1740 MARITIME OAK DR - STRUCTRURAL DRAWINGS DESIGN SPECIFICATIONS: GENERAL NOTES: 8. All concrete slabs on grade shall be the thickness as indicated on the drawings over ULSBERG
1. The scope of these plans is limited to the structural requiremen4 of this project. minimum 6 mil.polyethylene(visqueen)vapor barrier.Slabs shall be reinforced with
ct has been designed in accordance with the 5th Edition(2014)Florida Building ts 6 HENGINEERING, INC.
Proje Code,Existing Building(as applicable). Architectural,civil(site),electrical, mechanical(plumbing and HVAC)i waterproofing� 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, I-S
Code,Residential,and the Florida Building h of-1"to 2" 11481 OLD ST.AUGUSTINE RD.,SUITE#202
and flashing requirements are not addressed in these plans. or fibermesh reinforcement shall be used with a minimum fiber lengt 2
JACKSONVILLE.FL.32258
complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per
P:904.886,2401 F:904.260.4367
DESIGN CRITERIA: cubic yard in accordance with manufacturer's recommendations. Lt
2. It is the intent of the Engineer of Record(Engineer)that this work be performed in 21 www.HulsbergEngi�eering.com
conformance with all requirements of the authorities having jurisdiction over this type
X FL71DA C.A.NUMER:25846
Wind Design Method ASCE 7-10 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and
of construction and occupancy.
Basic Wind Speed: 130 mph other deleterious material.Structural fill shall be compacted to a density of at least
Sit N,
0 1 go**
Building Risk Category: 11 3. The contractor is responsible for the means and methods of constructior. t is the 95%of the Modified Proctor Maximum Dry Density(ASTM D1557).Termite protection
Wind Exposure: B(Enclosed Structure) contractor's sole responsibility to determine the procedure,sequence. and temporary shall be provided in accordance with applicable code requirements. If soil treatment
"S
Residential a is used,the treatment shall be done after all excavation,backfilling,and compaction
Building Classification: bracing as to insure the safety of the building and its component p rts during
Type V Construction is completed.
Building Type: NOT located in the wind-borne debris region construction.
Wind-Borne Debris:
nsions at the job site prior to 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be
4. The contractor shall verify all conditions and dime CC -
Unless otherwise noted,project site considerations shall be the responsibility of the
commencing work. compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density tv
Of
0
ot be limited to, he bottom of the footing.
owner and/or contractor. Examples of such items include,but shall n (ASTM D1 557)for a depth of at least two feet(Z-O")below t 11 i ,
%,!1_ S
determination of grade elevations,drainage features,and special requirements 5. The contractor shall supply,locate,and build into the Nvork all in-,;e-03,anchors,angles, IeIN
0
associated with FEMA flood hazard and/or DEP zones. plates,openings,sleeves, hangers,slab depressions,or other components as may be 11. The following minimum concrete cover shall be provided for reinforcement: of
Asso 'i
required to attach and accommodate other work. 3" Concrete cast against and permanently exposed to earth i -16
10% .SIMPSON,PE
DESIGN DEAD LOADS: 2" Concrete exposed to earth or weather .L PE No.50791
ntended-0 be typical 1 1/2"Concrete not exposed to earth or weather
6. All details and sections shown on the structural drawings-are i
. OMMENTS:
Floors: and shall be construed to apply to any similar situatiun elsewhere in the work except
.2 1
2 psf assumes a floor system utilizing wood decking or le ,1.1,
The design floor dead load of 1 rcing steel in concrete shall be lap-spliced with the following ull
where indicated otherwise. 12. Ali continuous reinfo
wood subflooring over wood truss,wood I-joist,or solid sawn lumber framing. The floor
minimum lengths:
ic tile. The Engineer shall be Z
covering is assumed to be carpet,vinyl,wood or cerarn 7. Refer to the structural drawings for all structural detaills and sections. Tine contractor #4 bars: 21"minimum
notified if the floor coverings differ from the noted assumptions J Z
shall contact the Engineer for clarification in cases of confiict bEtmeen the structural #5 bars: 26"minimum
J 4 0
drawings and any drawings prepared by others prior to corrimencing, WOrK. #6 bars: 32"minimum Z -
Roofs: 0 E
am - 21
Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) e i! r e rt 0 in Z
8. It is the owner's and/or contractor's responsibility to obtain a soils x o ation r po 13. Reinforcement in footings shall be bent around corners or corner bars shall be used.
Concrete or Clay Tile: 15 psf ing capacity of 0 C.)
Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable soil bear;
2000 psf. The Engineer shall be notified if soil conditions encountered eliffer from the 14. The contractor shall provide spacers,chairs, bolsters,etc.,necessary to support
pai�iticri and soil compaction crete surfaces shall have
noted assumptions. All requirements for:;ite pre i reinforcing steel.Support items which bear on exposed con !PP Z
DESIGN LIVE LOADS: 0 E. q : n ends which are plastic tipped or stainless steel.
specified in the soils report shall be followecl unless an r.stringent re t ire, ents are 0 U3 0 0
A? (I U.
Floors: specified in these plans. MASONRY:
LL Z
Exterior Balconies: 40 psf CONCRETE: ac Ul
Exterior Decks: 40 psf LL LL
General:
Sta i rs: 40 psf(or 300 lb point load) 0 UJ W
1 All concrete work shall be in accordance with"Building Code Pequirerne,-its for
50 psf(or 2000 1 b point load) ents for CC
Structural Concrete,"ACI 318-11,and"Specification for Structural Con'r;Lte,"ACI 301 LJ
Garages: All masonry work shall be in accordance with"Building Code Requirern
All Other Areas: 40 psf Masonry Structures,"ACI 530-11,and Specifications for Masonry Structures,"ACI
U3 A LU
2. All concrete shall have the following minimum ccmpressive!�,trength ot 28 days: 530.1-11 U1
Attics: e: f c:=250f�psi cc UA
Slabs on grade,footings,and misc.concret
Without Storage: 10 psf Structural slabs,walls,beams and columns: f r<�*ocopsi 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of UJ
With Limited Storage: 20 psf tween 8"to 11 W.
Designated radon zones only-all concrete: fc=3000psi 2000 psi per ASTM C1 019.Grout shall be mixed to provide a slump be 0.
With Storage: 30 psf(fixed stair access)
3. Cement shall conform to"Specification for Portland Cement" 'C1 5ON 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used
Roofs: in brick veneer.
CLIENT:
Less than 4:12 slope: 20 psf
m to"Specification for Concrete AggregataS"(ASTM C33)
4:12 slope or greater: 16 psf 4. Aggregate shall confor 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,aflkaiis,salts,organic
DEFLECTION CRITERIA: Concrete Masonry(CMU):
material or other substances that are deleterious to concrete or steel r inforcement. 1& PROJECT:
112 Atlantic Beach Country Club
Walls: 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the 1. Concrete masonry units(CMU)shall be ASTM C90-1 1 B,Hollow Load-Bearing
0
Wind loads with plaster or stucco finish: L/360 structural drawings.All reinforcing details shall conform to"Detai:s and Detailing of Concrete Masonry Units, normal weight,with a minimum compressive strength of I KEY WEST-B
brittle finishes: L/240 JOB NUMBER: NTY:
Wind loads with other unless detailed otherwise on the structural 1 goo psi(f m=1 500 psi). 16.1377
Concrete Reinforcement,"ACI 315 _I"' DUVAL
Wind loads with flexible finishes: L/1 20 or L/1 80* SCALE:
drawings.
L/1 80 for exterior walls with interior gypsum board finish. 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following XF =l'-O"(I.I.O.N.)
E
Floors: minimum lengths: DO NOT SCALE THIS DRAWING
7. Tolerances for foundation and slab alignment as well as placement of reinforcement E
Live Load: L/480 shall be in accordance with"Standard Tolerances for Concrete ConstrUcAicin and #4 bars: 20"minimum Z RELEASE DATE:
Total Load: L/240 10-18-16
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 #6 bars: 30"minimum REVISIONS:
f
Roofs: 3. Grout all cells containing vertical reinforcement in 6-0"maximum lifts.
Live Load: L/240 of masonry when the wall DRAWN BY:
Total Load: L/1 80 4. Provide cleanouts per ACI 530.1-11 in the bottom course Dim
height exceeds 6-0". CHECKED BY:
FSS
5. Beam reinforcement shall be continuous across control joints. TITLE:
GENERAL NOTES
SHEET I of 2
LU
t SHEET:
S-1
L!
Clay Masonry(Brick): 13. Fasten plies of 1 %"wide engineered lumber as follows: WINDOW,DOOR AND SOFFIT PRESSURES: ULSBERG
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 HENGINEERING, INC.
1. Brick shall conform to ASTM C62,C216,or C652 for Building Brick, Facing Brick,a id 3-ply beams with(3)rows of 0.131"x3%"nails @ 8"o.c.(each side) pressures indicated below and shall be installed in accordance with the manufacturer's
4-ply beams with(2)rows of Simpson 6 long SDW screws @ 12"O.C. 11481 OLD ST.AUGUSTINE RD.,SUITE#202
Hollow Brick,respectively. Grade SW shall be used. requirements. JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
than 16"o.c. STRUCTURAL STEEL: www.HulsbergEng)*pdng.com
2. Brick veneer shall be anchored with approved ties spaced no more
vertical and 16"o.c.horizontal. Additional ties shall be provided around all wall RER:25846
ns for Design and Fabrication and
openings greater than 16"in either direction,and shall be spaced no more than 36" 1. Structural steel shall conform to AISC Specificatio
eel for Buildings(latest editions).
f the openings. Erection of Structural St
0. "***� -0�
c.and placed within 12"o s 0
If .9 ;&
AWS D1.1
a.Welded Connections
6 ksi)or ASTM A572(Fy=50 ksi)
b.Structural Steel plates: ASTM A36(Fy=3
Strand wire veneer ties shall not be less in thickness than No.9 gage wire and shall WIND PRESSURES ON WINDOWS, DOORS &
3. -shapes: ASTM A992(Fy=50 ksi)
have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. c.Structural Steel W
_.. ASTM A572(Fy=50 ksi) -SOFFITS (W)
d.Structural Steel Angles and Channels:
22 gage by 7/8"corrugated and fastened with 1 W galvanized roofing nails.
ties shall be used at CMU walls. e.Structural Steel Rectangular HSS or Tubes: ASTM A500(Fy=50 ksi)
Adjustable or strand wire veneer TM A500(Fy=46 ksi)or 0? LU
AS
f. Structural Steel Round HSS or Pipe:
ASTM A53(Fy=35 ksi) AREA OF OPENING EDGE STRIP(5) INTERIOR ZONE (4)
Neg
4. Unless otherwise noted on the plans,a steel angle L4x4x1/4 shall be used for 11111 -
Pos Neg
supporting brick veneer over openings. This angle will not be required for arched c
windows where brick is self-supporting. If the length of the opening exceeds 6-0"Men 2. All structural steel connections and fabrications shall comply with AISC spe ifications.
