1775 ATLANTIC BEACH DR - STRUCTURAL DRAWING 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 I. 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 I
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, HENGINEERING, fNC.
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
DESIGN CRITERIA: complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
2. It is the intent of the Engineer of Record(Engineer)that this work be performed in cubic yard in accordance with manufacturer's recommendations.
WWW
conformance with all requirements of the authorities having jurisdiction over this type HulsbergEngineering.com
Wind Design Method ASCE 7-10
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 FLORIDA C.A.NJ)MBER:25846
1
Building Risk Category: I I other deleterious material.Structural fill shall be compacted to a density of at least
Wind Exposure: C(Enclosed Structure) 3. The contractor is responsible for the means and methods of construciion. It is the 95%of the Modified Proctor Maximum Dry Density(ASTM D 1557).Termite protection
ce,-and temporary shall be provided in accordance with applicable code requirements. If soil treatment
contractor's sole responsibility to determine the procedure,sequen .......
Building Classification: Residential
is used,the treatment shall be done after all excavation, backfilling,and compaction ENse.,0. s-w
bracing as to insure the safety of the building and its component lom's Juring
Building Type: Type V Construction
Wind-Borne Debris: NOT located in the wind-borne debris region construction. is completed.
�`;NO.50791
of the 4. The contractor shall verify all conditions and dimensions at the job sill.,prior to 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be
Unless otherwise noted,project site considerations shall be the responsibility
owner and/or contractor. Examples of such items include, but shall not be limited to, commencing work. compacted to a density of at least 95%of the Modified Proctor Maximum Dry Densi
ty
��TE
determination of grade elevations,drainage features,and special requirements (ASTM D1 557)for a depth of at least two feet(Z-10")below the bottom of the footing. OF 4 -
5. The contractor shall supply, locate,and build into the work all inserts,�jnchors, 3tigles, # "; *
associated with FEMA flood hazard and/or DEP zones. �d
plates,openings,sleeves,hangers,slab depressions,or other conipcnenls as may be 11. The following minimum concrete cover shall be provided for reinforcement: OR
required to attach and accommodate other work. !
DESIGN DEAD LOADS: 3" Concrete cast against and permanently exposed to earth
2" Concrete exposed to earth or weather
Floors: 6, All details and sections shown on the structural drawings are fntenda--,-,' be typicai 1 %"Concrete not exposed to earth or weather
The design floor dead load of 12 psf assumes a floor system utilizing wood decking o and shall be construed to apply to any similar situation elsewhere;n the work except COMMENTS:
wood sutiflooring over wood truss,wood I-joist,or solid sawn lumber framing. The flo)r where indicated otherwise. 112� 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. Tl,,e oc,ntractlor #4 bars: 21"minimum
shall contact the Engineer for clarification in cases of conflict between Cie structoral #5 bars: 26"minimum
drawings and any drawings prepared by others prior to commencing work..
Roofs: #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 soi!F,o�.ploraiioi I�eport. 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 beating c-apacify of
2000 psf. The Engineer shall be notified if soil conditions encountorc-;d di;'fe,frorr,the 4. The contractor shall provide spacers,chairs,bolsters,etc., necessary to support
DESIGN LIVE LOADS: noted assumptions. All requirements for site preparation and soil ccn1D:3�-.i'!O1; reinforcing steel.Support items which bear on exposed concrete surfaces shall have P
specified in the soils report shall be followed unless more stringent are ends which are plastic tipped or stainless steel.
Floors: specified in these plans.
Exterior Balconies: 40 psf MASONRY:
Exterior Decks: 40 psf CONCRETE:
Stairs: 40 psf(or 300 lb point load) General:
1. All concrete work shall be in accordance with"Building Code Requirernew- ,cr
Garages: 50 psf(or 2000 lb point load)
All Other Areas: 40 psf Structural Concrete,"ACI 318-11,and"Specification for Structural Ccrlcre,_�,t.'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 0".2" 530.1-11
Without Storage: 10 psf Slabs on grade,footings,and misc.concrete: fc=2500r-..;:
With Limited Storage: 20 psf Structural slabs.walls,beams and columns: fc=3000ps;, 2. Grout shall conform to ASTIVI C476 with minimum 28 day compressive strength of
With Storage: 30 psf(fixed stair access) Designated radon zones only-all concrete: fc=3000p,,3i 2000 psi per ASTM C1019.Grout shall be mixed to provide a slump between 8"to 11".
Roofs: 3. Cement shall conform to"Specification for Portland Cement"(ASTIM.'11501- 3. Mortar shall conform to ASTM C270 and be Type M or S. Type IN mortar may be used
Less than 4:12 slope: 20 osf in brick veneer.
4. Aggregate shall conform to"Specification for Concrete Aggregates"iAS711,01 C-33, 1
4:12 slope or greater: 16 psf p CLIENT:
4. The contractor shall be responsible for the design and installation of all flashing. RIVERSIDE HOMES
5. Water shall be.clean and free of injurious amounts of oil,acids,alkal-s, salts.organiC
DEFLECTION CRITERIA: material or other substances that are deleterious to concrete or steg;reinforc-ement. 1 Concrete Masonry (CMU):
PROJECT:
Walls:Wind loads with piaster or stucco finish: L/360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwis,�,rioted oil*,he 1 Concrete masonry units(CMU)shall be ASTM C90-1 1 B,Hollow Load-Bearing 37 ATLANTIC BEACH C.C.
structural drawings.All reinforcing details shall conform to"Deta:ls and Dezailing of Concrete Masonry Units,normal weight,with a minimum compressive strength of
Wind loads with other britt!e finishes: L/240 (WEST INDIES C)
Wind loads with flexible finishes: L/120 or L/180* Concreir-,Reinforcement,"ACI 315,unless detailed otherwise on the st�-UCUI[al 1900 psi(f m=1500 psi). JOB NUMBER:
14 JCIIJITI�DtJVAL
Lill 80 for exterior walls with interior gypsum board finish. drawings. 17-07
SCALE:
Floors: 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following V-10"(U.O.N.)
Live Load: Li480* 7. Tolerances for foundation and slab alignment as well as placernerit of re:n,`(),-c.ern-_-nt minimum lengths:
Total Load: L/240* shall be in accordance with"Standard Tolerances for Concrete Constriction anid #4 bars: 20"minimum DO NOT SCALE THIS DRAWING
RELEASE DATE:
Materials,"ACI 117. Footing or slab edges may be up to 1/2"inside of the sill plate. #5 bars: 25"minimum
Increased floor stiffness may be required by floor covering manufacturer 05-26-17
#6 bars: 30"minimum
REVISIONS:
Roofs:
Live Load: L/240 3. Grout all cells containing vertical reinforcement in 6-0"maximum lifts.
Total Load: L/1 80
4. Provide cleanouts per ACI 530.1-11 in the bottom course of masonry when the wall DRAWN BY
DJM
heght exceeds 5'-0".
CHECKED BY:
EVIEWED FOR CODE COMPy MJB FSS
5. Beam rei ross c TITLE:
r(:rff60aAftA*yLQ bEACH GENERAL NOTES
SEE PERMITS FOR ADDITIONAL HEET 1 of 2
REQUIREMENTS AND CONDITIONS OFFICE COPN 113
S SHEET:
REVIEWED DATE-6TZ-1-2 S-1
Clay Masonry(Brick): 13. Fasten plies of 1 %"wide engineered lumber as follows: WINDOW,DOOR AND SOFFIT PRESSURES:
2-ply beams with(3)rows of 0.131"x3 nails @ 12"o.c. ULSBERG
1. Brick shall conform to ASTM C62,C216,or C652 for Building Brick,Facing Brick,a ld 3-ply beams with(3)rows of 0.131"x3 nails @ 8"o.c. (each side) 1. All window,door and soffit assemblies shall be designed to withstand the design HENGINEERING, INC.
Hollow Brick,respectively. Grade SW shall be used. 4-ply beams with(2)rows of Simpson 6%"long SDW screws @ 12"o.c. pressures indicated below and shall be installed in accordance with the manufacturer's
requirements. 11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL,32258
2. Brick veneer shall be anchored with approved ties spaced no more than 16"o.c. STRUCTURAL STEEL: P:904.886.2401 F:904.260.4367
vertical and 16"o.c. horizontal. Additional ties shall be provided around all wall www.HulsbergEngineering.com
openings greater than 16"in either direction,and shall be spaced no more than 36" 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and _EJgP0%fiW40QP.ER:25846
o.c.and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions). %
% Ik
N
a.Welded Connections: AWS D1.1
3. Strand wire veneer ties shall not be less in thickness than No.9 gage wire and shal b.Structural Steel plates: ASTM A36(Fy=36 ksi)or ASTM A572(Fy=50 ksi)
have a hook embedded in the mortar join WIND PRESSURES ON WINDOWS, DOORS &
t. Sheet metal ties shall not be less than P o. c.Structural Steel W-shapes: ASTM A992(Fy=50 ksi)
22 gage by 7/8"corrugated and fastened with 1 %"galvanized roofing nails. d.Structural Steel Angles and Channels: ASTM A572(Fy=50 ksi) SOFFITS (psf)
e.Structural Steel Rectangular HSS or Tubes: ASTM A500(Fy=50 ksi) No.60791
Adjustable or strand wire veneer ties shall be used at CMU walls.
f. Structural Steel Round HSS or Pipe: ASTM A500(Fy=46 ksi)or
4. Unless otherwise noted on the plans,a steel angle L4x4xl/4 shall be used for ASTM A53(Fy=35 ksi) AREA OF OPENING EDGE STRIP (5) INTERIO ZONE (4)
supporting brick veneer over openings. This angle will not be required for arched S Tp(T F_ 9F
Pos Neg Pos Neg
windows where brick is self-supporting. If the length of the opening exceeds 6'-0"t len 2. All structural steel connections and fabrications shall comply with AISC specifications.
41
the steel angle shall be attached to the wood framing with Y8"x 3"lag screws @ 12' 0 to 20 sf 24.5 -32.8 24.5 -26,�
o.c.or Simpson Y4"x 3"SDS screws @ 12"o.c. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. 20.1 to 50 sf 23.4 -30.5 23.4 -25.5 40N
SON,PE
50.1 to 100 sf 22.0 -27.6 22.0 -24.1
WOOD FRAMING: 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes
shall not be used. 100.1 to 200 sf 20.8 -25.51 20.81 -22.81 1 FL PE No.50791
1. All wood framing has been designed in accordance with"National Design Specificatior 1200.1 to 500 sf i 19.7 -23.21 19.71 -21.8
(NDS)for Wood Construction,"2012 edition. 5. Bolts shall be installed to the"snug-tight"condition-u.o.n. ISoffit Design Pressure 1 24.5 -32.81 24.51 -26.61
Base Design Pressure 20.75 GCpi ±0.18 2
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"Supplemen 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. TYPICAL EDGE STRIP(5)
3. All wood members exposed to weather or in contact with masonry,concrete or soil a=45
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 INTERIOR ZONE(4)
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 5 3.
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 br
Metal Plate Connected Wood Truss Construction(TPI 1-07)." 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM
F1554,Grade 36.
6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. Fir
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 A 153,Class C,or ASTM B695,Class 50.
capacity of the truss to truss connectors,and the manufacturer's license to fabricat
trusses utilizing the connector system proposed.The contractor shall approve 4. Anchor adhesives shall be either SET-XP or AT-XP by Simpson Strong-Tie(with
fabrication and installation drawings showing size,shape and layout. Florida Product Approval)and installed according to the manufacturer's instructions.
