------------
X2"x 12"TITEN HD SCREW ANCHOR H3 RT3ok 465(SYP) (4)0.131'x 2W in each end-(8)total n1a
H6 LFTAG 950(SYP)829(SPF) (8)0.131'x 2Y2"In each end-(16)total n/a
or Y8"THREADED ROD SET 7"INTO ADHESIVE ALTERNATE ANCHOR:
H8 RTSA 745(SYP) (5)0.148*x 1%"in each end-(10)total Oak C Ut'P-,v,--e
n1a
HDQ8 n1a:use UPHD8 7630(SYP)5495(SPF) (20)Y.'x 3SDS
EXTERIOR BEAM Y2"x 6"TITEN HD 718'w/15"embed(SET-XP epoxy only)
HDL15 PHD5 5645(SYP)4065(SPF) (14)Y4*x 2YA"SOS
STEMWALL FOUNDATION-EXTERIOR (AS NOTED) (MECHANICALLY GALVANIZED) tpj�8 PHDEI 5/8'wi 7"embed(mono)and 12'embed(stem) T
THREADED ROD SET 12"INTO ADHESIVE 8970(SYP)5020(SPF) (20)VV x 3"SOS 718"wl 15'embed(SET-XP epoxy only)
WITH 2"XY8"WASHER HETA16 HTAIS 1810(Syp) (10)0.148"x IVV 4"am bed
H6 CLIP FROM
HTS20,HTS24 or HTS30 FITW20,HTW24 or HTW30 145o( 72
w 14M YP)1245(SPF) (10)0.146'x 3'In eac h end-(20)total We
INTERIOR APPLICATIONS- POST TO BEAM HTSM 18 or HTSM20 HTVVM 18 or HTVVM 20 1175(SYP) (8)0.148'x 3"into wood n1a CLIENT:
IF EDGE DISTANCE EXCEEDS 5"USE (4)V4'x 2Y4"Titan into CMIU
\-LAP BEAM PLIES AND RIVERSIDE HOMES
(4)Y4"x 11/4"Titen into concrete
X2"x 12"TITEN HD SCREW ANCHOR NAIL AS SHOWN-(5) HTT4 HTT4 4235(SYP)3640(SPF) (18)0�182-x 21/2-
5/8"w/7"embed(mono)and 17 embed(stem) �s
HM HTT5 5090(SYP)4375(SPF) (26)0.1 82'x 2�S' 5/8'w/7'embed(mono)and 17 embed(stem)
or Y8"x 8"TITEN HD SCREW ANCHOR 0.131"X-3//4"NAILS PER PLY LTP4 MP4F n1a - PROJECT:
tI -- (12)0.131'x I Y2' n1a
or Y8"THREADED ROD SET 6"INTO ADHESIVE LSTAIS LSTAIS 1235(SYP)1110(SPF) (7)0.148*x 3"in each end-(14)total n1a 113 ATLANTIC BEACH C.C.
PT POST(AS NOTED) LTS12 LTV4 12 775(SYP)865(SPF) (6)0.148'x 3"in each end-(12)total n1a
DETAIL-TYPICAL HTT5 INSTALLATION MSTA24 MSTA24 1640(SYP)1455(SPF) (9)0.148'x 3"in each end-(18)total n1a (KEY LARGO-B)
MSTAM24 MSTAM24 15MSYP or SPF) (9)0.148'x 3"into wood
rc \\-H6 CLIP FROM POST (5)Y4"x 2YA"Titen into CMU n/a JOB NUMBER:
(USP PHD5 SIMILAR) TO BEAM
(5)A x 11/4"Titan into concrete 16-1621 IC"":DUVAL
PT POST(AS NOTED)
MSTA30 MSTA30 2050(SYP)1820($PF) (11)0.148"x 3in each end-(22)total n/a SCALE:
EXTERIOR BEAM MSTA36 MSTA36 2050(SYP or SPF) (13)0.148"x 3"in each end-(26)total n/a 3
ABU POST BASE =V-0"(U.O.N.)
MSTAM38 MSTAM36 1870(SYP or SPF) (13)0.149'x 3"into wood n1a
MONOLITHIC FOUNDATION-EXTERIOR (AS NOTED) 9
(AS NOTED) (8)Y4'x 2%'Titen into CIMU
DO NOT SCALE THIS DRAWING
THREADED ROD SET 15"INTO ADHESIVE
(8)Y4'x 13/4"Titan into concrete
RELEASE DATE:
E-AN VIEW AT-TOP OF POST 0 z8'THREADED ROD MTS12 or-MTS20 MTW1 2 or MTW20 1000(SYP)8WSPF) (7)0.148'x 3'in each end-(14)total n/a
WITH NUT SET IN MTSPA16 or MTSM20 HTM16 or HTWM20 860(SYP) (7)0.148'x 3"Into-wood n/a 12-094 6
STEMWALL FOUNDATION-EXTERIOR 0 (4)V4'x 2Y4"Titen into CMU REVISIONS:
ADHESIVE
/8"THREADED ROD SET 15"INTO ADHESIVE (7"EMBEDMENT) (4)A*x 13/4"Titen into concrete
-fL: r PA51 TA51 2940(SYP or SPF) (14)0.162x 2W or(14)0.162'x 3W 4'ern bed
_7 < SPH4orSPH6 SPTH4 W-SPTH6 680(SYP)585(SPF) (12)0.148"x 1 W We
11 4 SSP RSPT6 350(SYP or SPF) (4)0.148"x I%"into studs n1a
INTERIOR APPLICATIONS- I DRAWN BY:
(3)0.148"x 1 Y37 into double plate 51
IF EDGE DISTANCE EXCEEDS 5"USE JCG
4 < STIHD14 STAD14 4210(SYP or SPF) (30)0.148r x 3 YT 14'embed
........... ........ .......... ---------- ...........- ........... ................ 21
1z ...........