11" 18.3 -19.9
x 3"lag screws @ - 91 0 to 20 sf 18.3 -24.5
the steel angle shall be attached to the wood framing with 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. 20.1 to 50 sf 17.5 -22.8 17.5 -19.1 PE
o.c.or Simpson Y4"x 3"SDS screws @ 12"o.c. 50.1 to 100 sf 16.4 -20.6 16.4 -18.6 ON,
FL PE No.50791
4. Holes required for bolted connections may be drilled or punched. Flame-cut holes
WOOD FRAMING: 1 .1 to 200 sf 15.5 -19.1 15.5 OMMENTS"
shall not be used. -17.4 14.7 -16.3
200.1 to 500 sf 14.71
1. All wood framing has been designed in accordance with"National Design Specific tior ISoffit Design Pressure 18.31 -24.51 18.31 -19.8
5. Bolts shall be installed to the"snug-tight"condition-u.o.n.
(NDS)for Wood Construction,"2012 edition. Base Design Pressure 15.50 GCpi ±0.18
PC Paint 15(red oxide)primer. Prior
for all sizes and 6. All structural steel shall be shop-painted with SS
2. Southern Yellow Pine member design incorporates design values hall be cleaned per SSPC SP-6"Commercial Blast Cleaning".
grades of visually graded Southern Yellow Pine dimension lumber per"Suppleme,it to painting,steelworks
mber,"published by
No. 13 to the 2002 Standard Grading Rules for Southern Pine Lu 7. SSPC Paint 36(polyurethane)shall be applied as the final coat to all structural steel
the Southern Pine Inspection Bureau(SPIB).
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=5.0' OFFICE COPY
shall be treated with an appropriate preservative suitable for the exposure conditic ns. 8. Field touch-up after installation where required to restore final finish.
TYPICAL INTERIOR ZONE(4) '9
4. If ACQ treatment is used on any wood member,then all nailing shall require HARDWARE AND ANCHORS: 8-
hot-dipped galvanized nails meeting ASTM Al 53,Class C,or ASTM B695,Class 50.
1. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie,
If borate treatment is used then galvanizing is not required.
United Steel Products(USP), or Engineer approved equal.
5. Prefabricated wood trusses shall comply with NDS and"National Design Standarc for r bolts and threaded rods shall be in accordance with ASTM A307 or ASTM
od Truss Construction(TPI 1-07)." 2. All ancho
Metal Plate Connected Wo
F1554,Grade 36. .. .. ..
6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. 3. All metal connectors and hardware which are exposed to the exterior or in contact
with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per
7. The Truss Manufacturer shall submit shop drawings and design notes with a
registered Engineer's seal for approval.Design notes shall include the rated load ASTM Al 53,Class C,or ASTM B695,Class 50.
capacity of the truss to truss connectors,and the manufacturer's license to fabric,,�te son Strong-Tie(with 7_77
shall approve 4. Anchor adhesives shall be either SET-XP or AT-XP by Simp
trusses utilizing the connector system proposed.The contractor
instructions.
fabrication and installation drawings showing size,shape and layout. Florida Product Approval)and installed according to the manufacturer's
Holes shall be cleaned of all debris and brushed out prior to installation of anchor CLIENT:
RIVERSIDE HOMES
8. Jobsite handling and erection, including temporary bracing,during installation of
adhesive.
trusses shall comply with TPI/WTCA BCSI 1
ROOF COVERING: PROJECT:
112 Atlantic Beach Country Club
9. All prefabricated wood trusses subjected to uplift conditions shall be securely faslened 7
The contractor shall be responsible for the design and installation of the roof covering
Z
d in the Truss 1. 0
to their supporting walls or beams with metal connectors as note KEY WEST-B
Connection Schedule. system. JOB NUMBER: COUNTY:
I R-1 177 DUVAL
Iled according to the
10. All gable ends shall be balloon framed or braced in accordance with the applicab e 2. Asphalt shingles shall comply with ASTM D3161 and be insta SCALE:
1 1-011(U.0.N.)
manufacturer's requirements.
detail as shown in the structural drawings.
DO NOT SCALE THIS DRAWING
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 RELEASE DATE:
Manual,"and the manufacturer's requirements. 10-18-16
be provided by others.
REVISIONS:
ma erial 4. Standing seam metal roofs shall comply with ASTM El 514 and be installed according
12. Engineered lumber(LVL,Parallam or LSL)shall meet the following minimum
to the manufacturer's requirements.
specifications:
LVL or Parallam LSL 5. The contractor shall be responsible for the design and installation of all metal flashing DRAWN BY:
DJM
E=2,000,000 psi E=1,550,000 psi
2
Fb=2,600 psi Fb=2,325 psi and valley material. CHECKED BY:
FSS
Fc=750 psi Fc=900 psi 9 TITLE:
Fv=285 psi Fv=31 0 psi
GENERAL NOTES
SHEET 2 of 2
21
SHEET:
S-2
STEMWA=LL LSBERG
HGINEERJNG, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
P:904.886.2401 F:9,0�260.4367
Ls
www.HulsbergEnf
fine.Odng.com
FLORIq�_4.A.,AUMYER:25846
E
50'-0"-
30"x 30"x 12"PAD FOOTING
P,
WITH(3)#5 EACH WAY
0
M > 00 SallivAilla
U) C/) SEE DETAIL"P"ON SD-1 %
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11
6-8-21"
4'-3"
6-2
OPY
4"CONCRETE SLAB WITH 6x W1.41.4 WWF
C*� OFFICE C
13-
C/) OR FIBERMESH OVER 6 MIL POR BARRIER
COVERING CLEAN AND CO PACTED FILL
OR j
Y^D
SD-1jr'%SD-2
C�l X SD-1JF
0� NOTE
I N4e
CONTINUOUS FOOTI G
ACRqSS GARAGE
DOO�OPENING
F
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..........
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U)
RIVERSIDE HOMES
0�
216" T-6
U) L_j_
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PROJECT:
CO
1- 11 -10" 18'-8"
-611 4' 112 Atlantic Beach Country Club
m
C=)
[SPECIAL EMBEDDED STRAPS_� 8 w C-?1 KEY WEST-B
REQUIRED AT"NARROW WALE611k"�� .......... Y:
JOB NUMBER: 11OUNT
.............
..........................
16-1377 DUVAL
.................
SEE DETAIL"A"ON SHEET SD-8.
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V-0"(I.I.O.N.)
....................... . 64...... . . ....... .....
.............. . ..........
L--'-,.............. ...........
DO NOT SCALE THIS DRAWING
REVISED TO REFLECT
10 RELEASE DATE:
2x8 TREATED LEDGER w/ i_�
NEW ARCHITECTURAL 10-18-16
HDG ANCHOR BOLT @ 18"O.C. TE_V_1SIONS
(SET ADHESIVE w/4"EMBED.) A 11-30-16(C F)
C� CJ SUGGESTED CONTROL JOINT
2x8 TREATED WOOD LOCATIONS(SEE DETAIL"T"ON SD-2)
JOISTS @ 16"O.C. DRAWN BY:
DJM
DENOTES TWO STORY
20 CHECKED BY:
....... ............
...... ..... .... FOOTING CONDITION
LA:1 A T r_j__L::1-1 A:1 :L FSS
I TITLE:
FOUNDATION PLAN
CONTRACTOR SHALL VERIFY ALL DIMENSIONS
191-011 27'-4" L�
J_ _L USING FINAL APPROVED FLOOR PLAN PRIOR 21
FOUNDATION PLAN TO CONSTRUCTION SHEET:
50'-0"
S-3
WALL FUMING NOTES: LSBERG
7r-
-ULL HEIGHT WALL SHEATHINGI�l, 1)ALL FIRST FLOOR EXTERIOR WALLS SHALL BE GINEERING, INC.
NOTE: : H
INSTALL SOLID BLOCKING BETWEEN CONSTRUCTED WITH2x6SPF No.2 STUDS 11481 OLD ST.AUGUSTINE RD.,SUITE#202
FLOORS AT ALL SECOND FLOOR JACKSONVILLE,FV 32258
@ 16-O.C.FOR PLATE HEIGHTS UP TO 10--1 Y8"-U.O.N.
i a
BUILT-UP POSTS. P:904.886.2401 F:04�260.436
www.HulsbergEn
2)ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL &tring.com
FQ�L,�.A.�UM8ER:25846
BE CONSTRUCTED WITH2x4SPF No.2 STUDS ESE 0097-
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@ 16-O.C.FOR PLATE HEIGHTS UP TO 10'-1 Y8"-U.O.N. §
—LSTA18
0",
CONT.(2)SPANS 40 0
3)THE FIRST FLOOR EXTERIOR WALL FINISH IS
HTT5 (2)1"'x 9 I'LVLA HTT5
HOLDOWN (2)2x6 HEADER 7 4 HOLDOW "FLEXIBLE"(SIDING)-U.O.N.