Holes shall be cleaned of all debris and brushed out prior to installation of anchor
CLIENT:
8. Jobsite handling and erection, including temporary bracing,during installation of adhesive.
trusses shall comply with TPI/WTCA BCSI 1. RIVERSIDE HOMES
ROOF COVERING:
...... ....
PROJECT:
All prefabricated wood trusses subjected to uplift conditions shall be securely faste led
9.
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 1 37 ATLANTIC BEACH C.C.
Connection Schedule. system.
(WEST INDIES-C)
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
17.n71A
detail as shown in the structural drawings. manufacturer's requirements. SCALE:
8 =i,-o,,(U
O.N.)
11. Guardrails, handrails,and guard in-fill components(Balusters and Panel Fillers)sh 311 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. RELEASE DATE:
...... 05-26-17
REVISIONS:
12. Engineered lumber(LVL,Parallam or LSL)shall meet the following minimum mate ial 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according
specifications: to the manufacturer's requirements.
LVL or Parallarn LSL
E=2,000,000 psi E=1,550,000 psi 5. The contractor shall be responsible for the design and installation of all metal flashing DRAWN BY:
Fb=2,600 psi Fb=2,325 psi and valley material. DJM
Fc=750 psi Fc=900 psi CHECKED BY
Fv=285 psi Fv=310 psi MJB FSS
TITLE:
GENERAL NOTES
SHEET 2 of 2
OFFICE CO P ET:
SHE
S-2
F[F:U:l L HEIGHT WALL SHEATHIN::G]] E NOTES: ULSBERG
NOTE: *S5-7 CONT. SPANS 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE HENGINEERING, INC.
rIGH-r- CONT SPANS 11481 OLD ST.AUGUSTINE RD.,SUITE#202
EACH REAR POST SHALL BE TREATED (2)2x6 HEADER CONSTRUCTED WITH2x6SPF No,2 STUDS @ 16"O.C. JACKSONVILLE,FL.32258
— — — 7_.R2)_ZxlrP0MH= -3
44 POST ON ABU44-Z POST BASE 2J 2K
_�W FOR PLATE HEIGHTS UP TO 10--1/8"-U.O.N. P:904.886.2401 F 904.260.4367
STRAP POST TO EACH BEAM ABOVE BEAM(TYPICAL)
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2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE
WITH(1)H61 CLIP OR(1)MSTA24-Z FL�a�""&M51ER:25846
TYPICAL ALL POSTS-(U.O.N.) �2)JACKS�
SEE DETAIL"F'ON SHEET SD-7 MIN. CONSTRUCTED WITH2X4SPF No.2 STUDS @ 16"O.C. SHOP,
NOTE: FOR PLATE HEIGHTS UP TO 10'-1 y8"-U.C.N.
THIS OPEN PORCH CEILING �_�E (3)2x10 HEAD k�
o x�o
V !
REQUIRES A MINIMUM Yb"SHEATHING SD-7 ')W-3 2J 3K 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS
St u-
FASTEN WITH 6d COM OR BOX �K "BRITTLE"(STUCCO)-U,O.N.NOTIFY ENGINEER
NAILS AT 6"O.C.ON EDGES OF ANY VARIATIONS
AND 12"O.C.IN THE FIELD A
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N,PE
FIL PE No.50791
COMMENTS:
(2)2x6 BUILT-UP,
POST(MIN,)
(2)1 Y,"x 9 3
�2J1��K 3=�J 9
1�K _S�W-3_
E
E
SHEARWALL LEGEND:
........ .. .. 2
NON-BEARING WALL
2x6 FRAMED ....... . BEARING WALL
/ZLL
t-r. ..... —SW-6—
(5)2x6 BUILT-UP, SOLID BUILT-UP ... ... SHEARWALLS FASTENED WITH A
PCs CORNER\ k ....... 3
..... . ..... 8d COM(0.131"x MY)NAILS @ 2-
. ....... TYPICAL ALL 6"O.C.ON EDGES AND 12"O.C.
EXTERIOR WINDOW AND ON INTERMEDIATE SUPPORTS
DOOR OPENINGS SW-3
SHEARWALLS FASTENED WITH OFFICE COPY
W
8d COM(0.131"x 2y2")NAILS @
3"O.C.ON EDGES AND 12'O.C.
...... ON INTERMEDIATE SUPPORTS
....... CLIENT�
....... (2)2x6 BUILT-UP �3)2x4 BUILT-UP
POST(MIN,) POST(MIN.) SHEATH BOTH SIDES OF WALL RIVERSIDE HOMES
AT INDICATED SHEARWALL
NOTE:ALL EXTERIOR WALLS SHALL 13E"SW-6"AND PROJECT:
SHALL BE NAILED @ 3"O.C.TOP AND BOTTOM PER 37 ATLANTIC BEACH C.C.
�2)JACKS7 DETAILS"A"&"B"ON SHEET SD-3-U.O.N. (WEST IN IES.C
GARAGE DOOR NOTES MIN. WOOD FRAMED HEADER LEGEND: E JOB NUMBER: lCOUNTY:
17-0714 DUVAL
1. INSTALL(j)MSTA30 STRAP AT EACH END SIZE g SCALE:
CONT (3)SPANS I
OF GARAGE DOOR HEADER.NAIL STRAP OF HEADER Y8" =V-0"(U.O.N.)
INTO HEADER AND JACKS BELOW. E I
(2)2x6 HEADER E DO NOT SCALE THIS DRAWING
2J 2K (2)2x—HEADER
RELEASE DATE:
2. EMBEDDED STRAP AT EACH END OF GARAGE NOTE: i K 1 05-26-17
DOOR OPENING SEE DETAIL 7-ON SD-1 H FRONT POST SHALL BE TREATED TEVISIONS
QUANTITY7____7Q_uANTITY
/-CONSTR JCT USING APA NARROW WALL-- 44 POST ON ABU44-Z POST BASE
3. 8'GARAGE DOOR SHALL BE RATED FOR A -UTYPICAL)-
(2)2A2 PORCH
BEM OFJACKS OF KING STUDS
— — � 1� STRAP POST TO EACH BEAM ABOVE
MINIMUM DESIGN PRESSURE OF 23 6 psf t METHOD WITH HEADER CONTINUOUS ACROSS vvi I m(1)H6-Z CLIP OR(1)MSTA24-Z
LL RETURN WALLS(SEE DETAIL'A'ON SD-8) 2 DRAWN BY:
a
TYPICAL ALL POSTS-(I.I.C.N.) NOTE: DJM
r _71 SEE DETAIL"F"ON SHEET SD-7 ALL WOOD FRAMED LOAD BEARING HEADERS ii CHECKED BY:
SD-7 NOTE: SHALL BE MINIMUM(2)2x6 N0.2 OR BETTER 11 MJB FSS
c' TITLE:
2)2x12 HEADER THIS OPEN PORCH CEILING SYR ALL EXTERIOR HEADERS SHALL BE
WALL LAYOUT
REQUIRES A MINIMUM'/6"SHEATHING INSTALLED WITH MINIMUM(2)JACKS AND FIRST FLOOR
FASTEN WITH 6d COM OR BOX (1)KING STUD AT EACH HEADER.ALL INTERIOR
SHEET:
WALL LAYOUT-FIRST FLOOR NAILS AT 6"O.C.ON EDGES LOAD BEARING HEADERS SHALL BE INSTALLED
AND 12"O.C.IN THE FIELD
WITH MINIMUM(1)JACK AND(1)KING STUD.(U.O.N.) S-4
�j FULL HEIGHT WALL SHEATHI—NG] NOTES: ULSBERG
HENGINEERING, INC.
ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6SPF No.2 -_ 11481 OLD ST.AUGUSTINE RD.,SUITE#202
STUDS @ 16-O.C.FOR PLATE HEIGHTS UP TO 9'-1 XV-U.O.N. JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH2x4 www.HulsbergEngineering.com
_,j%j%fi�41004tfq&,NUMBER:25846
SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-1 X8"-U.O.N.
3) THE SECOND FLOOR EXTERIOR WALL FINISH IS'FLEXIBLE"(SIDING)-U.O.N. 0
A� F_N
NOTIFY ENGINEER OF ANY VARIATIONS.
No 50791
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GEND:
0
110 N Aq
Y,"THREADED ROD FROM
SIMPSON,PE
FOUNDATION TO DOUBLE PLATE. FL PE No.50791
(4"MINIMUM EMBEDMENT REQUIRru) COMMENTS:
SSP TOP&BOTTOM @ 32-O.C. V THREADED ROD FROM
ANDY4"x 4 Y2"SDS SCREWS INTO FOUNDATION TO UPPER
---EACH INTIERSECTINGTRUSS-BELCOW FLOOR DOUBLE PLATE.
(4"MINIMUM EMBEDMENT REQUIRED)
0 HOLDOWN(AS NOTED)
INSTALLED AT SILL PLATE
q SHEARWALL LEGEND:
00
.......... NON-BEARING WALL
2 U-1 0 :::.w.:::ww::::w
o (2)2x6 BUILT-UPzl BEARING WALL
'T POST(MIN.)
M 0 LU,
SW-6
' 'co C/) ..........
-0 SHEARWALLS FASTENED WITH
F_
8d COM(0.131"x MY)NAILS @
KN
6"O.C.ON EDGES AND 12"O.C. 4
ON INTERMEDIATE SUPPORTS
Lu
TYPICAL ALL
co li ow SW-3
[L
EXTERIOR WINDOW AND
SHEARWALLS FASTENED WITH
u- CE COPY
.(2)2x6 BUILT-UP, DOOR OPENINGS OFFIto
...... 8d COM(0.1311"x MY')NAILS @
POST(MIN.) 3"O.C.ON EDGES AND 12"O.C.
ON INTERMEDIATE SUPPORTS
SSP TOP&BOTTOM @ 32"O.C� CLIENT:
AND)/4"x 4 Y2"SDS SCREWS RIVERSIDE HOMES
SHEATH BOTH SIDES OF WALL
INTO EACH INTERSECTING i
L__iR_us_s_Bao_w _ ...... w.. AT INDICATED SHEARWALL
PROJECT
NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"AND
SHALL BE NAILED @ 3"O.C.TOP AND BOTTOM PER 37 ATLANTIC BEACH C.C.
DETAILS"A"&VON SHEET SD-3-U.O.N. t
(WEST INDIES-C)
WOOD FRAMED HEADER LEGEND: JOB NUMBER UNTY:
CO
17-0714T DUVAL
0 SIZE blALt:
L
OF HEADER XF =V-0"(U.O.N.)
E
E
DO NOT SCALE THIS DRAWING
SSP TOP&BOTTOM @ 32"O.C.-, 2 2x HEADER RELEASE DATE:
-26-17
AND X"x 02"SDS SCREWS i K
05
INTO FLOOR TRUSS BELOW TE—VISIONS
ITY
@ 32"O.C. QUANTITY TUANTITY
OFJACKS OF KING STUDS
DRAWN BY:
NOTE: DJM
21
L_ ALL WOOD FRAMED LOAD BEARING HEADERS A CHECKED BY
1� MjB FSS
SHALL BE MINIMUM(2)2x6 No.2 OR BETTER 2 TITLE:
SYP.ALL EXTERIOR HEADERS SHALL BE 6
WALL LAYOUT
INSTALLED WITH MINIMUM(2)JACKS AND SECOND FLOOR
WALL LAYOUT-SECOND FLOOR (1)KING STUD AT EACH HEADER.ALL INTERIOR
' SHEET
LOAD BEARING HEADERS SHALL BE INSTALLED
WITH MINIMUM(1)JACK AND(1)KING STUD.(U.O.N.)