THREADED ROD SET 8"INTO ADHESIVE Notes: CHECKED BY:
<
1.Ali connectors are manufactured by Simpson Strong-Tie or USP Structural Connectors(U.O.N.) MjB/FSS
TITLE:
2,SYP=Southern Pine;SPF=Spruce-Pine-Fir 15,
SIDE VIEW AT BASE OF POST G METAL CONNECTOR
3,Mono=monolithic concrete;stem=masonry stemwall or bond beam
DETAILS
rD DETAIL-TYPICAL HDU8 INSTALLATION rF DETAIL-TYPICAL CONNECTIONS AT EXTERIOR POST 4.Anchorage refers to threaded anchors vvith noted diamet ers and embedment depths 21-
SHEET:
(USP PHD6 SIMILAR) 1\'S D-
SD-7
FFNOTE:
SDWC 15600 SCREWS MAY BE USED IN LIEU OF ULSBERG
CONNECTORS FOR ALL OPTIONS.
METAL HENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL,32258
P:904.886.2401 F:904.260.4367
www.HulsbergEngi'nee 4' 9.com
FI_022tf�A.NUM R:25846
ROOF SHEATHING
;2� ROOF SHEATHING
;2� Our
5� - ops
2X4 HORIZONTAL BLOCKING
2x BLOCKING
4Z
0.131"x 2 XF NAILS @ 2"0.C
(4)MINIMUM REQU
, 7 IREb (2)0.131"X 3 TOENAILS
AT EACH END
Z 0.131"x 3 TOE NAILS @ 3"O.C.
CONNECTOR INSTALLED BEFORE (2-MIN.)AT EACH END
RAISED HEEL TRUSS LL
SHEATHING.(MAY ALSO BE--\ N RAISED HEEL TRUSS \No Lu
INSTALLED AFTER SHEATHING 10,
THROUGH NOTCH.) DOUBLE PLATE L 2x4 VERTICAL BLOCKING AT%,
VERTICAL SHEATHING JOINT!%
�z_
c
PE
(WHERE APPLICABLE)
K%41o,4791
z LU I-- Z DOUBLE PLATE
4 ,S
zyt
0 0 �- 2f
- I'll,
U_ N < 0 a
SHEATHING JOINT— NAIL SHEATHING TO DOUBLE
Lu EE Lu -
c"I
C) PLATE @ 3"0
TOENAILS @ 8"O.C. 0
0.13 C.
1"x 3X4
NO METAL CONNECTOR
REQUIRED
DETAIL - RAISED HEEL TRUSS,(OPTION 1)
DETAIL - RAISED HEEL TRUSS (OPTION
�-8 HORIZONTAL SHEATHING JOI�T AT TOP OF DOUBLE PLATE
SHEATHING CONTINUOUS ACROSS DOUBLE PLATE
-' OFFICE COPY
FE
ROOF SHEATHING
2x4 BLOCKING ROOF SHEATHING ROOF :2�
RAISED HEEL TRUSS
T
(2)0.131"x 3 Y4"TOENAILS SHEATHING RAISED HEEL TRUSS
AT EACH E�D CLIENT:
T
(2)0.131 x 3 X"TOENAILS ------- (2�)0.131of x 34'TOENAILS 45 RIVERSIDE HOMES
1.
RAISED HEEL TRUSS AT EACH END OF BLOCKING IX AT EACH END OF BLOCKING
2x4 BLOCKING(FLATWISE) 2x4 BLOCKING 2X4
BLOCKING PROJECT:
BETWEEN T RUSSES-
113 ATLANTIC BEACH C.C.
NAIL TO DOUBLE PLATE
LARGO±B
SHEATHING JOINT- LSTA18 FLAT STRAP LSTA1 2 STRAP WITH (KEY
WITH 0.131"13 SHEATHING,— co
UNTY:
NAILS @ 6"C.C. CENTERED ACROSS
JOB NUMBER:
(3)0.131"X 2 YY NAILS 16-1621 DUVAL
JOINT
DOUBLE PLATE
r///// SCALE:
DOUBLE PLATE—- AT STRAP INTO TRUSS
DOUBLE PLATE
r 11 1 1-011(IJI.O.N.)
'x 2Y 8
AND(3)0.131' 2"NAILS
SHEATHING JOINT— INTO DOUBLE PLATE DO NOT SCALE THIS DRAWING
CONNECTOR INSTALLED
RELEASE DATE:
BEFORE SHEATHING.(M —DOUBLE PLATE
12-09-16
ALSO BE IN E TALLIED AFTER (3)0.131"x 3 TOENAILS
SHEATHING THROUGH NOTCH.)
AT EACH END
—HEADER OR 2x6 BLOCKING
BETWEENSTUDS DRAWN BY:
JCG
CHECKED BY:
MJB/FSS
TITLE:
RAISED HEEL TRUSS
rB
DETAIL
DETAIL - RAISED HEEL TRUSS w
DETAIL - RAISED HEEL TRUSS (OPTION 2 rD DETAIL - RAISED HEEL TRUSS (OPTION 4) r-E ..(OPTION 5)
HORIZONTAL SHEATHING JOINT AT TOP OF DOUBLE PLATE 2 SHEET:
,�-8 HORIZONTAL SHEATHING JOINT AT TOP OF DOUBLE PLATE ��-8 HORIZONTAL SHEATHING JOINT AT TOP OF DOUBLE PLATE
@1 SD-8 I