2 J 2 K 2 J 1 K N NY VARIATIONS.
em NOTIFY ENGINEER OF A
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...................... 1100 CC
N :9 Uj
4E
""�(2)2x6 BUILT-UP LSTA1 8 D-5 THREADED ROD LEGEND:
0 A
POST(MIN.) (2)JACK&: TYPICAL ALL Y8"THREADED ROD FROM _.4
MiN. EXTERIOR WINDOW AND FOUNDATION TO DOUBLE PLATE.
MINIMUM EMBEDMENT REQUIRED) f
DOOR OPENINGS (4
DTT2-Z HOLDOWN— YPICAL A
XTERIOR
0 OPE
(4)2x4 BUILT-UP rDR
0
rPOST(MIN.) ON,PE
T
HTT5 Y,"THREADED ROD FROM No.50791
.. ................. L OWI
.......... .. ..... FOUNDATION TO UPPER CO�OENTS:
....... HOLDOWN
jM2 FLOOR DOUBLE PLATE.
-SHEATH WALL WITH (4"MINIMUM EMBEDMENT REQUIRED)
MIN.'g"SHEATHING
NAILED AS SW-6. HOLDOWN(AS NOTED)
. . ..... INSTALLED AT SILL PLATE
LT
r(4)2x6 BUI -UP
::DTT�-Z HOLDOW
HTTI HOLDOWN� POST(MIN.)
............. ..........
�7— OFFICE COPY
SHEARWALL LEGEND:
(4)2x4 BUILT-Up
w ........... NON-BEARING WALL
POST(MIN.) Uj ...........
Cq
(4)2x4 BUILT-UP C/) <
Mg—GEDOOR NOTES 2x6 FRAMED WALL LU
X .... BEARING WALL
POST(MIN.)WITH—
L < ro
1. INSTALL( DTT2-Z AT SILL X
MSTA30 STRAP AT EACH END
Z C'j
(2)JACKS
OF GARAGE DOOR HEADER.NAIL STRAP d 0 SW-6
d U) MIN. 0
INTO HEADER AND JACKS BELOW. SHEARWALLS FASTENED WITH
2. EMBEDDED STRAP AT EACH END OF GARAGE 8d COM(0.131"x 2 Y2")NAILS @
C0
DOOR OPENING SEE DETAIL"F"ON SD-1 0 6"O.C.ON EDGES AND 12"O.C.
0 ON INTERMEDIATE SUPPORTS.
3. EACH GARAGE DOOR SHALL BE RATED FOR A SW-3
MINIMUM DESIGN PRESSURE OF 18.4 psf HTT5 SHEARWALLS FASTENED WITH
HOLDOWN 131"x 2 X2")NAILS @
8d COM(0.
HTT5— 3"O.C.ON EDGES AND 12"O.C.
HOLD N SW-3 -(4)2x4 BUILT-UP
ON INTERMEDIATE SUPPORTS.
POST(MIN.) (2)2x6 BUILT-UP
r
1 (2) 34 x 11 Y4"LVLL
L NCHOR BOLTS POST(MIN.) SHEATH BOTH SIDES OF WALL
POST�MIN
.. . . . .. .... ..
-A-1-1C.1 7.111A I I
Up
2x4 BUILT-7
�ST(MIN.)
4)2x4 B
U'LT Up
OST(MIN
CLIENT:
@ 24:70.C; (2)2x10 HEADER ALIGNED WITH AT INDICATED SHEARWALL
RIVERSIDE HOMES
..........
...... ............... -6"AND
1 K j ... /TRUSS ABOVE NOTE:ALL EXTERIOR WALLS SHALL BE"SW
(4)2x6 BUILT-UP . .... .
. .... : HTT5 SHALL BE NAILED @ 3"O.C.TOP AND BOTTOM PER
CONSTRUCT USING APA NARROW WALL POST(MIN.) LST 1 2
-FLSTA18 EACH END -& PROJECT:
...... HOLDOWN DETAILS"All&"B"ON SHEET SD-3-U.O.N.
METHOD WITH HEADER CONT'NUOUS ACROSS ALIGNED WITH 112 Atlantic Beach Country Club
OF HEADER
�---HTT5
FAIL"A"ON SD-8) TRUSS ABOVE ...... HTT5 4=
0 o KEY WE
RETURN WALLS(SEE DE HOLDOWN WOOD FRAMED HEADER LEGEND. - ST-B
HOLDOWN cm
LSTA18 EACH END JOB NUMBER: COUNTY:
SIZE
BALLOON FRAME WALL OF HEADER OF HEADER 16-1377 DUVAL
WITH 2x6 STUDS @ 8"O.C.
SCALE:
W-T f (2)2x HEAD V-0"(U.O.N.)
7w-
E DO NOT SCALE THIS DRAWING
i K
SD-7 < RELEASE DATE:
m :R (2)2x8 HEADER 10-18-16
(2)2x8 HEADER QUANTITY UANTITY
_�_EV_ISIONS.
LU 2J 9K
2 J 2K 01, 2 J 2K OFJACKS OF KING STUDS 11-30-16(CMF)
<
LU
NOTE:
F
NOTE:
EACI I EXTERIOR POST SHALL BE TREATED C14 's DRAWN BY: Dim
OST ON ABU66-Z POST BASE.STRAP >< ALL WOOD FRAMED LOAD BEARING HEADERS
6x6 P
POST TO :_:ACH BEAM ABOVE WITH(1)H6-Z CLIP (3)2x12 TREATED SHALL BE MINIMUM(2)2X6 No.2 OR BETTER
CHECKED BY:
OR(1)MSTA24-Z. M gg EM EM SYP.ALL EXTERIOR HEADERS SHALL BE FSS
TYPICAL ALL POSTS-(U.O.N.) INSTALLED WITH MINIMUM(2)JACKS AND TITLE:
WALL LAYOUT
SEE DETAIL"F"ON SHEET SD-7 (1)KING STUD AT EACH HEADER. ALL
FIRST FLOOR
INTERIOR LOAD BEARING HEADERS SHALL BE L5
REVISED TO REFLECT 2)
INSTALLED WITH MINIMUM(1)JACK AND SHEET:
NEW ARCHITECTURAL
(1)KING STUD.(U.O.N.) S-4
WALL LAYOUT-FIRST FLOOR
ILL IIIING NOTES: ULSBERG
LL HEIGHT WALL S:7H=�E=ATH�ING 1)ALL SECOND FLOOR EXTERIOR WALLS SHALL BE ENGINEERING, INC.
=7r� . H
CONSTRUCTED WITH2x4 sPF No.2 STUDS . a
L SOLID BLOCKING BETWEEN 11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE.FL.32258
FLOORS AT ALL SECOND @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-1 X8'-U.O.N. P:904.886.2401 F:.904.260.4367
BUILT-UP POSTS.
www.Hulsberg�i�gineering.com
2)ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL
FLORIDA C.X.NUMBER:25846
BE CONSTRUCTED WITH2x4SPF No.2 STUDS E
@ 16"O.C.FOR PLATE HEIGHTS UP TO 9�-1 X8"-U.O.N.
E -
0 0 /-(1)CS16 STRAP
d 0 3)THE SECOND FLOOR EXTERIOR WALL FINISH IS
LL FLEXIBLE�(SIDING)-U.O.N. S It/
0
NOTIFY ENGINEER OF ANY VARIATIONS.
do
0 C/)
0 �N
Uj
F- A
0 W 3:� THREADED ROD LEGEND: 41
M 0 Fo- (3
co 0 m zw THREADED ROD FR
SSP CLIP TOP AND BOTTOM 0 X U—)M OM 5.
< Con E d TYPICAL ALL FOUNDATION TO DOUBLE PLATEA * .
a_ C/)m 7<-' CZ 3: 2 R AF
0 @ 32"O.C.AND)/4"x 02" <w < R z
0 00m
< SDS SCREWS INTO FLOOR EXTERIOR WINDOW AND (4-MINIMUM EMBEDMENT REQUI E
Uj O.C. F- DOOR OPENINGS N,PE
x m BEAM BELOW @ 32" C-1- d u) of THREADED ROD FROM Von 0791
U) 0
0 0
0 co co__j
U) m Q_ @) U_ FOUNDATION TO UPPER
Ct) Z C/) -0
< FLOOR DOUBLE PLATE.
SSP CLIP TOP AND BOTTOM@ 32"O.C. EMBEDMENT REQUIRED) k
(4"MINIMUM
ANDY4"x 02"SDS SCREWS INTO
INTERSECTING FLOOR 0 HOLDOWN(AS NOTED)
TRUSSES BELOW INSTALLED AT SILL PLATE
....... OFFICE COPY
...... .. SHEARWALL LEGEND:
.. ........ .
NON-BEARING WALL
x ........ ... BEARING WALL
(2)2x4 BUILT-UP SW-6
d POST(MIN.)
SHEARWALLS FASTENED WITH
8d COM(0'131"x 2 Y2")NAILS @
Cn 6mO.C.ON EDGES AND 12"O.C.
0 ON INTERMEDIATE SUPPORTS.
Of
SW-3
SHEARWALLS FASTENED WITH
8d COM(0-131"x 2X")NAI LS @
3"O.C.ON EDGES AND 12"O.C.
4)2x6 BUILT-UP
ON INTERMEDIATE SUPPORTS.
... ..PQST.(MIN.)..... ...........
-UP CLIENT:
A2)2x4 BUILT SHEATH BOTH SIDES OF WALL
POST(MIN.) AT INDICATED SHEARWALL RIVERSIDE HOMES
...... ....... i�— 355� NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"AND
"O.C.TOP AN
D BOTTOM PER
. .... . SHALL BE NAILED @ 3
i PROJECT:
..... . DETAILS"A"&"B"ON SHEET SD-3-U.O.N.
112 Atlantic Beach Country Club
BALLOON FRAME WALL
WOOD FRAMED HEADER LEGEND:
WITH 2x6 STUDS @ 8"O.C. 0 KEY WEST-B
(2)CS16 (2)CS16
STRAP SIZE 2 JOB NUMBER: ICOUNTY:
STRAPS �2)JACK .21
16-1377 DUVAL
MIN. �Lj' OF HEADER 0
SCALE:
_!�73_ 8 =V-0"(U.O.N.)