S-6
, HULSBERG
ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
P:904.886,2401 F 904.260,4367
t
www,HulsbergEngineedng.com
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SI-ATE OF
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FL PE No.50791
GABLE BRACE LOCATIONS NOTE:
COMMENTS:
SEE DETAIL"F"ON SD-6 H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR
T-0" 3'0" SIDE OF THE WALL
TRUSS CONNECTOR SCHEDULE
TRUSS ID LEFT INTERMEDIATE RIGHT
mol HTS24
HTS24
w m
Ip U: H2.5T OR H2.5T OR H2.5T OR
LLL 0 ES SDWC 15600 SDWC 15600 SDWC 15600
Lol
q NOTE:
HTS>24 AT+ 1)ALL TRUSS CONNECTORS ARE BASED ON
T ss . ..... .
RU 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
DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR
HTS24 AT APPROVAL BY THE ENGINEER OF RECORD AND THE
CONTRACTOR
OFFICE COPY
TRUSS
Lei ... .......
3 USS CONNECTORS NOTED SHALL BE INSTALLED
)TR
CLIENT
.. ..... AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR
APPROVAL OF THE ENGINEER OF RECORD RIVERSIDE HOMES
4)HTS24/HTS30 STRAPS MAY BE INSTALLED ON THE PROJECT
INTERIOR SIDE OF WALL 37 ATLANTIC BEACH C.C.
(WEST INDIES-C)
5)REFER TO MANUFACTURER'S INSTALLATION DETAILS JOB NUMBER: COUNT
—H
WHEN USING SDWC SCREWS 17-0714T ':DUVAL
-K
SCALE:
l'-O"(U.O.N.)
DO NOT SCALE THIS DRAWING
�3'4'13'-0'.
RELEASE DATE
GABLE BRACE LOCATIONS 05-26-17
TEV-ISION6:
SEE DETAIL"F"ON SD-6
DRAWN BY:
DJIM
CHECKED BY:
MJQ FSS
TITLE:
UPPER ROOF LAYOUT
UPPER ROOF LAYOUT
A SHEET:
f
0 0
H Q-0
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 FILL JOINT WITH ELASTOMERIC SILL PLATE H
@ 33-O.C. CONT.FLASHING;PROVIDE SILL PLATE 11481 OLD ST.AUGUSTINE RD.,SUITE#202
JOINT FILLER CN
WEEP HOLES @ 33"O.C. 8"
SILL PLATE GROUT AIR SPACE BELOW FLASHING HEIGHT OF CURB VARIES JACKSONVILLE,FL.32258
< CONCRETE SLAB MAX P:904.886.2401 F:904.260.4367
6"MIN '21 www.HulsbergEngineedng.com
G
CONCRETE SLAB ROUTAIR SPACE BELOW
SILL FLASHING CONCRETE SLAB &,N ER:2
GRADE
PLATE
5846
I L� H E
M I
A)
57 CO�
CONCRETE SLAB
GRAD
#5 CONT.
00
_10e
GRAD gx, #,4 .......I.
RA U
c
14,
8-CMU STEMWALL WITH(1)#4 @ 48"O.C. ND IN EACH CORNER.
A,
91
AND IN EACH CORNER, - FILL CELL SOLID AT EACH#4 REBAR. §� %
2 z
HOOK REBAR 12"INTO UPPER COURSE No.5
FILL CELL SOLID AT EACH#4 REBAR. ;0 0, 6 0
OF BLOCKS AND 6"INTO FOOTING. 4r;
HOOK REBAR 12"INTO SLAB AND 6"INTO
T-0- ONE STORY-(2)#5 CONT.
FOOTING. ST
T-4" TWO STORY-(2)#5 CONT. , AT�
5 4 OF
5
V-8" ONE STMY-(2)#5 CONT.
ONE STORY-(2)#5 CO T. V-5' ONE STORY-L3�#5 CONT. 4 OR
IT. T-8" TWO STORY-(3)#5 CONT. X,
2
SECTION-STEMWALL AT GARAGE ON,PE
SECTION-STEMWALL WITH BRICK SECTION-MONOLITHIC WITH BRICK (—D SECTION-MONOLITHIC AT GARAGE FL PE No.50791
A
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT �Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS.
x i CONCRETE SLAB
<
SILL PLATE-,
4
CONCRETE SLAB SILL-
PLATE CONCRETE SLAB
-\x 4\\\\\, GRADE--�
CONCRETE SLAB
GR GRADE--, RADE
AD
(1)#5 GUNT. \x
V -0.C.
8"CMU STEMWALL WITH(1)#4 @ 48' n (1)#5 CONT.
z IX
'H CORNER. V
8"x 16"CMU TO INSIDE OF
S I EMWALL AT POST LOCATION
SOLID AT EACH#4 REBAR.
\X\ i N\\1<\X0<\y1\\\<11'
Ft/
HOOK REBAR 12"INTO SLAB AND 6"INTO \</,X I ,/\�A/� . - I "
WITH(1)#4 VERTICAL IN EACH
X X
FOOTING.
�6 1- ONE STORY-(2)#5 CONT. (AS NOTED) REINFORCEMENT(AS NOTED)
/OTED
-8" ONE STORY-(2)#5 CONT. V- AS N, REINFORCEMENT(AS NOTED)
' TWO STORY-(3)#5 CONT.
V-8"
SECTION-STEMWALL SECTION-MONOLITHIC SECTION-PAD FOOTING AT PORCH STEMWALL SECTION-PAD FOOTING AT THICKENED EDGE "PY
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT �,�i NOTE: IF STEMWALL HEIGHT EXCEEDS 48'CONTACT OFFICE CO
ENGINEER FOR ADDITIONAL REQUIREMENTS.
ENGINEER FOR ADDITIONAL REQUIREMENTS.
BRICK VENEER WITH VAIR SPACE ALTERNATE:MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAIL R ON SHEET SD-2)
AND WALL TIES p CLIENT:
RIVERSIDE HOMES
CONT.FLASHING;PROVIDE WEEP HOLES STHD14 STRAP NAILED TO
@ 33-O.C. BRICK VENEER WITH 1"AIRSPACE
GARAGE DOOR POST.
GROUT AIRSPACE BELOW FLASHING AND WALL TIES U) j�-r- PA51 STRAP NAILED TO GARAGE i& PROJECT:
i F- EMBED STRAP INTO FOOTING
;tz C/) DOOR POST.BEND STRAP INTO 37 ATLANTIC BEACH C.C.
(1)#5 CONT. < CONT.FLASHING;PROVIDE WEEP Z U- AS SHOWN.
0 FOOTING AS SHOWN. (WEST INDIES-C)
SILL PLA1 HOLES @ 33-O.C. 0 <
—FILL JOINT WITH ELASTOMER
Ic 6"MIN. GROUT AIR SPACE BELOW FLASHING -0 Elf JOB NUMBER:
U) 7.,7,,4 ICOUNTY:
JOINT FILLER z (r
21 bILL- U)
HEIGHT OF CURB VARIES(8-MAX.) Lu SCALE
C? Z 0
.H PLATE #4 WITH 6"HOO XF= V-0"(U.O.N.)
CONCRETE SLAB K INTO FOOTING <
CONCRETE SLAB ADE� AND BENT 12"MINIMUM INTO DO NOT SCALE THIS DRAWING
GRADE x x GRA TT
THICKENED EDGE. v; RELEASE DATE:
a L0
05-26-17
8"CMU STEMWALL WITH(1)#4 @ 48-O.C.
—GRADE
REVISIONS:
AND IN EACH CORNER. 'v. 5r
FILL CELL SOLID AT EACH#4 REBAR.
��GRADE
HOOK REBAR 12'INTO UPPER COURSE
OF BLOCKS AND 6"INTO FOOTING. DRAWN BY:
6- V-5" ONE STORY-(31#5 CONT. DJM
CHECKED BY:
TWO STORY-(3)#5 CONT.
V-8- ONE STORY-(2)#5 CONT. NOT MjI3 FSS
6
TWO STORY-(3)#5 CONT. ---
V-8" I REQUIR 2 TITLE:
REII F RCEMEN N
TO PASS THROUGH SLOTS IN STRAP. FOUNDATION DETAILS
SHEET 1 of 2
SECTION-STEMWALL AT GARAGE WITH BRICK SECTION-MONOLITHIC AT GARAGE WITH BRICK K-F DETAIL-PA51 INSTALLATION(STEMWALL) DETAIL-STHD14 INSTALLATION (MONOLITHIC) L�
4 SHEET:
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. SD-1
SHOWER AREA
SHOWER AREA Amp.-
ULSBERG
NAIL EACH STRAP TO CRIPPLE STUD ENGINEERING, INC.
MONOLITHIC FOOTING H
(2)MSTAM36-Z STRAPS
8"CMU STEMWALL 71- WITH(13)10d COM NAILS 11481 OLD ST.AUGUSTINE RD.,SUITE#202
3"MMMUM OVERHANG
FORM EDGE JACKSONVILLE,FL.32258
(OPTIONAL) FASTEN STRAP TO FOUNDATION P:904.886.2401 F:904.260,4367
PLAN VIEW www.HulsbergEngineering.com
PLAN VIEW CONCRETE SLAB WALL WITH�8 X"x 2)/4"CONCRETE
0� SCREWSIN MASONRYOR FLORIDA C.A.NUMBER:25846
k �8))/4"x 1 X"CONCRETE
N
CREWS INTO CONCRETE.
X, CONCRETE SCREWS SHALL BE ........ .
I�NS
.7, /\\, ll�l, 0
5 CONT. 4�
6"MIN. (1)#4 CONT. GRADE- # POWERS"TAPPER"WITH PERMA-SEAL Sv
FINISH OR EQUAL.
x X\� 8"CMU STEMWALL WITH(1)#4 @
HEIGHT OF CURB VARIES �c
STRAP SHALL BE COVERED WITH No,59791
o
SILL SILL---� �1)#4 CONT. 48"O.C.AND IN EACH CORNER.
PLATE CONCRETE SLAB c� PLATE
rILL UtLLOULID AT EACH#4 SIDING OR STUCCO
HEIGHT OF CURB VARIES(8"MAX.)
— —\�� #_7 . , , REBAR.HOOK REBAR 16-INTO
J_
6"MIN.dl STAT5 OF
4 NOTE:
GRADE PORCH SLAB AND 6"INTO
A J
THIS DETAIL MAY BE SUBSTITUTED FO
CONCRETE SLAB X�X' FOOTING. R `0 A'
4
GRAIDE-7 El I HER THE PA51 STRAP(STEMWALL) *0
0
V-8"
7/77 / I � 11 THE STHD14 STRAP(MONOLITHIC). i
8 Cmu S I EMWALL WITH(1)#4 @ 48"O.C. X< PE
o.50791
AND IN EACH CORNER.
COMMENTS:
SE, rR
A FILL CELL SOLID AT EACH#4 REBAR. L r'TION-PORCH STEMWALL DETAIL- EMBEDDED STRAP ALTERNATE
HOOK REBAR 12"INTO SLAB AND 6"INTO _F
FOOTING. X D� 2
�l�_l 2
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
b" ENGINEER FOR ADDITIONAL REQUIREMENTS,
1'8" ONE STORY-(2)#5 CONT. NE STORY-(2)#5 CONT.
1 1- __� V-4" ikb�STORY-�2_)#5_CONT.
TWO STORY-(3)#5 CONT. NOTE:
SAW-CUT CONTRACTION JOINTS(i.e,CONTROL JOINTS)
AS SOON AS THE CONCRETE HAS HARDENED ENOUGH
SECTION-STEMWALLAT EXTERIOR WALL SHOWER SECTION-MONOLITHIC AT EXTERIOR WALL SHOWER NOT TO BE DAMAGED DURING THE CUTTING PROCESS. a
�Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT ,,,--CONCRETE SLAB (TYPICALLY I-4 HOURS IN WARM WEATHER)
ENGINEER FOR ADDITIONAL REQUIREMENTS.