E
SW-3 (2)2x E
I/ DO NOT SCALE THIS DRAWING
i _K Z
RELEASE DATE:
10-18-16
(2)2x6 HE QUANTITYPPUANTITY
SSP TOP&BOTTOM AND-/ 2 J OFJACKS OF KING STUDS �EVISIONS�
11-30-16(CMF)
X"x 4 Y2"SDS SCREWS INTO
TRUSSES BELOW @ 24"O.C.
NOTE:
1 DRAWN BY:
ALL WOOD FRAMED LOAD BEARING HEADERS
DJM
SHALL BE MINIMUM(2)2x6'No.2 OR BETTER CHECKED BY:
L
SYP.ALL EXTERIOR HEADERS SHALL BE FSS
TITLE:
INSTALLED WITH MINIMUM(2)JACKS AND WALLLAYOUT
(1)KING STUD AT EACH HEADER. ALL
SECOND FLOOR
REVISED TO REFLECT INTERIOR LOAD BEARING HEADERS SHALL BE L!J
El
INSTALLED WITH MINIMUM(1)JACK AND * SHEET:
NEW ARCHITECTURAL 2
m
(1)KING STUD.(U,O.N.)
S-5
WALL LAYOUT-SECOND FLOOR
Ll
NOTE:
H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR ULSBERG
SIDE OF THE WALL. HENGINEEFJNG, INC.
TRUSS CONNECTOR SCHEDULE 11481 OLD ST.AUGUSTINE RD.,SUITE 202
JACKSONVILLE,FL.32258
TRUSS ID LEFT INTERMEDIATE RIGHT P:904.886.2401 F:904.260.4367
LZ
21 www.HulsbergEp in�.Com
I A01 HTS24 HTS24
75
FLORIDA,(;-,A.N2ER'.-25846
E 'Wit
ALL TRUSSES H2.5T H2.5T H2.5T IBM Rs
I U.0.N. OR OR OR
SDWC 15600 SDWC 15600 SDW go
HTS24-� C 15600 11g
/-HTS %
1/0 AT NOTE: 4
151 FA02(�� %3(2) F, 'BO DO 3t�,) BEAM
< I T- III
11 11 1)ALL TRUSS CONNECTORS ARE BASED ON
i H F06 UPLIFTS COMPUTED BY ENGINEER OF RECORD.
Jol
Uj
UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
10
J02
SHALL BE DISREGARDED.
F
*;og
2)THE TRUSS LAYOUT AND NUMBERING SYSTEM
HT 24
SHOWN,SHALL BE USED BY THE TRUSS MANUFACTURER.
ON,PE
AT Ef DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR
50791
APPROVAL BY THE ENGINEER OF RECORD AND THE �6MME
CONTRACTOR.
LL
3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED
AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR
APPROVAL OF THE ENGINEER OF RECORD.
Fl 1�3) 2�2 E_
K01
A
OFFICE COPY
4) HTS24 HTS30 STRAPS MAY BE INSTALLED ON THE 0
.....................
INTERIOR SIDE OF WALL.
r—T
cn;
C)i
HIS24
) REFER TO MANUFACTURER'S INSTALLATION DETAILS
TS: 5
ATRFAM
AT 6 EAM WHEN USING SDWC SCREWS.
C)
2
13
03
Flo(".
CD
LL BEAM SCHEDULE
J02 F02
D
17 F02A
BEAM I.D. BEAM SPECIFICATIONS
L I
J02N
[F08 IF
F
j F02B
CLIENT:
1 Y4"x 20"2.OE LVL
BEAM-1 (2
......... ........ RIVERSIDE HOMES
F02A
...... BEAM-2 E LVL
HTS24 (2)1 Y4"x 20"2.0
...... .. PROJECT:
...... . (2)1 Y4"X 20-2.OE LVL 112 Atlantic Beach Country Club
BEAM-3
-r7 ILL 0 KEY WEST-B
:9 JOB NUMBER: COUNTY:
DUVAL
16-1377
F01
IN IN SCALE:
m IN XF =l'-O"(U.O.N.)
IN E
DO NOT SCALE THIS DRAWING
RELEASE DATE:
10-18-16
2x10 LEDGER w/(6) REVISIONS:
�1 1-3�016(CMF)
0.131"x 3-NAILS AT
3 J23 EACH STUD or
j
lI INTERSECTING TRUSS
T22 WEB(16"0.C.MAX) D A DJM
F
CHECKED BY:
J21 J21
mo mw�— , = m. FSS
rA-- � =� I ONE 1@m lom O.m No
Cq co Z — TITLE:
N N �i 0 Cq cli
ROOF TRUSS AND FLOOR
AREVISED TO REFLECT LAYOUT-LOWER LEVEL
L5
NEW ARCHITECTURAL 0
SHEET:
ROOF TRUSS&FLOOR LAYOUT-LOWER LEVEL
S-6
NOTE:
H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR ULSBERG-
SIDE OF THE WALL. ENGINEEFJNG, INC.
TRUSS CONNECTOR SCHEDULE 11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
1 TRUSS ID LEFT INTERMEDIATE RIGHT P:904.886.2401 F:904.260.4367
VmW231sbergEngineeringmm
Col HTS24
HTS24 FLORIDA C.A.NOMBER:25846
C10 H2.5T
OR HTS24 m
SDWC 15600
ALLTRUSSES H2-.-5T H2.5T H2.5T %
CD CD * 4
OR
-U.O.N. OR OR
J06 SDWC 15600 SDWC 15600 SDWC 15600
J06 LI -%n z
T 00 Ir Lr
NOTE:
J07 J07
1)ALL TRUSS CONNECTORS ARE BASED ON
01 UPLIFTS COMPUTED BY ENGINEER OF RECORD.
UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
SHALL BE DISREGARDED.
G02 E
COM E
2)THE TRUSS LAYOUT AND NUMBERING SYSTEM
J10 SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER.
DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR
i\--4,
J06 ND THE
APPROVAL BY THE ENGINEER OF RECORD A
m
J07 cl� CONTRACTOR.
E01
CTORS NOTED SHALL BE INSTALLED CE
3)TRUSS CONNIE
02 OFFICE COPY
AS
m M LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR
.......... ... . ......
...... . E ENGINEER OF RECORD. a
.. ........ . E031 APPROVAL OF TH
BE INSTALLED ON THE
E04 4) HTS24/HTS30 STRAPS MAY
INTERIOR SIDE OF WALL.
HTS24---�
.......... 'S INSTALLATION DETAILS
5) REFER TO MANUFACTURER
a09 WHEN USING SDWC SCREWS.
C08
C07
C06
05
C04
............ .... ..... .
CO3
CLIENT:
CO2 RIVERSIDE HOMES
_---HTS24
HTS24--- .......
PROJECT:
112 At
...... . KEY WEST-B
J07
J07 9 2 JOB NUMBER: )UNTY:
7� 7 J12 lantic Beach Country Club
9 2 .21
16-1377 IC' DUVAL
JOE
J06
SCALE:
y8o =1,-o,,(u.O.N.)
2
DO NOT SCALE THIS DRAWING
RELEASE DATE:
10-18-16
TE-VISIONS
11-30-16(CMF)
DRAWN BY'
L5 DJM
21-
CHECKED BY:
FSS
TITLE:
ROOFTRUSS
REVISED TO REFLECT
.9 UPPER LEVEL
NEW ARCHITECTURAL Lf
2 SHEET:
S-7
ROOF TRUSS LAYOUT-UPPER LEVEL
BRICK VENEER WITH 1"AIR SPACE BRICK VENEER WITH 1"AIR ULSBERG
AND WALL TIES (1)#5 CONT. < HENGINEERING, INC.
SPACE AND WALL TIES FILL JOINT WITH ELASTOMERIC SILL PLATE 11481 OLD ST.AUGUSTINE RD.,SUITE#202
CONT.FLASHING;PROVIDE WEEP HOLES C,41
CONT.FLASHING;PROVIDE SILL PLATE- I JACKSONVILLE,FL.32258
JOINT FILLER HEIGHT OF CURB VARIES(8"
@ 33"O.C. P:904.886.2401 F:904.260.4367
SILL PLATE GROUT AIR SPACE BELOW FLASHING x I WEEP HOLES @ 33"O.C. CONCRETE SLAB 6"MIN. MAX.) Er www.HulsbergEng�Aering.com
1-1 < j LC
GROUT AIR SPACE BELOW 00
FLORIDA C.A.NIAMBER:25846
CONCRETE SLAB GRADE---\ CONCRETE SLAB
F_ SILL FLASHING
t
PLATE
z!
x//1 NCRETE SLAB GRA
CO UL-\
x
#5 CONT. "O.C.
CMU STEMWALL WITH(1)#4 @ 48 0,
GRADE--\\ 0, *,0% "v _*141
0�>11 t:
NU!N EACH CORNER.
*lb,.
8"CMU STEMWALL WITH(1)#4 @ 48"O.C. FILL CELL SOLID AT EACH#4 REBAR.
4
AND IN EACH CORNER. HOOK REBAR 12"INTO UPPER COURSE
CD,
'7 FILL CELL SOLID AT EACH#4 REBAR. OF BLOCKS AND 6"INTO FOOTING.
ONE STORY-(2)#5 CONT.
C r- 5
INTO
HOOK REBAR 12"INTO SLAB AND 6"INTO 6 V-4" TWO STORY-(2)#5 CONT. 4E
Uj
FOOTING.
Uj v
5H Z-
J-
1 6� V-8" ONE STORY-(2)#5 CONT,
V-8" ONE STORY-(2)#5 CO T. V-5" ONE STORY-(3)#5 CONT. 4
V-8" TWO q7ORY-(3)#5 CONT. *04
11-8" TWO STORY-(3)#5 CONT. �Q-S��6� -�C3)i5 T. 1#0
�A SECTION-STEMWALL WITH BRICK SECTION-MONOLITHIC WITH BRICK rD SECTION-STEMWALL AT GARAGE SECTION-MONOLITHIC AT GARAGE
TACT 1,�SJD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT COM/m
'��Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CON
ENGINEER FOR ADDITIONAL REQUIREMENTS.
ENGINEER FOR ADDITIONAL REQUIREMENTS.
CONCRETE SLAB 42
SILL PLATE-
CONCRETE SLAB C14 SILL- OFFICE COPY
PLATE CONCRETE SLAB
CONCRETE SLAB
GRAD
GRADE
I D-1
< GRADE-,
GRAD
/(1)#5 CONT. �1)#5 CONT. t
<?YCMU STEMWALL WITH(1)#4 @ 48"O.C.
ADD 8"x 16"CMU TO INSIDE OF
C> AND IN EACH CORNER. C? - <-/-<
;L FILL CELL SOLID AT EACH#4 REBAR. /�YoN��/1" �\�xx STEMWALL AT POST LOCATION
X
WITH
(1)#4 VERTICAL IN EACH
HOOK REBAR 12"INTO SLAB AND 6"INTO
FOOTING. (AS NOTED) REINFORCEMENT(AS NOTED)
6" ONE STORY-(2)#5 CONT.
REINFORCEMENT(AS NOTED)
V-8" ONE STORY-(2)#5 CONT. V-411 TWO STORY-(2)#5 CONT. AS NOTED._____t___.___
T-8" TWO STORY-(3)#5 CONT.
SECTION-PAD FOOTING AT PORCH STEMWALL SECTION-PAD FOOTING AT THICKENED EDGE
K`B� SECTION-STEMWALL SECTION-MONOLITHIC
SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
D�-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS.
ENGINEER FOR ADDITIONAL REQUIREMENTS.
ALTERNATE:MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAIL R ON SHEET SD-2)
BRICK VENEER WITH 1"AIRSPACE CLIENT:
RIVERSIDE HOMES
AND WALL TIES
STHD14 STRAP NAILED TO
CONT.FLASHING;PROVIDE WEEP HOLES
BRICK VENEER WITH 1"AIR SPACE GARAGE DOOR POST. '5 PROJECT:
@ 33-O.C. < PA51 STRAP NAILED TO GARAGE
C/) EMBED STRAP INTO FOOTING
GROUT AIRSPACE BELOW FLASHING AND WALL TIES _j t 112 Atlantic Beach Country Club
;�z U) DOOR POST.BEND STRAP INTO AS SHOWN.
Z 1U___ 1 4-:
< CONT FLASHING;PROVIDE WEEP KEY WEST-8
FOOTING AS SHOWN.
(1)#5 CONT. 20
HOLES @ 33-O.C. 0 < JOBNUMBER: .1377 1COUNTY:
SILL PLATE 0 w DUVAL
co < co SCALE:
JOINT FILLER K Uj
FILL JOINT WITH ELASTOMERIC C*4 6"MIN. GROUT AIR SPACE BELOW FLASHING CD
SILL HEIGHT OF CURB VARIES(8"MAx.) �c U_ 4-(I.I.O.N.)
m z Y811
#4 WITH 6"HOOK INTO FOOTING
C? PLATE CD
CONCRETE SLAB DO NOT SCALE THIS DRAWING
< RELEASE DATE:
Lu
AND BENT 12"MINIMUM INTO Ir-
0
CONCRETE SLAB GRAD THICKENED EDGE. a L/) 10-18-16
GRAD GRADE 33
F EVISIONS
"O.C.
8"CMU STEMWALL WITH(1)#4 @ 48 C)
OK/
I 1 1 4
AND IN EACH CORNER.
X<GRADE
FILL CELL SOLID AT EACH#4 REBAR. \Y/
DRAWN BY:
HOOK REBAR 12"INTO UPPER COURSE
511 DJM
Ls
OF BLOCKS AND 6"INTO FOOTING.
CHECKED BY:
V-5"
i I - / x
ONE STORY-(3)#5 CONT. :f
45— 1� A
FSS
TWO STORY-(3) CONT.
V-9"
T-8" j ONE STORY-(2)#5 CONT. 6"MIN: TITLE:
TWO STORY-(3)#5 CONT. FOUNDATION DETAILS
1-8"
SHEET 1 of 2
SECTION-STEMWALL AT GARAGE WITH BRICK SECTION-MONOLITHIC AT GARAGE WITH BRICK rF--� DETAIL-PA51 INSTALLATION(STEMWALL) DETAIL-STHD14 INSTALLATION (MONOLITHIC)
SHEET:
�Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. _ SD-1
ENGINEER FOR ADDITIONAL REQUIREMENTS.
SHOWER AREA (2)MSTAM36-Z STRAPS ULSBERG
H
F i SHOWER AREA MONOLITHIC FOOTING
NAIL EACH STRAP TO CRIPPLE STUD ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
WITH(13)10d COM NAILS
JACKSONVILLE,FL.32258
8"CMU STEMWALL 3"MAXIMUM OVERHANG P:904.886.2401 F:904.260.4367
ZZ 0�I FASTEN STRAP TO FOUNDATION L5
(OPTIONAL) z El www.HuIsbergEngin ing.com
m x
FORM EDGE 01 WALL WITH r�X 2Y4"CONCRETE 2
CONCRETE SLAB w FLOFIDA C.A.NUVt5R:25846
SCREWS IN MASONRY OR
PLAN VIEW <
PLAN VIEW
T�X"x 1 Y4'CONCRETE
REWS INTO CONCRETE. ff
CONCRETE SCREWS SHALL BE
>1 X
POWERS"TAPPER"WITH PERMA-SEAL Z
"'s, ***so:*
(1)#5 CONT. 0.0t
FINISH OR EQUAL.
GRADE
1)#4 CONT. '- / )/ >/\
8-CMU STEMWALL WITH(1)#4 @
STRAP SHALL BE COVERED WITH
6"MIN.
48"O.C.AND IN EACH CORNER.
40
HEIGHT OF CURB VARIES /-11)#4 CONT. SIDING OR STUCCO
SILL
SILL—\
\ L SOLID AT EACH#4
LATE CONCRETE SLAB - PLATE - 1 4 1 REBAR.HOOK REBAR 16"INTO NOTE:
MIN\ HEIGHT OF CURB VARIES(8"MAX.)
P
THIS DETAIL MAY
6" PORCH SLAB AND 6"INTO / BE SUBSTITUTED FOR
GRAD FOOTING. E-1 I HER THE PA51 STRAP(STEMWALL)
L
.1 ts! 11."
71' '
CONCRETE SLAB
OR
0
1 (2)#5 CONT. THE STHD14 STRAP(MONOLITHIC).
GRADE� -8"
rn
OM
8"CMU STEMWALL WITH(1)#4(8cv 48"0 C
b
DETAIL- EMBEDDED STRAP ALTERNATE
AND IN EACH CORNER. SECTION-PORCH STEMWALL R
FILL CELL SOLID AT EACH#4 REBAR.
�D2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
x'x'X
HOOK REBAR 12"INTO SLAB AND 6H INTO >
ENGINEER FOR ADDITIONAL REQUIREMENTS.
12
FOOTING.
61 T-0" ONE STORY-(2)#5 CONT.
V-811 ONE STORY-(2)#5 CONT. —V-4' TWO STORY-(2)#5 CONT. NOTE:
SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS)
I VVO STORY-(3)#5 CONT. CO
AS SOON AS THE CONCRETE HAS HARDENED ENOUGH
OFFICE Ky
E
NOT TO BE DAMAGED DURING THE CUTTING PROCESS.
SECTION-STEMWALL AT EXTERIOR WALL SHOWER SECTION MONOLITHIC AT EXTERIOR WALL SHOWER (TYPICALLY 1-4 HOURS IN WARM WEATHER)
CONCRETE SLAB
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS.
0 0 0
FILL CUT WITH 1 11 DEEP x WIDE SAW
X/X CUT AT DENOTED
ELASTOMERIC
FILLER LOCATIONS. &
��(1)#5 CONT.
GRAD
ONCRETE SLAB x 8"CMU STEMWALL WITH(1)#4 @
SILL CONCRETE SLAB
4 C/1�1<
/48"O.C.AND IN EACH CORNER. F
FILL CELL SOLID AT EACH#4
PLATE
4 ............. REBAR.HOOK REBAR 16"INTO
C? 4
PORCH SLAB AND 6"INTO
74X _. \" "� ,
FOOTING.
6" CONCRETE SLAB—/
T-8" (2)#5 CONT,
(1)#5CONT.
T-4" ONE STORY-(2)#5 CONT. CLIENT:
T-811 TWO STORY-(3) 5 CONT.
RIVERSIDE HOMES
SECTION-TYPICAL SAW-CUT CONTROL JOINT
SECTION-PORCH STEMWALL WITH BR CK
�D2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTAC
SECTION- INTERIOR BEARING rK SECTION-THICKENED EDGE
PROJECT:
ENGINEER FOR ADDITIONAL REQUIREMENTS.
112 Atlantic Beach Country Club
�-2
KEY WEST-B
JOB NUMBER: ,.,.77 111INTY:
DUVAL
___�TREATED POST SCALE:
BEARING POST(AS NOTED) XF V-0"(U.O.N.)
E
ABU POST BASE WITH
CURB HEIGHT VARIES CONCRETE SLAB CONCRETE SLAB PAVERS BY OTHER DO NOT SCALE THIS DRAWING
8
GALV.ANCHOR EMBEDDED RELEASE DATE:
SILL--�,
(SET-XP ADHESIVE) 10-18-16
CONCRETE SLAB 12
PLATE CURB HEIGHT VARIES TEVISIONS
U) LL
C
TED
8"TALL 12"SQUARE GROU
C? C
DRAWN BY:
> 40 > CMU O�CAST-IN-PLACE CONCRETE
im
D
PEDESTAL ON 24"X 247 12"PAD
FOOTING WITH(2)#5 EACH WAY CHECKED BY:
D) REINFORCEMENT(AS NOTED) 8" (1)#4 CONT. 21-011 FSS
9 TITLE:
ONE STORY-(2)#5 CONT. FOUNDATION DETAILS
TW)STORY-(3)#5 CONT.
rQ_"� SECTION-NON-BEARING STEPIDOWN DETAIL-PAD FOOTING AT PAVERS SHEET 2 of 2
SECTION-BEARING STEPDOWN p SECTION-INTERIOR BEARING PAD FOOTING �D2 T: SD-2
Ll
/16"OR'X32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF ROOF COVERING(BY OTHERS) ULSBERG
1X32"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF ROOF TRUSSES HENGINEERING, INC.