Z5
F
X11 FILL CUT WITH 1"DEEP xY8"WIDE SAW
ELASTOMERIC CUTATIDENOTED 2
Ll- FILLER LOCATIONS.
/(l)#5 CONT.
SILL CONCRETE SLAB GRADE-, F-1 1
CONCRETE SLAB 8" U STEMWALL WITH(1)#4 @
PLATElu, X '� r,
--7- 48" C.AND IN EACH CORNER.
C? 4 C?
�4 N\�, FILL CELL SOLID AT EACH#4
7/77,
A EBAR.HOOK REBAR 16"INTO
PORCH SLAB AND 6"INTO
FOOTING.
CONCRETE SLAB—Z OFFICE COPY
11-0,1 (1)#5 CONT. 1 (2)#5 CONT.
ONE STORY-(2)#5 CONT.
V-8" TWOSTWRY_:�3_)#_5CONT.
CLIENT:
SECTION-PORCH STEMWALL WITH BRICK SECTION-TYPICAL SAW-CUT CONTROL JOINT RIVERSIDE HOMES
SECTION- INTERIOR BEARING Q SECTION-THICKENED EDGE
�D2 SD-, �SD-2) NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIRtMtN I�i.
S PROJECT:
37 ATLANTIC BEACH C.C.
(WEST INDIES-C)
JOB NUMBER: COUNTY:
--BEARING POST(AS NOTED) SCALE: -07141 ni IVAL
TREATED POST
CURB HEIGHT VARIES
CONCRETE SLAB Y8"=V-0"(ILI.O.N.)
SILL—\ --CONCRETE SLAB E
ABU POST BASE WITH E
—CONCRETE SLAB PAVERS BY OTHERS-\ DO NOT SCALE THIS DRAWING
PLATE GALV.ANCHOR EMBEDDED
8 RELEASE DATE:
CURB HEIGHT VARIES 12-(SET-XP ADHESIVE) 05-26-17
L c i ,i: I .- —
LL 7�7 EVISIONS
U)
c
____L 8"TALL,12"SQUARE GROUTED
CMU OR CAST-IN-PLACE CONCRETE
/r DRAWN BY:
PEDESTAL ON 24"X 24"X 12"PAD DJM
(AS NOTED) REINFORCEMENT(AS NOTED) FOOTING WITH(2)#5 EACH WAY
8- ONT. CHECKED BY:
ONE STORY-L2)#5 CONT. j (1)#4C
MJB/FSS
TWO STORY-(3)#5 CONT. TITLE:
E? FOUNDATION DETAILS
SHEET 2 of 2
SECTION-BEARING STEPDOWN P SECTION-INTERIOR BEARING PAD FOOTING SECTION-NON-BEARING STEPDOWN ru__� DETAIL-PAD FOOTING AT PAVERS
�,ID�-2 ESD-2) �D2 �D2
SHEET: SD-2
2-SPF#2 SOLE PLATE(U.0,N) 'ILL PLATE(BELOW)
ZZx NAIL TO BAND 2x-CORNER FRAMING FULL ULSBERG
BOARD WITH 0.131"x 3y4"NAILS @ 6"O.C. HEIGHT STUDS(TYPICAL)
BAND BOARD 2 ROWS OFO.l3l"x3Y4' HENGINEERING, INC.
AILS @ 12"O.C. g 11481 OLD ST.AUGUSTINE RD SUITE#202
STAGGERED(TYPICAL) JACKSONVILLE,FL.3�258
P
:904.1386.2401 F:904,260.43 7
www.. u En ineehng.co
IDA 5846
OPEN WEB TRUSS X6 OR 2x8 FRAMFD WALL
IT SILL PLATE(BELOW) EN
SHEATHING CONTINUOUS FROM BAND BOARD 2x4 CORNER FRAMING FULL HEIGHT STUDS
TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH 91
f t4o 1.507
EDGE NAILING REQUIREMENTS OF UPPER WALL MINIMUM OF(3)2X4 BLOCKS 12"LONG NAILED
TOENAIL TRUSS TO PLATE WITH WITH(4)0.131"x 3y4'NAILS TO EACH ADJACENT
(2)0 131"x 3y4"NAILS STUD OF f
S
.0,N) '0
DOUBLE PLATE(U ALTERNATE:INSTALL SOLID STUD IN THIS
SPACE
IONAA,
2x4 CORNER FRAMING FULL HEIGHT STUD
C SECTION.TVDIr'Ai r (2)ROWS OF 0 131"x 3Y411 it!'i I
------ NAILS @ 12"O.C'. FLO D S.SIMPSON,PE
SD-4 OR TRUSS 2x4 FRAMED WALL
L PE No 50791
COMMENTS
SECTION-TYPICAL FRAMING AT 900 CORNERS
SD-4
-NAIL SCAB TO TOP CHORD WITH
(4)0.13 Vx 3 X"NAILS
-METAL CONNECTOR REQUIRED
-ADD 2x4 VERTICAL SCAB IN EACH (SEE CONNECTION SCHEDULE) ,—METAL CONNECTOR
1UPLIFT CONNECTOR(AS NOTED) TRUSS IF NO WEB IS PRESENT NOT REQUIRED
Ut
-2 �3)0.131"x 3/4' NAILS TYPICAL AT
x4 SPF BLOCKING-NAIL WITH(2) EACH TRUSS
0.131"x 3y4"NAILS AT EACH END 2X4 X-BRACE ACROSS LENGTH OF DOUBLE PLATE
(END NAIL OR TOENAIL) SHEARWALL
/Z DOUBLE PLATE
—NAIL SCAB To PLATE WITH(3)
2x SPF#2 STUDS @ 16-O.C.
0.13 1"x 3 X"TOENAILS 2x SPF#2 STUDS @ 16"O.C.
THREADED ROD ASSEMBLY OR
TRUSS BOTTOM CHORD -TRUSS(AS NOTED) CONCRETE 10d CUT NAIL
QUICK-TIE AT NOTED SPACING @ 24"O.C.OR 1
2X4 BLOCKING BETWEEN TRUSSES "x 3 T"TAPCON
NAIL PORCH SHEA I THING AS NOTED SCREW @ 32-07.c.
TOENAILED TO DOUBLE PLATE WITH 2x TREATED SYP#2
0.131"x 3;/4"NAILS @ 4-O.C.
EXTERIOR FRAMED WALL SILL PLATE 2x TREATED SYP#2
DOUBLE PLATE 11 SILL PLATE
ocr-
MINIMUM X6"RATED SHEATHING UPLIFT(ROOF)-RODS OR QUICK
SECTION-EXTERIOR WALL PERPENDICULAR EXPOSURE I FASTEN AS NOTED -TIE FLOOR LOAD ONLY OR FICE COPY
D TO TRUSS SE ON WALL LAYOUT(BLOCK ALL EDGES)
SD-4 ROOF�ITHUPL�IFT RELEASED
'��73TION-INTERIOR SHEARVIVALL PERPENDICULAR TO TRUSS
SEG I ION ONLY APPLIES WHEN REFENENCED § CLIENT
/-METAL CONNECTOR OR -METAL CONNECTOR RIVERSIDE HOMES
BLOCKING REQUIRED (AS NOTED)
(AS NOTED)
PROJECT:
SIMPSON SDWC 15600 SCREW
NAIL EACH END OF BLOCKING TO @ 32"O.c.-U.O.N. 8
/-TRUSS(AS NOTED) BOTTOM CHORDS WITH(3)0.131"x 3Y4" '---DOUBLE PLATE 37 ATLANTIC BEACH C.C.
f
INSTALL 2X4 BLOCKING BETWEEN DOUBLE PLATE (WEST INDIES.C)
2x4 SPF NAILER-NAIL TO TOP PLATE WITH
TRUSS BOTTOM CHORDS @ 12"O.C. JOB NUMBER Y:
0.131"x 3,44'NAILS @ 6"O.0 1-
-BOTTOM CHORD OF TRUSS SHEATHING(AS NOTED) 2x SPF#2 STUDS@ 16"O.C. SC LE: 4-
XF 1'-0"W.O.N.)
---NAIL EACH BLOCK TO DOUBLE PLATE WITH(3) -ANC3PF#2 STUDS @ 16"O.C. SIMPSON SDWC 15450 SCREW DO NOT SCALE THIS DRAWING
V HOR BOLTS AT NOTED @ 32"O.C.-U.O.N. RELEASE DATE
NAIL PORCH SHEATHING AS.NOTED 0.131"x 3,4"NAILS
SPACING(48'O.C,MAXIMUM) 2x TREATED SYP#2 05-26-17
-EXTERIOR FRAMED WALL DOUBLE PLATE REVISIONS:
2x TREATED SYP#2 SILL PLATE
ILL PLATE ANCHOR BOLTSAT NOTED
_fVIINIMUM'/16"RATED SHEATHING 'I
EXPOSURE I FASTEN AS NOTED PACING(32"O.C,MAXIMUM)
_E ON WALL LAYOUT(BLOCK ALL EDGES) RAWN BY-
SECTION-EXTERIOR WALL PARALLEL TO TRUSS DJM
SHEARWALL
CHECKED BY:
UPLIFT(ROOF) SCREWS
mi
H SECTION-INTERIOR SHEARWALL PARALLEL TO TRUSS 2 TlI LE:
\��4 THIS Sitt,I IUN ONLY
FRAMING DETAILS
rrLIt:6 WHEN KcrtKtNULL) (7� SECTION- INTERIOR WALL CONDITIONS(BEARING AND/OR SHEARWALL) P SHEET 2 of 3
SHEET:
SD-4
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 HENGINEERING, INC.
EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING
11481 OLD ST.AUGUSTINE RD.,SUITE#202
BRACING 16"O.C. 24'0.C. 16"O.C. 24"O.C.
/Z (3)NAILS �NAIL DIAGONAL BRACE TO INTERMEDIATE JACKSONVILLE,FL.32258
P:
NONE REQUIRED 0"TO 53" 0"TO 47" 0"TO 67" 0"TO 59" 436 7
--- ROOF SHEATHING WEBS WITH(2)NAILS vNulsef
54"TO 114" 68"TO 145" 2x4 SPF No.2 DIAGONAL BRACE
2x4 L-BRACE 48"TO 991, 60"TO 126" A-M E
—ROOF TRUSS(BY OTHERS)WITH (TYPICAL AT EACH END OF
146"TO 232" 1
0
2x6 L-BRACE 115"TO 182" 27"TO 201 CONTINUOUS LATERAL BRACING)
100"TO 158" BRACE(IF REQUIRED)
L
NOTE: 50-191
TO REPLACE(1)ROW OF LATERAL BRACING NAIL DIAGONAL BRACE TO TRUSS bin
BRITTLE FINISHES ARE STUCC OR ADHERED VENEER
__-----INSTALL 2x4 No.2 SYP T-BRACE NAILED TO WEB WITH(3)NAILS
FLEXIBLE FINISHES ARE WOOD SIDING,HARDI-PANEL,
1.1 EACH PLY OF TRUSS WEB AT 6"O.C.WITH
> CONTINUOUS LATERAL BRACE(QUANTITY t - 0 Cc
f:rr4'
BRICK VENEER,ETC. —RATED ROOF SHEATHING I
0.131"x 3"NAILS TO REPLACE(2)ROWS OF AND LOCATION DEFINED BY TRUSS SHOP
--2x L-BRACENAILEDTO LATERALBRACING INSTALL 2x6 No.2 SYP > DRAWING.)