'Y32"RATED SHEATHING,EXPOSURE I-METAL ROOF
11481 OLD ST.AUGUSTINE RD.,SUITE#202
FASTEN WITH 0.113"x 2 Y8"RING SHANK
JACKSONVILLE,FL.32258
NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. P:904.886.2401 F:9Q*.260.4367
CONNECTOR AT EACH TRUSS www.HulsbergEngifie4ring.com
846
(SEE TRUSS CONNECTION SCHEDULE) FLOR 25
._I�A
__Q,A,1,,kMBER
E
NOTE: A4p
TRUSS TO WALL CONNECTION CORN ICE DETAIL-----/
HARDWARE MUST BE INSTALLED (BY OTHERS)
ON THE EXTERIOR SIDE OF THE
4E
GYPSUM BOARD
WAL
2x—No.2 SPF OR No.2 SYP
cc: E
SUBFASCIA WITH(2)0.131'x 3 (2)2x—SYP#2 DOUBLE PLATE(U.O.N.)
ENDNAILS AT TRUSS(U.O.N.)
i
"
SIX
Ilete
WALL SHEATHING SHALL EXTEND TO TOP OF
DOUBLE PLATE IN ALL LOCATIONS AND SHALL
BE NAILED @ YO.C.TO THE TOP PLATE OF THE
DOUBLE PLATE(NAILING MAY ALSO BE SON,PE
STAGGERED ACROSS BOTH PLATES) E No.50791
C MM TS:
SEE DETAIL"F"ON SD-4 FOR BETWEEN FLOOR 9
OFFICE CO* v
CONNECTIONS
ROOF COVERING(BY OTHERS) 2x SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM
/16"OR'X32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF
2
ROOF TRUSSES BOARD WITH 0.131"x 3Y4"NAILS @ 6"O.C. Y32"RATED STURD-1-FLOOR(T&G)SHEATHING
1X32"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF GLUED AND NAILED.FASTEN WITH 0.131"x MY
1Y32'RATED SHEATHING,EXPOSURE I-METAL ROOF RING SHANK @ 6-O.C.ON EDGES AND 12"O.C.IN
FASTEN WITH 0.113"x 2 Y8"RING SHANK THE FIELD.
NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS.
2
CONNECTOR AT EACH TRUSS
X8"CLEARANCE BETWEEN PANELS
(SEE TRUSS CONNECTION SCHEDULE) FLOOR JOIST(I-JOIST SHOWN,SAWN JOIST
-0
BETWEEN FLOORS SIMILAR-SEE SECTION"C"ON SD-4 FOR OPEN 0
NOTE: WEB TRUSS)
CORNICE DETAIL
TRUSS TO WALL CONNECTION
(BY OTHERS)
HARDWARE MUST BE INSTALLED 's
ON THE EXTERIOR SIDE OF THE GYPSUM BOARD
WALL 2x—No.2 SPF OR No.2 Syp GYPSUM BOARD NAIL JOIST TO PLATE WITH(2)0.131'x 3
SUBFASCIA WITH(2)0.131'x 3 (2)2x—SYP#2 DOUBLE PLATE(U.O.N.) TOENAILS
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 RIM BOARD(LSL OR LVQ
T
BE NAILED @ 3"O.C.TO THE TOP PLATE OF THE
DOUBLE PLATE(NAILING MAY ALSO BE 'X32"FULL LENGTH RATED SHEATHING,EXPOSURE 1. CLIENT:
'Y32"FULL LENGTH RATED SHEATHING,EXPOSURE 1. RIVERSIDE HOMES
STAGGERED ACROSS BOTH PLATES) FASTEN WITH 8d COM OR 0.131"x 2 Y2" NAILS @ 6"O.C.ON
FASTEN WITH 8d COM OR 0.131"x 2Y2" NAILS @ 6"O.C.ON EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. --GYPSUM BOARD
EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS.
(U.O.N.)(BLOCK ALL EDGES)
PROJECT:
(U.O.N.)(BLOCK ALL EDGES)
2x SPF#2 STUDS @ 16"O.C.-U.O.N. 2x SPF#2 STUDS @ 16"O.C.-U.O.N. 112 Atlantic Beach Country Club
(SEE WALL LAYOUT) (SEE WALL LAYOUT)
APPLY SHEATHING HORIZONTALLY FOR STUCCO APPLY SHEATHING HORIZONTALLY FOR STUCCO KEY WEST-B
APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1 APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1 JOB NUMBER: COUNTY:
RATED OR 15/32"RATED SHEATHING MAY BE JR-1377 DUVAL
RATED OR 15132"RATED SHEATHING MAY BE SCALE:
INSTALLED VERTICALLY. INSTALLED VERTICALLY. 211 =1 1-011(U.O.N.)
8
E
o DO NOT SCALE THIS DRAWING
RELEASE DATE:
INSETWALLYY FOR STUCCO APPLICATIONS 10-18-16
INSET WALLY2"FOR STUCCO APPLICATIONS T-EVISIONS-
2x TREATED SYP#2 SILL PLATE WITH
2x TREATED SYP#2 SILL PLATE WITH WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE
WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE D SHALL BE NAILED @ 3-O.C. SIMPSON YV 0 x 6"TITEN HD
IN ALL LOCATIONS AN
2
IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. SIMPSON Y8"0 x 6"TITEN HD (OR TITEN HD ROD COUPLER) 51 DRAWN BY' DJM
(OR TITEN HD ROD COUPLER) L5
WITH 3"x YxX"WASHER @ 24-O.C. zf __
2 CHECKED BY:
WITH Yx 3"xX"WASHER @ 24"O.C. M
FSS
TITLE:
F ING DETAILS
RAM
SHEET I of 3
SHEET:
rB SECTION-TYPICAL EXTERIOR TWO STORY WALL
rA SECTION-TY'ICAL EXTERIOR ONE STORY WALL �-3 -3
SD
K�r 1@1 1
SHEATHING SILL PLATE(BELOW)
_Ix CORNER FRAMING FULL ULSBERG
HEIGHT STUDS(TYPICAL) ENGINEERING, INC.
FIELD NAILING H
0. 11481 OLD ST.AUGUSTINE RD.,SUITE#202
2x SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND 4"
(2)ROWS OF 0.131"x 3 JACKSONVILLE,FL.32258
—SHEATHING EXTENDS DOWN ONTO NAILS @ 12"O.C. P:904.8W.2401 F-904 260.4367
BOARD WITH 0.131'x 3Y4"NAILS @ 6-O.C. 7= Uj
RIM BOARD MINIMUM 6" STAGGERED(TYPICAL) www.,Hulsb4gv6iineering.com
TO ALLOW FOR NAILING _FILELA.C. NUMBER:25846
EDGE NAILING AT SOLE PLATE
2x BAND BOARD PER TRUSS MANUFACTURER
U_ 2x6 OR W FRAMED WALL
S
RIM BOARD
SILL PLATE(BELOW)
Y8'CLEARANCE BETWEEN PANELS
2 ROWS 0.131"x 2 Y2"NAILS
BETWEEN FLOORS 2x4 CORNER FRAMING FULL HEIGHT STUDS
PAGGERED @ 6"O.C.REQUIRED
2 IN UPPER AND LOWER SHEATHING MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED
X32"RATED SHEATHING RIM BOARD-
NAIL TO TRUSSES WITH(6)0.131"x MY NAILS. WITH(4)0.131"x 3 X"NAILS TO EACH ADJACENT
01
8"SPACE BETWEEN PANELS -
MINA % i ;
STUD
TOENAIL TRUSS TO PLATE WITH SHEATHING EXTENDS ABOVE DOUBLE ALTERNATE:INSTALL SOLID STUD IN THIS z OOPL
PLATE MINIMUM 6"TO ALLOW FOR SPACE I
some 60
(2)0.131'x 3 Y4'NAILS NAILING 2x4 CORNER FRAMING FULL HEIGHT STUD
DOUBLE PLATE(I.I.O.N.) EDGE NAILING AT DOUBLE PLATE MPSON,PE
(2)ROWS OF 0.131"x 3 X"
Z FL PE No,50791
NAILS @ 12"O.C.
2A FRAMEDMALL SOMMENTS:
SECTION-TYPICAL FRAMING AT 900 CORNERS Z
K-7-� SECTION-TYPICAL OPEN WEB FLOOR TRUSS DETAIL-TYPICAL SHEATHING NAILING BETWEEN FLOORS
�4 �4
OFFICE COmy
NAIL SCAB TO TOP CHORD WITH
(4)0.131'x 3 X"NAILS
ADD 2x4 VERTICAL SCAB IN EACH ROOF OR FLOOR FRAMING(AS NOTED
TRUSS IF NO WEB IS PRESENT CONNECTOR IF NOTED
0.131"x3)/4" NAILSTYPICALAT (SEE CONNECTION SCHEDULE)
UPLIFT CONNECTOR(AS NOTED) &CH TRUSS
2x4 SPF BLOCKING-NAIL WITH(2) 2x4 X-BRACE ACROSS LENGTH OF
0.131'x 3Y4'NAILS AT EACH END SHEARWALL
(END NAIL OR TOENAIL)
NAIL SCAB TO PLATE WITH(3)
0.131"x 34'TOENAILS
GYPSUM BOARD
TRUSS(AS NOTED)
TRUSS BOTTOM CHORD 2x4 BLOCKING BETWEEN TRUSSES (2)2x SYP#2 DOUBLE PLATE(I.I.O.N.)
TOENAILED TO DOUBLE PLATE WITH
NAIL PORCH SHEATHING AS NOTED 0.131"x 34'NAILS @ 4"O.C.
EXTERIOR FRAMED WALL DOUBLE PLATE 2x SPF#2 STUDS @ 16"O.C.-U.O.N.
MINIMUM X16"RATED SHEATHING, (SEE WALL LAYOUT)
EXPOSURE I FASTEN AS NOTED Tm
ON WALL LAYOUT(BLOCK ALL EDGES) CLIENT:
RIVERSIDE HOMES
SECTION-EXTERIOR WALL PERPENDICULAR TO TRU$S SECTION-INTERIOR SHEARWALL PERPENDICULAR TO TRUSS GYPSUM BOARD
�4 SECTION ONLY APPLIES WHEN REFERENCED PROJECT:
9 .0
THREADED ROD ASSEMBLY(IF NOTED) 51
8- 112 Atlantic Beach Country Club
2
INTERIOR SHEARWALL(IF NOTED)SHALL o
KEY WEST-B
USE X16"RATED SHEATHING FASTENED
NAIL EACH END OF BLOCKING TO JOB NUMBER: COUNTY:
AS NOTED. tw� 16-1377 DUVAL
BOTTOM CHORDS WITH(3)0.131"x 3 X" 8.� SCALE:
TRUSS(AS NOTED) INSTALL 2x4 BLOCKING BETWEEN 2x TREATED SYP#2 SILL PLATE WITH 1 1 1-011(U.0.N.)
8
TRUSS BOTTOM CHORDS @ 12"O.C.
2x4 SPF NAILER-NAIL TO TOP PLATE WITH SIMPSON Y8"x 6"TITEN HD @ 48"O.C.MAX.
DO NOT SCALE THIS DRAWING
0.131'x 3X4'NAILS @ 6"O.C. 2x SPF#2 SOLE PLATE RELEASE DATE:
B 10-18-16
WITH 0.131"x 3 X"NA REVISIONS:
NAIL EACH BLOCK TO DOUBLE PLATE WITH(3) @ 8"O.C.-U.O.N.
OTTOM CHORD OF TRUSS ILS
0.131"x 3X4'NAILS
7, FLOOR BEAM(AS NOTED)
�4
NAIL PORCH SHEATHING AS NOTED
DOUBLE PLATE DRAWN BY:
DJM
EXTERIOR FRAMED WALL MINIMUM V16"RATED SHEATHING, CHECKED BY:
EXPOSURE I FASTEN AS NOTED FSS
ON WALL LAYOUT(BLOCK ALL EDGES) SLAB ON GRADE CONDITION RAISED FLOOR CONDITION TITLE:
FRAMING DETAILS
SHEET 2 of 3
E SECTION-TYPICAL INTERIOR BEARING AND/OR SHEARWALL 5
SECTION-EXTERIOR WALL PARALLEL TO TRUSS S CTION- INTERIOR SHEARWALL PARALLEL TO TRUSS K-K 21
SHEET:
�-4 THIS SECTION ONLY APPLIES WHEN REFERENCED
SD-4
U_
(TYPICAL DOUBLE PLATE SPLICE) NOTE:REFER TO DETAIL"N"ON SD-5 FOR NAILING TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT ULSBERG
48"MINIMUM SPLICE LENGTH REQUIREMENTS AROUND OPENINGS IN WALL S, ENGINEERING, INC.
TYPICAL HEADER TO KING STUD CONNECTION SYP#2 DOUBLE PLATE(U.O.N.)NAIL
MINIMUM NAILING OF (2)2x 11481 OLD ST.AUGUSTIN�,RQ.,SUITE#202
PLATES WITH 0.131"x 3"NAILS @ 8"O.C.
(16)0.131"x 3"NAILS IN THIS ZONE. (SEE TABLE) JAC KSONVI LL�11.32258
STAGGERED
Ls
TYPICAL STUD TO DOUBLE PLATE www
NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WITH P:904.886.2401 11�.904,i260.4367
JC INT IN UPPER PLATE �ulsberqtnginwingmm
JOINT IN LOWER PLATE 0.131"x 3"NAILS @ 6"O.C.STAGGERED
CONNECTION
FIOR�D
.k�,A.NUMOER:25846
JACK STUD AND KING E
2
IN%
STUD REQUIREMENTS
SPH4 6 INSTALLED HORIZONTALLY st Pls� %Z,
0
(SEE WALL LAYOUT)
2x SPF#2 STUDS @ 16"O.C.(U.O.N.)
ZBUILT-UP HEADER WITH 0.131
x 3 4" HEADER TO KING NAILING
NAILS @ 12"O.C,TOP AND BOTTOM
TUD
"--NAILING AT S I (U.O.N.) 2x6 (3)NAILS PER PLY of Uj
J
R6
TO DOUBLE PLATE NAIL EACH PLATE TO JACK STUD A
STUD TO PLATE NAILING I
STUD SIZE ENDNAIL TOENAIL WITH 3 0.131"04'NAILS-TOENAIL 2x8 (4)NAILS PER PLY %
OR NNAIL(TYP AL)
s
2x4 (2) (3) 2x10 (5)NAILS PER PLY
N,PE
2x6 (3) (4) 2x12 (6)NAILS PER PLY o.50791
INTS:
2x8 (4) (5) 9/2"OR 9
I 1 1111 4
DOUBLE SILL REQUIRED WHERE OPENING LVL (5)NAILS PER PLY
2x10 (5) (6)
WIDTH EXCEEDS 61"(U.O.N.)
OFFICE COPY
11 Y8"OR 11
LVL (6)NAILS PER PLY
JOINT IN SILL PLATE
14"LVL (7)NAILS PER PLY
NAILING AT STUD
H
Q
LT
BUILT-UP CORNER POST
TO SILL PLATI I
16"LVL (8)NAILS PER PLY
N
U
2x TREATED SYP#2 SILL PLATE 6
4"MIN.;
u�j 12'MAX. '9
U 12"MAX. t
UILT-UP POST(WHEN NOTED ON WALL LAYOUT TYPICAL STUD TO SILL PLATE
U uOLT(AS NOTED)
If ANCHOR B B CONNECTION
NAIL EACH PLY WITH 0.131"x 3
L DETAIL-TYPICAL WALL FRAMING CONDITIONS NAILS @ 6-O.C.STAGGERED (SEE TABLE)
SD-5 ALL NAILS NOTED ARE 0.1 31"x 34"
----DOUBLE PLATE NAILING
Ui
NAIL SHEATHING TO HEADER WITH(2
ROWS 0.131"x MY NAILS @ 6-O.C.
NAIL SHEATHING TO HEADER WITH(6
DOUBLE PLATE
0.131'x 2 Y2"AT EACH END(TYPICAL)
........................ 2, CLIENT:
3"O.C.NAILING WITH 0.131"x MY NAILS
INTO BOTTOM(TYPICAL) RIVERSIDE HOMES
JACKS AND KING STUDS
(AS NOTED)
PROJECT:
NAIL SHEATHING TO KING STUD
112 Atlantic Beach Country Club
HEADER(AS NOTED) @ 12-O.C.MINIMUM.
0
2x BLOCKING(TYPICAL) KEY WEST-B
JOB NUMBER: NTY:
IR-1377 NVAL
0.131'x 3Y4"TOENAILS A- EACH EDGE NAILING PER SHEARWALL SCALE:
ND(TYPICAL) 2 1 1-011(U.O.N.)
REQUIREMENTS. NAILS MAY BE 10 -
NAIL EACH SILL PLY TO KIN'i STUD STAGGERED ACROSS TWO JACK DO NOT SCALE THIS DRAWING
WITH(3)0.131"x 3 X"NAILS-TOENAIL STUDS. RELEASE DATE:
OR ENDNAIL(TYPICAL) 10-18-16
DGE OF PANEL(TYPICAL)---- REVITIONS
BEVEL BLOCKING AS REQUIRED FOR
MINIMUM 1 Y2"NAIL PENETFATION INTO
MAIN FRAMING MEMBERS. �TYPICAL)
If 2 DRAWN BY:
11 � DJM
(2)2x SILL H U w
ANCHOR BOLT REQUIRED WITHIN
CHECKED BY:
SHEATHING MAY CANTILEVER UP TO 2" OF KING JACK UNIT-MAY BE FSS
MAXIMUM PAST SLIPPORT;.ALL LOCATED ON EITHER SIDE. TITLE:
WINDOW ATTACHMENTS N LIST BE ANCHOR BOLTS AS REQUIRED FRAMING DETAILS
DROPPED HEADER CONDITION
ANCHORED INTO 2x MEMBERS. SHEET 3 of 3
FLUSH HEADER CONDITION
DETAIL-TYPICAL ARCH TOP OPENING K"N _ DETAIL-OPENINGS WITH SOLID SAWN, LSL, LVL,OR PSL HEADER SHEET:
SD-5
�-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 RATED ROOF SHEATHING HENGINEEFJNG, INC.
BRACING 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
JACKSONVILLE,FL.32258
NONE REQUIRED 0"TO 53" 0"TO 47" TO 67" 0"TO 59" X, __--NAIL DIAGONAL BRACE TO INTERMEDIATE
P:904.886.2401 F:904.260.4367
WEBS WITH(2)NAILS
ROOF SHEATHING w�*44�lsbergEn
6 3"TO 145" yfneering.com
2A L-BRACE 54"TO 114" 48"To 991, 60"TO 126"
2x4 SPF No.2 DIAGONAL BRACE
_f BER:25846
E
2x6 L-BRACE 115"TO 182" ROOF TRUSS(BY OTHERS)WITH
116"TO 232" 127"TO 201" (TYPICAL AT EACH END OF 4=
I 100�TO 158"
10 Aor-,
.1
BRACE(IF REQUIRED) CONTINUOUS LATERAL BRACING) 45. %.I`v 4 '� 0
0*00�"'
NOTE: 0- ke*..'
'*
t;s
TO REPLACE(1)ROW OF LATERAL BRACIN(3 NAIL DIAGONAL BRACE TO TRUSS %
BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER
-PANEL, INSTALL 2x4 No.2 SYP T-BRACE NAILED TO WEB WITH(3)NAILS
FLEXIBLE FINISHES ARE WOOD SIDI 4G,HARDI Ir
EACH PLY OF TRUSS WEB AT 6"O.C.WITH
> —CONTINUOUS LATERAL BRACE(QUANTITY
BRICK VENEER,ETC.