I �P' % !,/-;OF, ...
<
T-BRACE NAILED TO EACH PLY OF TRUSS
VERTICAL WEB WITH
--- WEB WIT OUS LATERAL BRACE TO
0.131"x 3"NAILS @ 6"O.C. -- ----- H 0.131"x 3"NAILS @ 6"O.C. i ONTINU
LISS WEB WITH(2)NAILS
EACH TR
Lu! --VERTICAL WEB IN GABLE ---- ------- ---
ROOF TRUSSES(BY OTHERS)
END TRUSS 0 -26-17
< NOTES: S.SIMPSON,PE
FLOJ
2x LOOKOUTS AT 48"O.C.
x L'ju"u"'0 (3)TRUSSES NIMUM 1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 FL PE No,50791
NOTE: F US LATERAL BF CE
'F J�l No.3 SYP OR 2x4 No.2 SPF OR BETTER(U.O.N.) CONIMENTS:
16"OR 24"O.C. T-BRACING TO BE USED WHEN CONTINUOUS
)C
SRA�E TABLE) LATERAL BRACING IS IMPRACTICAL.
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
\�6
2x4 SYP BLOCKING BETWEEN (3,)0.131"x 3 X"TOENAILS
H2.5A AT EACH LOOKOUT NAIL BRACE TO BLOCKING WITH(5)0.131"x 34'NAILS AT EACH LOOKOUT TO NUT&3"x 3"xX"WASHER
LOOKOUTS
2x4 LOOKOUTS @ 48"O.C.FOR TOP CHORD OF TRUSS. (SEE THREADED ROD ASSEMBLY DETAILS.) 9
EXTERIOR SHEATHING SHALL 2x6 BLOCKING BETWEEN TRUSSES WITH
OVERH�NG z—2x4 BLOCKING ik 12"LONG2x SCAB(MATCH BOTTOM CHORD)WITH/2"
BE NAILED TO BOTTOM CHORD ROOF SHEATHING(AS NOTED) (3)0.131"x 34'NAILS EACH END REQUIRED BETWEEN K&� SPACERS-WAIL w/(3)0.131"x 3"NAILS
OF TRUSS WITH ROOF SHEATHING(AS NOTED) LOOKOUTS
0.131"x 2 1/2"NAILS @ 6"O.0 BOTTOM CHORD OF GABLE END TRUSS
(U.O.N.ON WALL LAYOUT) 2X—BARGE RAFTER
BALLOON FRAMED STUDS THREADED ROD ASSEMBLY
(By OTHERS)
(AS No rED) ,7� FASCO
SINGLE PLATE NAIL TO TRUSS SECTION A-A 2x4 LOOKOUTS @ 48"O.C.
2x4 LOOKOUTS @ 48"O.C.
BOTTO 0 CHORDWITH 0.131"x 3/4" FOR OVERHANG
NAILS 6-O.C.
H3 CLIP OR EQUAL AT EACH H3 OR EQUAL AT
LOOKOUT EACH LOOKOUT OFFICE COPY
"—GABLE END TRUSS(DROP GABLE)
ROOF SHEATHING(AS NOTED)
CLIENT:
2x6 BRACE SPACED @ 48-O.C.
TOP CHORD OF GABLE END RIVERSIDE HOMES
DETAIL-BALLOON FRAMED GABLE END(LOW CEILING VAULT) UNLESS OTHERWISE NOTED
ON ROOF LAYOUT. TRUSS
�-6 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN Y2 OF EXTERIOR ROOF PITCH —ADD 2x4 T-BRACE NAILED @ 6"O.C. PROJECTi
VERTICAL WEB OF GABLE ENC
WITH 0.131"x 2Y2"NAILS IF BRACE TRUSS 37 ATLANTIC BEACH C.C.
H2.5A A"EACH LOOKOUT
LENGTH EXCEEDS Y-O".
2x4 LOOKOUTS @ 48"O.C.FOR NUT&3"x T'xX"WASHER (WEST INDIES-C)
JOB NUMBER:
OVERHANG 17-0714 DUIVAL
A SCALE: -
-ROOF SHEATHING(AS NOTED) LSTA12,LTP4,ORSDWC15,500 12"LONG SCAB X 11
@ 48-O.C. (MATCH BOTTOM CHORD) V-0"(U.O.N.)
2x4 SYP BLOCKING BETWEEN
LOOKOUTS WITH)/2'SPACERS 9 DO NOT SCALE THIS DRAWING
SEE DETAIL"G"ON SD-6 w RELEASE DATE:
FRAMED STUDS 05-26-17
WHERE THREADED RODS
(AS NOTED) ARE SPECIFIED. REVISIONS:
-)rGBC CLIP-(2)REQUIRED AT EACH BRA— BOTTOM CHORD OF GABLE 11
--DOUBLE PLATE END TRUSS
INTERICR VAULT TOENAIL BOTTOM CHORD OF GYPSUM BOARD CEILING
7, TPi_lqq TO DOUBLE PLATE WITH �—(2)2x DOUBLEPLATE A DRAWN BY:
EXTERIOR SHEATHING SHALL BE 0.131"x3Y4'NAILS@8"O.C. DJM
NAILED TO UPPER PLY OF NOTE: THREADED ROD ASSEMBLY CHECKED BY: MjB FSS
DOUBLE PLATE WITH 2x4 DRYWALL BACKING INSTALLED ALL MEMBERS SHALL BE#2 SYP. 2x STUDS TITLE:
0.131'x2X2"NAILS @ 6"O.C. CONTINUOUSLY BETWEEN BRACES
TRUSS BRACING AND
(U.O.N.ON WALL LAYOUT)
GABLE DETAILS
DETAIL-BALLOON FRAMED GABLE END(HIGH CEILI IG VAULT) �F SECTION-GABLE END DIAGONAL BRACING - (G'� SECTION-PLATFORM FRAMED GABLE END SHEET:
�-6 THREADED ROD NOT SHOWN FOR CLARITY
R
�-6 INTERIOR CEILING PITCH EXCEEDSX2 OF EXTERIOR ROOF PITCH �p SD-6
INSTALL SSP or SPH-CLIPS AT 32"O.C.AT ULSBERG
NOTE: DOUBLE PLATE
ATTACH DOUBLE PLATE TO STUD PER HENGINEERING, INC.
DETAIL"G"ON SD-7 ALTERNATE:MSTA24 STRAP LOOPED OVER 11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
DOUBLE PLATE NAILED WITH(6)10d x 1 XY NAILS P:904.886.2401 F:904.260.4367
EXTERIOR BEAM(AS NOTED) S,
UPPER LEVEL STUD INTO EACH SIDE OF STUD 12, www.HulsbergEngineering,com
A
UPPER LEVEL STUD FLORIR6#*O�-,;'5846
CS16 STRAP(CUT TO LENGTH)FROM UPPER DOUBLE PLATE
STUD TO BEAM BELOW @ 32-O.C.(U.O.N.). CS16 STRAP(CUT TO LENGTH)FROM UPPER
NOTCH BEAM AS REQUIRED TO .......
NAIL INTO UPPER STUD WITH(11)1 Od AND NAIL STUD TO HEADER BELOW @ 32"O.C.(I.I.O.N.).
FIT BENEATH DOUBLE PLATE NS
INTO BEAM WITH(11)10d NAILS, NAIL INTO UPPER STUD WITH(11)10d AND NAIL 0 x
BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE INTO HEADER WITH(11)1 Od NAILS.
BEAM BEARS ON(2)2x JACKS 44
0.
T BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE
-----7-BEGIN NAILING 1"MINIMUM BELOW TOP OF (TYPICAL-U.O.N.)
BEAM NAILING NOT REQUIRED BETWEEN UPPER SILL
A
CONDITION: 1 PLATE AND LOWER DOUBLE PLATE. Of-
(NOTCHED BEAM) w
BEAM(AS NOTED) Ap
-7 FLOOR SYSTEM(AS NOTED)
BEGIN NAILING 1"MINIMUM BELOW DOUBLE
PLATE
FLO
DETAIL-UPPER LEVEL STUD OVER BEAM
THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED
FL PE No.50791
DOUBLE PLATE
Z-NAIL SHEATHING TO DOUBLE PLATE WITH U -COMMgNTS:
L
(2)ROWS OF 0.131"x 2Y2'NAILS @ 6"O.C. LOWER LEVEL HEADER(AS NOTED)
MONOLITHIC FOUNDATION-EXTERIOR NAIL SHEATHING ALONG BOTTOM OF HEADER @ 3"O.C.
XB"x 6'TITEN HID SCREW ANCHOR
WP
or Y8"x 6"SCREW ANCH OR BY HURRI-BOLT,I NC. INSTALL DSP CLIPS @ 24"O.C.OR
or Y8"THREADED ROD SET 4Y2"INTO ADHESIVE SPH-@ 32"O.C. DETAIL-CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW
EXTERIOR BEAM(AS NOTED)
STEMWALL FOUNDATION-EXTERIOR DOUBLE PLATE THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED
Y2"THREADED ROD SET 7"INTO ADHESIVE ?
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 SirripeonlD USPID Uplift Capacity(Ibs) Fasteners Anchorage(U.O.N.)
CONDITION: 2 A35 MPA1 nis (12)0.131'x 1V,' 111a
ABU"-Z PAU44-7Z 22001 (12)0.162'x 2Y.or(12)0.162'x 3W 5/8'4 7'embed
(DROPPED BEAM) ABU66-Z PAU68-TZ 23DD(SYP) (12)0 162*x 21/,'or(12)0,162"x 31W SW vd 7'embed
.1...........
III RS150 1705(SYP or SPF) (11 t 0.140'x Win each end-(22)total n1a
IftItziye or5pt-T lV)II X itta
DETAIL DSP RSPT&2 (6)0141rx 1%*Into double plate
�B DETAIL-TYPICAL DTT2-Z INSTALLATION CE EXTERIOR BEAM TO WALL CONNECTION
S DIT22 DT8-Tz 2145(SYP)1835(SPF) (8)%'x 1 W SDS vd 4/Vembed(mono)and Tembed(stem)
�(USP D6TBTZ SI�MILAR) D GBC HC520 n/a (5)0.131'x I'Vinto gable brace i9a
(7)0.131-x 21/,'into double plate
H2.5A Iris:use RT7 600(syp) (5)0.131'x 2/.'in each end-(10)total We
MONOLITHIC FOUNDATION-EXTERIOR H2,5T n1a:use RT7 545(SYP oI (5)0.131'x 1'/.'in each end.(10)total n/a
H3 RT3A 455(SYP (4)0.131'x 21W in each end--(8)total n/a- ----------------- ---------------------------------------------------
-----------------------1-.11-1-1-1- ---
X2'X 12'TITEN HD SCREW ANCHOR ALTERNATE ANCHOR: 116 LFTA6 950(SYP)820(SPF) 0.131*x 21/,'in each end-(16)total We
He RTBA 745(SYP) (5)0.148'x IA'in each end-(10)total n/a
or Y8"THREADED ROD SET 7"INTO ADHESIVE
HDU5 5645(SYP 4065(SPF) (14)%'x 2%"SD8 W4 Tembed(mono)and I Tembed(stem)
X"X 6"TITEN HD HDQ8 n1a:use UPHD8 7630(SYP)5495(SPF) (20)Wx 3"SIDS 718"yd 15"embed(SET-0 epoxy only)
PHD5 OFFICE COF-Y
(MECHANICALLY GALVANIZED)
`�EXTERIOR BEAM I
STEMWALL FOUNDATION-EXTERIOR HDU8 PHDO 6970($YP)5020(SPF) (20)%"x 3'SDS 7181 15'embed(SET47 epoxy only)
(AS NOTED) WITH 2"XY8"WASHER HL-TA16 HTA16 1810(SYP) (10)0.148"x I W 4'embed
HTS20.HTS24 or HTS30 HTW20,HTW24 or HTW30 14WSYP)1245(SPF) (10)0.148'x W in e ach end- 20)total We
THREADED ROD SET 12"INTO ADHESIVE HIS CLIP FROM
HTSM16orHTSM20 HTVVM18 or HTWM20 1175(SYP) (8)0.148'x 3'into wood n/a
POST TO BEAM
INTERIOR APPLICATIONS- (4, '2 RIVERSIDE HOMES
TT,'I n to CMU CLIENT:
:,,:n concrete
IF EDGE DISTANCE EXCEEDS 5"USE \-LAP BEAM PLIES AND HTr4 HTr4 4236(SYP)3640(SPF)_(18)0.162'x 2%" 518'4 7'embed(mono)and iTembed(stem)
HTT5 HTT5 5OWSYP)4375(SPF) (26)0.162'x 21/i 518'4r embed(mono)and 1T embed(stem)
Y2'X 12"TITEN HID SCREW ANCHOR NAIL AS SHOWN-(5) LTP4 MP41F n/a (12)0.131'x 11/," n/a
or X8"x 8"TITEN HID SCREW ANCHOR 0.131"X 3;/4"NAILS PER PLY LSTAIR --- LSTAIS 1235(SYP)illO(SPF) (7)0.148'x 3"In each end-(14)total n/a PROJECT:
LTS12 LTW1 2 775(SYP)8MSPF) (8)0A 4T._3'in eachend-(12)total n1a........ .................. . ... .......... 37 ATLANTIC BEACH C.C.
2
or Y8"THREADED ROD SET 6"INTO ADHESIVE jl�ST�34___MSTA24 1640(SYP)11455(SPF) (9)0.148'x 3'in each end-(18)total n/a
-PT POST(AS NOTED) MSTAM24 MSTAM24 11500(SYP or SPF) (9)0.148'x Y into vtood n/a
11 (WEST INDIES-C)
(5)%,x 2 Y."TI t o U
CM
DETAIL-TYPICAL HTT5 INSTALLATION `H6 CLIP FROM POST (6) n into concrete JOB NUMBER: UNTY:
I STA30 MSTA30 2050(SYP)1820(SPF) (111)0.148'x 3"in each end-C22)total n1a 17-07 DUVAL
�-7 (USP PHD5 SIMILAR) TO BEAM MSTA36 MSTA38 in each end
SCALE�
PT POST(AS NOTED) 2050(SYP or SPF) (11p O�148*x 3 (26)total We
MSTAM36 MSTAM36 1870(SYP or SPF) (13)0.148'x Tinto vcod n1a
\--EXTERIOR BEAM 2 V-10"(ILI.O.N.)
ABU POST BASE (a)Wx 2%'Tit:n into CMU 8
E
(AS NOTED) (0)Wx 1Y."rit n into concrete E
MONOLITHIC FOUNDATION-EXTERIOR (AS NOTED) MTW12 orMTW20 1000(SYP)860(SPF) (7)0.148'X 3'In each end-(14)total n/a DO NOT SCALE THIS DRAWING
MTSM16 or MTSM20 HTWM16 or HTVVM20 06()(SYP) (7)0.146'x Finto vtood n/a RELEASE DATE:
THREADED ROD SET 15"INTO ADHESIVE PL) N VIEW AT TOP OF POST Y8"THREADED ROD (4)%*x 2Y.'"riten into CMU 05-26-17
0. WITH NUT SET IN (4)W x 1%'Titen into concrete
STEMWALL FOUNDATION-EXTERIOR .0 ADHESIVE PA51 ITA51 12940(SYP or SP F) (14)0.162"x 2%'or(4)0.162"x 3/.' 4'embed REVISIONS:
;/8'THREADED ROD SET 15'INTO ADHESIVE (7-EMBEDMENT) 81`114orSPHS �PTH4-_SP7H@ F) (12)_0.148'x_1W_ n/a ---------------------
SSP RSPT6 350(SYP or SPF) (4)0.148'x I'Vinto studs n/a
7 (3)0.148"x I I Into double plate
STHD114 STA 14210(SYP or SPF) 1(30)0.148'x 3 V.* Wombed DRAWN BY:
INTERIOR APPLICATIONS- DJM
Notes:
IF EDGE DISTANCE EXCEEDS 5"USE 1.All connectors am manufactured by Simpson Strong-Tie or USP Structural Connectors(U.O.N.) CHECKED BY:
THREADED ROD SET 8"INTO ADHESIVE
2.SYP-Southent Pine;SPF=Spruce-Pine-Fir MJB FSS
2 TITLE:
3.Mono-monolfthic concrete:stem-masonry sternvall or bond beam
METAL CONNECTOR
SIDE VIEW AT BASE OF POST 14.Anchorage refers to threaded anchom voth noted diameters and embedment depths j
a DETAILS
DETAIL-TYPICAL CONNECTIONS AT EXTERIOR POST
DETAIL-TYPICAL HDU8 INSTALLATION rF SHEET:
��7 (LISP PHD6 SIMILAR) SE-7
-7
SD
45'-0"
8'-5-2"' T-10" 8l-5-21 16-8"---------- ULSBERG
HENGINEEFJNG, fNC.
U)
11481 OLD ST.AUGUSTINE RD.,SUITE 202
JACKSONVILLE,FL.32258
L
— — — - — — — — — — - -- — P:904.886.2401 F:904.260.4367
L L J
24"x24"x 12". -TING www.HulsbergEnginee�ng.com
C.A.NUMBER:25846
WITH(2)#5 EACH WAY 0� '40
(TYPICAL) co
SEE DETAIL"E"ON SD-1 > ..... ....
1 T-3
12'-471 -2 �-2
OOR RECESS
4"CONCRETE SLAB WITH
No.�079
6x6 W1.40.4 WWF OR
FIBERMESH OVER 6 MIL
VAPOR BARRIER COVERING STgE .OF
B
CLEAN AND COMPACTED FILL
4
X 0 R
SD-1 sk
MPSON,PE
fills
L PE No.50791
T-9i"
-4" -2 -1 12'-62-1"
2 9'_ 3' 1-13'
j
...................................
I.............................................
. ..........
�8"x 30"x 12"PAD FOOTING
WITH(3)#5 EACH WAY
SEE DETAIL"P"ON SD-2
c 7 H
o
C/)
co
2" ............
'471
'IT-11" 5'-6" -8" 5-0' T-421"
3'
-PROVIDE
CESS
RE
FOR
S H OW E R
B%
_j— — — -- - — — — — — L
C? >22-
LF 9 CLIENT:
L___j RIVERSIDE HOMES
t PROJECT:
37 ATLANTIC BEACH C.C.
rD (WEST INDIES-C)
JOB NUMBER. COUNTY:
N SD-1,F,
17-0714 DUVAL
1;-2".
_CJ_j COPY
OFFICE SCALE: V-0"(U.O.N.)
14'-1 o" 16'7"
E
E
DO NOT SCALE THIS DRAWING
RELEASE DATE:
_2 2
05-26-17
REVISIONS:
6FtUIAL tIVIt5'DD D STRAPS —24"x 24"x 12"PAD FOOTING CJ SUGGESTED CONTROL JOINT
WITH(2)#5 EACH WAY LOCATIONS(SEE DETAIL"T"ON SD-2)
ZREQUIRED AT'N+ROW WALLS". m
SEE DETAIL"A"6N HEET SD-8. r7' — — — — — — — (TYPICAL)
DRAWN BY:
SEE DETAIL"E"ON SD-1 DENOTES TWO STORY
DJM
FOOTING CONDITION
i� CHECKED BY
MJQ/FSS
TITLE:
8'-3" 2-7 'j
NOTE: -2'-7" 5' 16-2-21" CONTRA TOR SHALL VERIFY ALL DIMENSIONS FOUNDATION PLAN
CONTINUOUS FOOTING -7l -22 USING FINAL APPROVED FLOOR PLAN PRIOR
6 T 11-
ACROSS GARAGE 45'-0" TO CONSTRUCTION
DOOR OPENING FOUNDATION PLAN SHEET:
S-3
HULSBERG
ENGfNEERING, fNC.
/Ap 11481 OLD ST.AUGUSTINE RD.,SUITE#202
IN
JACKSONVILLE,FL.32258
EACH REAR POST SHALL BE TRE LSTA18
P:904.88&2401 F:904.260.4367
FLORIDA C.A.NUMBER:25846
44 PO§T ON ABU44-Z POST BASE www.HulsbergEngineering.com
STRAP POST TO EACH BEAM ABOVE
WITH(1)H6-Z CLIP OR(1)MSTA24-Z HTT��
TYPICAL ALL POSTS-(U.O.N.) NOTE:
'po
HOLDOWN
SEE DETAIL"F"ON SHEET SD-7 ALTERNATIVE TO SSP/DSP AT DOUBLE PLATE, o
HTT TT2-Z (1)SIMPSON SDWC 15600 SCREW OR 4,00
�� 1 GEN$'�k�l %
HOLDOWN HOLDOWN ALTERNATIVE TO SPH AT DOUBLE PLATE, N %
(2)SIMPSON SDWC 15600 SCREWS STUD
TO DOUBLE PLATE PER SIMPSON DETAIL. t4o��547
HTT
fWN H
��TT:�5 : OF J cc
45
HOLDOWN DOUBLE
'00
X PLATE oel
<
6
b; ... ... ... .. PE
I ftill
�o o.50791
q
COWENTS:
0 y4"MINI
0 V m
-HTT5 MIN
X
1.1 MAX
'ZH61LDO�N�
-SDWC 15600
8"TYP STUD
T'5 +_:�TS24 AT HTS; SCREW
HO.DOWN BEAM GIRDER ELEVATION-SDVVC 15600
w:-
p OPTIMAL 22Y2'ANGLE
....... ....
\\ 1Q*
DOUBLE 3T
PLATE
IIL
H rS24 AT HTS24 AT
BEAM\ GIRDE�\,jj I k
3" 1/4")
... SDWC 15600
SCREW
C "IFFICE COPY
H rS24 AT
BEA SECTION-SDWC 15600
NC 1 5600
SCREW
STUTD
1 '7�_TT5 HTT
5 F10
2 CLIENT
DOWN
HOLDOWN HOL RIVERSIDE HOMES
ANCHOR BOLTS @ 24"O.C.
ES PROJECT:
GARAGE DOOR NOT
1, INSTALL(�j MSTA30 STRAP AT EACH END
37 ATLANTIC BEACH C.C.
OF GARAGE DOOR HEADER.NAIL STRAP
INTO HEADER AND JACKS BELOW. _s (WEST INDIES-C)
--HTT5--- F777;;;L
JOB NUMBER:
H 17-0714
2. EMBEDDED STRAP AT EACH END OF GARAGE
DOOR OPENING SEE DETAIL"F"ON SD-1 SCALE: )/8" =V-0"(U.O.N.)
lo
��E
-LSTA18—/ DO NOT SCALE THIS DRAWING
RELEASE DATE:
05-26-17
REVISIONS:
THREADED ROD LEGEND:
Y,"THREADED ROD FROM
NOTE: FOUNDATION TO DOUBLE PLATE.
EACH FRONT POST SHALL BE TREATED DRAWN BY:
44 POST ON ABU44-Z POST BASE (4-MINIMUM EMBEDMENT REQUIRED) DJM
/HTT5 HTT5,,
STRAP POST TO EACH BEAM ABOVE CHECKED BY:
HOLDOWl' HOLDOWN WITH(1)H6-Z CLIP OR(1)MSTA24-Z Y,"THREADED ROD FROM MJB/FSS
L FOUNDATION TO UPPER TITLE:
TYPICAL ALL POSTS-(U.O.N.) FLOOR DOUBLE PLATE. TIE-DOWN L.AYOUT
SEE DETAIL"F"ON SHEET SD-7 K'MINIMUM EMBEDMENT REQUIRED) FIRST FLOOR
SHEET:
TIE-DOWN LAYOUT-FIRST FLOOR 0 HOLDOWN(AS NOTED)
INSTALLED AT SILL PLATE rl S-5
HULSBERG
ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
Rol C> JACKSONVILLE,FL.32258
www.HulsbergEngineering.com
lFlj---QQ2
Pfoll R:25846
iol
B03
T
o"GIEN
00
00
col No.60791
J J--
NOTE:
B06 H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR 41-Z
CO3 SIDE OF THE WALL
TRUSS CONNECTOR SCHEDULE
B07 C04
'808 TRUSS ID LEFT INTERMEDIATE RIGHT
.............. PSON,PE
B09
FL PE No.50791
COMMENTS:
Blo: H2 5T OR H2.5T OR H2.5T OR
ALL TRUSSES(ROOF),
SDWC 15600 SDWC 15600 SDWC 15600
L
Bil NOTE:
1)ALL TRUSS CONNECTORS ARE BASED ON
UPLIFTS COMPUTED BY ENGINEER OF RECORD
E01 FOS- UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
SHALL BE DISREGARDED
E'
2)THE TRUSS LAYOUT AND NUMBERING SYSTEM
0 SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER
F n .�mu
.. ...... ... DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR t5
APPROVAL BY THE ENGINEER OF RECORD AND THE
CONTRACTOR
L ... ....... 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED
AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR
APPROVAL OF THE ENGINEER OF RECORD
4)HTS24/HTS30 STRAPS MAY BE INSTALLED ON THE
INTERIOR SIDE OF WALL
OFFICE COPY
5)REFER TO MANUFACTURER'S INSTALLATION DETAILS
WHEN USING SDWC SCREWS
A Or)
u CLIENT
I u u u ..........
BEAM SCHEDULE RIVERSIDE HOMES
>
2xl2 LED�ER w/(3Y--.
PROJECT:
x 4)/2"SDS SCREWS— BEAM I.D. BEAM SPECIFICATIONS
AT EACH INTERSECTING ...... 37 ATLANTIC BEACH C.C.
F12
FLOOR TRUSS END--- BM1 (2)1 Y4"x 20"2.OE LVL (WEST INDIE -
(24"O.C.MAX), F12A JOB NUMBER: COUNTY:
--------- 17-0714 DUVAL
SCALE:
V-10"(U.O.N
�--AR
DO NOT SCALE THIS DRAWING
> T-
2x6 TRE:ATETLEiDGE
w/(4)0.131"x3"NAlllLS 2x6 TREATED LEDGER
RELEASE DATE:
AT EACH INTERSECTING w/(4)0.131"x 3"NAILS 05-26-17
TRUSS WEB—
REVISIONS:
G02(8) AT EACH INTERSECTING
TRUSS WEB
DRAWN BY:
DJM
CHECKED BY:
MJB/FSS
AU'l - — — — — — — —— TITLE:LOWER ROOF LAYOUT
T- YOUT SHEET:
GABL BRA4uc'
SEE DETAIL S-7
OVERHANG EXTEND RAFTER PAST DIAGONAL ULSBERG
V-8" HENGfNEERMG, INC.
OVERHANG 34" 11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
0.131"x 3"NAILS @ 8"O.C.
P:90
fit � 0.4367
I STAGGERED ACROSS 0,131"x 3"NAILS @ 8"O.C.
ROOF SHEATHINC,,, ALL IN�ERSECTING MEMBERS ROOF SHEATHING STAGGERED ACROSS
INCREASE NAIL SIZE TO THROUGH TRUSS INTO RAFTER INCREASE NAIL SIZE TO\ ALL INTERSECTING MEMBERS 42="W:A
:,q tj 0 \Q L�-v%0'0-Nw;lp-il
0.1 20"x 3"RING SHANK IN FROM OPPOSITE SIDES OF NOTCH 0.120"x 3"RING SHANK IN
OVERHANG AREA OVERHANG AREA
�o,5079i
lx6 T&G DEUKIN lx6 T&G DECKING
FROM IIPPII,�
S
ALL INTERIEC
E'
'N�
G
S
D CRO
MEMBERS
STATE OF
OR
-ENGINEERE
ENGINEER
ED TRUSS
�PRE-ENGINEERED TRUSS N
P
2x6 RAFTER SLOTT 2x6 RAFTER SISTERED TO SIDE —J��BEARING WALL 11111111511111%
BETWEEN CORNER HIP JACKS "���BEARING WALL 111111151%
ED INTO GA
OF TRUSS.LOWER RAFTER TO 05-26-17
LOWER RAFTER TO ALIGN WITH ELEVATION ALIGN WITH BOTTOM OF T&G FLOYD S.SIMPSON,PE
BOTTOM OF T&G ELEVATION
(i,e.RAFTER IS NOT CUT OR & FL PE No.50791
NOTCHED) COMMENTS:
2x6 RAFTER SLOTTED INTO GAP
2x6 RAFTER SISTERED TO SIDE q
BETWEEN CORNER HIP JACKS
/OF TRUSS.LOWER RAFTER TO
LOWER RAFTER TO ALIGN WITH
/BOTTOM OF T&G ALIGN WITH BOTTOM OF T&G
(i.e.RAFTER IS NOT CUT OR NOTCHED)
EARING WALL
'*,�PRE-ENGINEERED TRUSS
-------PRE-ENGINEERED HIP TRUSS
BEARING WALL
PLAN VIEW
PLAN VIEW
A!
CORNER HIP RAFTER DETAIL �B RAFTER TAIL DETAIL
DOUBLE PLATE--_ 12'PLATE
OFFICE COPY
�j I /
LOAD BEARING------'
CLIENT:
HEADER RIVERSIDE HOMES
TRANSOM
PROJECT
/-NOTE: 37 ATLANTIC BEACH C.C.
ATTACH BOX BEAM TO C)
(WEST INDIES
INTERSECTING JACK STUD JOB NUMBER. ICOUNTY:
AT EACH END w/(4)0.131"x 3" 17-0714 DUVAL
j SCALE:
TOENAILS TOP&BOTTOM V-0"(U.O.N.)
E
MIN.8X" E
ASTEN TOP&BOTTOM MEMBERS DO NOT SCALE THIS DRAWING
REQUIRED\ RELEASE DATE:
BETWEEN TO EACH PLY w/0.131"x 3"NAILS 05-26-17
@ 6"O.C.(TYP.) REVISIONS:
TRANSOM&
WINDOW —(3)2x6 SYP No.2 BOX BEAM
TOP OF WINDOW DOOR OPENING f w/FLATWISE 2x6 SYP No.2 DRAWN BY:
TOP&BOTTOM DJM
CHECKED BY:
MJB/FSS
TITLE:
'----------WINDOW/SLIDING DETAILS
GLASS DOOR
SHEET:
SECTION-TRANSOM FRAMING AT 16'WIDE OPENINGS
-9
s
ULSBERG
ROOF COVERING(BY OTHERS) HENGINEEFJNG, INC.
ROOF TRUSSE 11481 OLD ST.AUGUSTINE RD.,SUITE#202
S
JACKSONVILLE,FL.32258
CORNICE DETAIL
(BY OTHERS) F P:904.886.2401 F:904�260.4367
DOUBLE PLATE www.HulsbergEngineedng.com
16"WASHER FLORIDA CA,NUMBER:25846
NUT WITH 2"x 2"x
ALTERNATE:SIMPSON LBPS Y2 SLOTTED 2
WASHER WITH 1"WASHER.
Y8"0 THREADED ROD
/16"OR ly32`RATED SHEATHING,EXPOSURE I-SHINGLE ROOF
ly32'RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF cl
—SIMPSON Y8"0 x 6"TITEN HID OR --SIMPSOIN Y8"O x 6 Y4"TITEN HID ROD COUPLER 2x No.2 SPF OR No.2 SYP- Y32"RATED SHEATHING,EXPOSURE I-METAL ROOF
-3.
OR!'THREADED ROD SET IN ADHESIVE WITH 51137" s
8 THREADED ROD SET IN ADHESIVE 8 SUBFASCIA WITH(2)0.131"x 34- 'FASTEN WITH 1*113"x 2%'RING SHANK
WITH MINIMUM 4"EMBEDMENT MINIMUM 4"EMBEDMENT WITH NUT&1" ENDNAILS AT TRUSS(U.O.N.) NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS.
5
WASHER Ai
WITH NUT&1"WASHER 6�
GYPSUM BOARD ill 0
, % -
CONNECTOR AT EACH TRUSS
(SEE TRUSS CONNECTION SCHEDULE) Ito
(2)2x SYP#2 DOUBLE PLATE(U.O.N.) v If
DETAIL-ANCHOR BOLT DETAIL-THREADED ROD ASSEMBLY GYPSUM BOARD
/16"RATED SHEATHING,EXPOSURE 1. 2F
FASTEN WITH 0.131")(2X"NAILS @ 6"O.C.ON
EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS.
(U.O.N.)(BLOCK ALL EDGES)
2x—SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT)
NUT WITH 1"CUT WASHER
2x—SPF#2 SOLE PLATE(U.0,N.)NAIL TO RIM
ROOF COVERING(3Y OTHERS)
BOARD WITH 0.131"x 34-NAILS @ 6"O.C.
ROOF TRUSSES—
CORNICE DETAIL 'Y32"RATED STURD-1-FLOOR(T&G)SHEATHING
(BY OTHERS) GLUED AND NAILED.FASTEN WITH 0.131"x 2X"RING
SHANK @ 6�O.C.ON EDGES AND 12"O.C.IN THE
FLOOR JOIST(I-JOIST SHOWN.SAWN
JOIST SIMILAR-SEE SECTION'C"ON
SD-4 FOR OPEN WEB TRUSS)
/16"OR ly32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF
%2"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF GYPSUM BOARD
2x No.2 SPF OR No.2 SYP %32"RATED SHEATHING,EXPOSURE I-METAL ROOF
SUBFASCIA WITH(2)0.131`x 34" FASTEN WITH 0.113'x 2 Y8"RING SHANK RIM BOARD
ENDNAILS AT TRUSS(U.C.N.) NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS.
GYPSUM BOARD NAIL JOIST TO PLATE WITH(2)0.131"x 34"TOENAILS
OFFICE COPY
(2)2x—SYP#2 DOUBLE PLATE(U.C.N.)
CONNECTOR AT EACH TRUSS
SEE TRUSS CONNECTION SCHEDULE)
TOENAIL RIM BOARD TO PLATE WITH
CLIENT:
(2)2x—SYP#2 DOUBLE PLATE(L.O.N.) 0.131"x 34'NAILS@ 8"O.C.
-A RIVERSIDE HOMES
APPLY SHEATHING HORIZONTALLY FOR STUCCO
FOR STUCCO THREADED COUPLING AS REQUIRED
APPLY SHEATHING HORIZONTALLY GYPSUM BOARD APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1
APPLICATIONS,EXCEPT THAT 7/16-STRUCTURAL 1 1
RATED OR 15/32"RATED SHEATHING MAY BE GYPSUM BOARD PROJECT:
RATED OR 15/32"RATED SHEATHING MAY BE _2x SPF#2 STUDS@ 16"O.C.-U.O.N.(SEE WALL LAYOUT)
INSTALLED VERTICALLY, 37 ATLANTIC BEACH C.C.
INSTALLED VERTICALLY. 2x SPF#2 STUDS@ 16"O.C�-U.O.N.(SEE WALL LAYOUT)
(WEST INDIES-C)
/16"RATED SHEATHING,EXPOSURE 1.
'RATED SHEATHING,EXPOSURE 1. JOB NUMBER:17.,714 1 COUNTY DUVAL
FASTEN WITH 0.131"x 2X"NAILS @ 6"0 C.ON FlA6STEN WITH 0.1 31"x 2X'NAILS @ TO.C.ON
EDGES AND 12"O,C.ON INTERMEDIATE§UPPORTS. SCALE
NOTE: NOTE: EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS,
(U,O.N.)(BLOCK ALL EDGES) (U.O.N,)(BLOCK ALL EDGES) V-101"(U.O.N.)
SILL PLATES ON EXTERIOR WALLS SILL PLATES ON EXTERIOR WALLS < 1
i E
SHALL BE ANCHORED BY THREADED THREADED ROD ASSEMBLY AT SHALL BE ANCHORED BY THREADED DO NOT SCALE THIS DRAWING
RODS SUPPLEMENTED BY ADDITIONAL RODS SUPPLEMENTED BY ADDITIONAL THREADED ROD ASSEMBLY AT RELEASE DATE:
NOTED SPACING(SEE DETAIL"C"
ANCHOR BOLTS AS REQUIRED TO ANCHOR BOLTS AS REQUIRED TO NOTED SPACING(SEE DETAIL"C" 05-26-17
THIS SHEET)
MAINTAIN MAXIMUM 48"O.C.SPACING MAINTAIN MAXIMUM 48"O.C.SPACING THIS SHEET) REVISIONS:
(U.O.N.)
ii� �2x TREATED SYP#2 SILL PLATE WITH ANCHORS
INSET WALLYY FOR STUCCO (SEE DETAIL"C'THIS SHEET) _2x TREATED SYP#2 SILL PLATE WITH ANCHORS
INSET WALLX`FOR STUCCO
APPLICATIONS APPLICATI
ONS (SEE DETAIL"C"THIS SHEET)
DRAWN BY:
DJM
CHECKED BY:
MjB FSS
SEE FOUNDATION DETAILS SEE FOUNDATION DETAILS TITLE:
FRAMING DETAILS
SECTION-TYPICAL EXTERIOR TWO STORY WALL SHEET 1 of 3
(7� SECTION-TYPICAL EXTERIOR ONE STORY WALL
SHEET:
�-3
SD-3
TYPICAL HEADER TO KING STUD CONNECTION(SEE TABLE) (2)2x—SYP#2 DOUBLE
PLATE(U.O.N.)NAIL
(TYPICAL DOUBLE PLATE SPLICE) ULSBERG
JOINT IN LOWER PLATE 48"MlNIMUM SPLICE LENGTH JOINT IN UPPER PLATE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER PLATES WITH 0.131"x 3"
MINIMUM NAILING OF WITH 0.1 31"x 34'NAILS @ 6"0 C.STAGGERED NAILS @ 8-O.C. STUD TO PLATE NAILING HENGINEERING, fNC.
(16)0.131"x 3"NAILS IN THIS ZONE. THREAC ED ROD ASSEMBLY CENTERED TYPICAL STUD TO
6
ON SPLI'E IN PLATE OR THREADED ROD (TYPICAL) UBLE PLATE STAGGERED 11481 OLD ST.AUGUSTINE RD.,SUITE#202
0 STUD SIZE END NAIL TOENAIL JACKSONVILLE,FL.32258
JACK ST(JD AND KING NNECTION TYPICAL FRAMING
8"MAX. 6"MAX. ASSEME LY WITHIN 12"ON EACH SIDE OF STUD REQUIREMENTS CO AT CHANGE IN P:904.886.2401 F:904.260.4367
JOINT. 6"MAX. 2x4 (2) (3) www.HulsbergEngineedng,com
(SEE WALL LAYOUI
a a PLATE HEIGHT
FLORIDA C.A.NUMBfR:25846
--7—MSTA36 STRAP
o
2x6 (3) (4) ...
CENTERED ON
SIMP
2x8 (4) (5)
,CHANGE IN
PLATE HEIGHT
AIDED ROD ASSEMBLY WITHIN 2x`10 (5) (6)
2x4 BLOCKING BETWEEN %
6"OF SPLICE IN LOWER PLATE STUDS TOENAIL %
ALTERNATE:IF ROD IS GREATER NAIL EACH PLATE TO JACK STUD OR ENDNAI L EACH END ALL NAILS NOTED ARE 0.131"x 34' 607
THAN 6"FROM SPLICE-ADD J 140.
WITH(3)0.131"x 34'NAILS-TOENAIL
SSP AT SPLICE. ... TO ADJACENT
REND AIL(TYP la i
STUD WITH(3)0.131"x 34"
NAILS z
_�2x SPF#2STUDS HEADER TO KING NAILING
-N
@ 16"O.C.(U.O.N.)
(SEE WALL LAYOUT) 2x6 (3)NAILS PER PLY
-15OUBLE'91LLREQOI� 15WHEREOPENING 2x8 (4)NAILS PER PLY -11vip "1 91
C N.) COMME44TS:
THREADED ROD 2xlO (5)NAILS PER PLY
WIDTH EEDS
ASSEMBLY AT
NOTED SPACING 2x12 (6)NAILS PER PLY
JOINT N SILL PLATt
2x TREATED 9/2"OR 9
4
q, SYP SILL PLATE LVL (5)NAILS PER PLY
11 Y8"OR 11 T"
it I It I It It LVIL (6)NAILS PER PLY
ANC`HOR AS REQUIRED
TYPICAL STUD TO SILL PLATE
4"MIN
THREADED ROD ASSEMBLY (SEE DETAIL�'C"ON SHEET SD-3) CONNECTION 14"LVL (7)NAILS PER PLY
x r12
9
, OR
LVL
u� 12'M�i
(BEYOND) BUILT-UP POST(WHEN NOTED ON WALL LAYOUT)
ANCHOR COUPLED TO THREADED ROD 16"LVL (8)NAILS PER PLY
BUILT-UP CORNER POST (SEE DETAIL"C"ON SHEET SD-3) NAIL EACH PLY WITH 0.1 31"x 34� I
NAILS@ 6'O.0 STAGGERED
2
L DETAIL-TYPICAL WALL FRAMING CONDITION
s
SD-5
12"MAX,
u- TICE COPY
0'
__�--INSTALL MSTA24 STRAP
LOOPED OVER DOUBLE
INSTALL DSP CLIP @ 32"O.C. PLATE.NAIL TO CRIPPLE ON
MAXIMUM SPACING (U.O.N.) EACH SIDE WITH(6) CLIENT:
RIVERSIDE HOMES
.131'x 1 X'NAILS.
DOUBLE PLATE STRAP CRIPPLE
TO HEADER WITH PROJECT:
JACKS AND KING STUDS
37 ATLANTIC BEACH C.C.
(AS NO ED) LSTA18 STRAP
(WEST INDIES-C)
-----HEADER(AS NOTED)
JOB NUMBER: ICOUNTY:
17.n7l4 DUVAL
2x BLOCKING(TYPICAL)
8
------------------ SCALE:
------ - ----
3)0 131"x 3 X"TOENAILS AT EACH END ------- ------ \��THREADED l'-O"(LI.O.N.)
D
P'IC& THREADE 7 T I
Ty ROD ASSEMBLY EE
AILEAC SILLPLYTO KING STUD ROD ASSEMBLY DO NOT SCALE THIS DRAWING
WITH(3)0,131"x 34'NAILS-TOENAIL
u; RELEASE DATE:
NOTE: 05-26-17
OR ENDNAIL(TYPICAL) NOTE:
EMBLY THREADED ROD ASSEMBLY T�-E-vjsjoNs.
THREADED ROD ASS
BEVEL BLOCKING AS REQUIRED FOR MINIMUM 1 NOT REQUIRED AT GARAGE J.
NOT REQUIRED AT GARAGE
DOOR OPENINGS(U.O.N.)
X2"NAIL PENETRATION INTO MAIN P RAMING DOOR OPENINGS(U.C.N.)
MEMBERS.(TYPICAL) DRAWN BY:
it DJM
\—(2)2x SILL !I
u It
CHECKED BY:
SHEATHING MAY CANTILEVER Up,-0 2" ANCHOR AS REQUIRED ANCHOR AS REQUIRED 42 MJB/FSS
MAXIMUM PAST SUPPORTS.ALL V�INDOW FLUSH HEADER CONDITION DROPPED HEADER CONDITION TITLE:FRAMING DETAILS
ATTACHMENTS MUST BE ANCHOR:_D INTO 2x
f 3
MEMBERS. SHEET 3 o
DETAIL-TYPICAL ARCH TOP OPENING rN DETAIL-DOUBLE PLATE STRAPPING OVER WIDE OPENINGS A SHEET:
THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD-5
HULSBERG
ENGfNEER.ING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
DOUBLE PLATE 91
JACKSONVILLE,FL,32258
P:904.886.2401 F 904.260A367
www.HulsbergEngineedng.com
JV�%,25846
I VIP w"
ENS 0,
"A'
%
91
7 5.07
No.
HEADER(AS NOTED)MAY BE RAISED TO BOTTOM
OF DOUBLE PLATE-MINIMUM(3)2X4 REQUIRED AT
N'Te OF
OF OPENING WITH RAISED HEADER. i
TOP %
1. /6'
o o
ORQ�
FASTEN SHEATHING TO HEAD
FL Y I Mlmlp�SON,PE
ER- oil
IN 3"GRID PATTERN AND FASTEN
(2)MSTA30 STRAPS FL PE No.50791
SHEATHING TO ALL FRAMING @ 3"O.C. 40MME� S:
NOTE:SHEATHING ONLY SHOWN FOR
USE 0.131"x 2j/2"NAILS ATALL LOCATIONS(I.I.O.N.) I
NARROW WALL SECTION.
2
REMAINING SHEATHING NOT
FASTEN PLATE TO HEADER-----
w/(2)ROWS OF 0.131 x 3 X"@ 3"O.C.
MINIMUM(3)STUDS
MINIMUM(3)STUDS----___
T
'z
MINIMUM
16
RATED SHEATHING
NAIL BLOCKING TOGETHER-Z 0
W/(3)EVENLY SPACED
x 3)/"
0.131 4 OFFICE COPY
Z �
STHD14 EMBEDDED STRAP—\
(OR HTT5 IF NOTED)
CLIENT.
RIVERSIDE HOMES
Y8"EPDXIED ANCHOR BOLT---_ �STHDll EMBEDDED STRAP i& PROJECT:
W/(7)MIN.EMBEDMENT W/ (OR HTT5 IF NOTED) 37 ATLANTIC BEACH C.C.
MINIMUM 2"x 2"X X16" (WEST INDIES-C)
PLATE WASHER 0 t/ JOB NUM13ER: COUNTY:
17-07141 DUVAL
SCALE:
0 0 10
l'-O"(U.O.N.)
—CONCRETE FOOTING
.0 DO NOT SCALE THIS DRAWING
PER FOUNDATION PLAN RELEASE DATE:
< 05-26-17
KLV16iuNS:
2 DRAWN BY:
DJM
CHECKED BY:
MJB FSS
TITLE:
APA WALL DETAIL
(—A DETAIL-NARROW WALL METHOD DETAIL
SHEET:
SD-8
F