-RATED ROOF SHEATHING OF
0.131"x 3"NAILS TO REPLACE(2)ROWS XAQ** 1
AND LOCATION DEFINED BY TRUSS SHOP
* cc
-2x L-BRACE NAILED TO o.2 SYP a
LATERALBRACING INSTALL 2x6 N > 4K
> DRAWING.) 2
t7l VERTICAL WEB WITH T-BRACE NAILED TO EACH PLY OF TRU Of
SS
"Its.
0.131"x 3"NAILS @ 6"O.C. WEB WITH 0.131"x 3"NAILS @ 6"O.C. NAIL CONTINUOUS LATERAL BRACE T
(D
EACH TRUSS WEB WITH(2)NAILS a
VERTICAL WEB IN GABLE ---- ------ It. '%
Uj . '40.,%t, ph
41411 0
b
END TRUSS ---------------7—ROOF TRUSSES(BY OTHERS)
NOTES:
2x LOOKOUTS AT 48"O.C.
SON,PE
(3)TRUSSES MINIMUM
w NOTE: 1) CONTINUOUS LATERAL BRACES SHALL FL PE No.50791
> FOR CONTINUOJS LATERAL B��CE
C2; OR 24"O.C. T-BRACING TO BE USED WHEN CONTINUOUS BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR C7MMENTS:
M i �[PACING(SEE TAB[E) .9 "
w LATERAL BRACING IS IMPRACTICAL. BETTER(U.O.N.)
2) ALL NAILS SHOWN SHALL BE 0.131"x 3"
0
NAILS(U.C.N.)
o
SECTION-TYPICAL T-BRACE DETAIL-TYPICAL LATERAL TRUSS BR�CING
rA DETAIL-TYPICAL VERTICAL BRACING AT GABLE EN KB rc
�-6 it OFFICE COPY
�-6 E
2x4 SYP BLOCKING BETWEEN NOTE: E
H2.5A A';'EACH LOOKOUT NAIL BRACE TO BLOCKING WITH(5)0.131'x 3Y4'NAILS
LOOKOUTS ALL MEMBERS SHALL BE#2 SYP.
2x4 LOCKOUTS @ 48"0.C.FOR
EXTERIOR SHEATHING SHALL —(3)0.131'x 3Y4"TOENAILS AT EACH LOOKOUT
BE NAILED TO BOTTOM CHORD OVERHANG 2x6 BLOCKING BETWEEN TRUSSES WITH TO TOP CHORD OF TRUSS.
Z5
OF TRUSS WITH ROOF SHEATHING(AS NOTED) (3)0.131'x 34'NAILS EACH END
2x4 BLOCKING REQUIRED BETWEEN
0.131"x 2 1/2"NAI LS @ 6"0.C. SHEATHING(AS NOTEEJD _—�
ROOF LOOKOUTS
(U.O.N.ON WALL LAYOUT)
2x BARGE RAFTER
BALLOO q FRAMED STUDS
(AS NOT=-D)
SINGLE DILATE NAIL TO TRUSS FASCIA(BY OTHERS)
BOTTON I CHORDWITH 0.131 x 3 XI'
2x4 LOOKOUTS @ 48"O.C.
NAILS Ca 6-O.C.
H3 CLIP OR EQUAL AT EACH
LOOKOUT
GABLE END TRUSS(DROP GABLE)
2x6 BRACE SPACED @ 48"O.C.UNLESS CLIENT:
OTHERWISE NOTED ON ROOF LAYOUT. RIVERSIDE HOMES
rD DETAIL-BALLOON FRAMED GABLE END EILING VAULT)
ADD 2x4 T-BRACE NAILED @ 6"O.C.
INTERIOR CEILING PITCH IS EOUAL TO OR LESS THAN Y2 OF ExrERIOR ROOF PITCH
42
WITH 0.131'x 2 YY NAILS IF BRACE PROJECT:
H2.5AAT EACH LOOKOUT LENGTH EXCEEDS 9'-0". 112 Atlantic Beach Country Club
2x4 LCOKOUTS @ 48"O.C.FOR KEY WEST-B
OVERfANG JOB NUMBER: COUNTY:
16-13771 DUVAL
ROOF ')HEATHING(AS NOTED)
2x4 SY I BLOCKING BETWEEN 11 =1 1-011(U.0.N.)
8
E
LOOKOUTS
DO NOT SCALE THIS DRAWING
BALLO ON FRAMED STUDS RELEASE DATE:
(AS NOTED) 10-18-16
LSTA12,LTP4,OR SDWC 15600 @ 48"O.C. REVISIONS:
GBC CLIP-(2)REQUIRED AT EACH BRACE
DOUBL E PLATE GYPSUM BOARD CEILING
INTERIOR VAULT TOENAIL BOTTOM CHORD OF
TRUSS TO DOUBLE PLATE WITH
EXTER OR SHEATHING SHALL BE DRAWN BY:
NAILE1 TO UPPER PLY OF DJM
0.131"x 3Y4"NAILS@ 8"O.C.
CHECKED BY:
DOUBLE PLATE WITH
2x4 DRYWALL BACKING INSTALLED FSS
NAILS @
0.131 x 2 Y2' 5)6"O.C. CONTINUOUSLY BETWEEN BRACES TITLE:
(U.O.N.ON WALL LAYOUT)
TRUSS BRACING AND GABLE
DETAILS
Uj
DETAIL-BALLOON FRAMED GABLE END(HIGH CEILING VAULT) rF SECTION-GABLE END DIAGONAL BRACING
SHEET:
INTERIOR CEILING PITCH EXCEEDSX2 OF EXTERIOR ROOF PITCH �-6
!�2
__SD-6
HULSBERG
ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
P:904.886.24arF:904.260.4367
EXTERIOR BEAM(AS NOTED) www.Hulsb�tg�ngineering.com
.12
FLMA.18.A.NUMBER:25846
DOUBLE PLATE E
NOTCH BEAM AS REQUIRED TO I MP
FIT BENEATH DOUBLE PLATE
0
S k
Co
BEAM BEARS ON(2)2x JACKS VN %
ZDOUBLE PLATE
(TYPICAL-U.O.N.)
L
NUT WITH 2"x 2"x WASHER
16
CONDITION: 1
ALTERNATE:SIMPSON LBPS Y2 SLOT I tu
Jz
:
(NOTCHED BEAM) WASHER WITH 1"WASHER. Of
Y8"0 THREADED ROD
PLER
SIMPSON Y8"O x 6"TITEN HD OR SIMPSON Y8"O x 6 X"TITEN HID ROD COU
WITH 1"CUT WASHER
I'THREADED ROD SET IN ADHESIVE
ItOMMENT'S.
OR!"THREADED ROD SET IN ADHESIVE WITH
NAIL SHEATHING TO DOUBLE PLATE WITH WITH MINIMUM 4"EMBEDMENT 8
(2)ROWS OF 0.131"x MY NAILS @ 6"O.C. WITH 1"WASHER MINIMUM 5"EMBEDMENT WITH 1 CUT WASHER
MONOLITHIC FOUNDATION-EXTERIOR NAIL SHEATHING ALONG BOTTOM OF HEADER 3-O.C. -7
X8"x 6"TITEN HID SCREW ANCHOR
r Y8"x 6"SCREW ANCHOR BY HURRI-BOLT,INC. INSTALL DSP CLIPS @ 24"O.C.OR
0 OFFICE COPY
or Y8"THREADED ROD SET 4X2"INTO ADHESIVE SPH_@ 32"O.C.
EXTERIOR BEAM(AS NOTED) DETAIL-THREADED ROD ASSEMBLY
DETAIL-ANCHOR BOLT
E
STEMWALL FOUNDATION-EXTERIOR
DOUBLE PLATE E
XY 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
Simpson ID USP ID Uplift Capacky(lbs) Fasteners Anchorage(U.O.N.) '8
USE MONOLITHIC CONDITION
CONDITION: 2 A35 MPA1 We (12)0.131'x 1.I/V. n1a
22OqSYP) (12)0.167 x 2%*or(12)0.162"x 31/7' 518'wl 7*embed
ASU44-Z PAU44-TZ
(DROPPED BEAM) ABUW-Z PAUe6-TZ 2300(SYP) (12)5.iez x 2yz,or(12)0.162"x 3W old-wl 7'embed
(11)0.14W x in each end-(22)total n/a
CSIS RS150 117135(SYP or SPF)
DSP RSPTB-2 7MSYP or SPF) 148'x1Y2into studs n1a
(6)0.148'x 1 YV into double plate
rB DETAIL-TYPICAL DTT2-Z INSTALLATION DETAIL-EXTERIOR BEAM TO WALL CONNECTION DTR:rz 2145(SYP)Ia35(SPF) (8)Y4'x 1 W S DS. V?"w)4%"em bed(m ono)and 7'em,bed(stem)
S�-7) DMZ
-7 HC520 rda (5)0.131*x I YVinto gable brace nta
(LISP DTB-TZ SIMILAR) GBC
(7)0.131"x 2W into double plate
H2,5A n�use RT7 600(SYP) (5)0.131*x 2W in each and-(11 D)total n1a rD
545(SYP or SPF) (5)0.131'x 1 YZ in each end-(I v)total n/a
MONOLITHIC FOUNDATION EXTERIOR H2.5T n1a:use RT7 (4)0.13 1"x 2W in each and-(8)t
H3 RT3A 455(SYP) otal We
X2"X 12"TITEN HID SCREW ANCHOR H8 LIFTAS 95D(SYP)82()(SPF) (8)0.131'x 2%in each end-(10)total n1a
ALTERNATE ANCHOR: HIS RT8A 745(SYP) (5)0.148'x 1W in each end-(IO)total n/a ---------- ---------
------------------------------ ---------- W_ .�__ - 4�
or Y8"THREADED ROD SET 7"INTO ADHESIVE F, ------------1 I_- I—- - �a epoxy orgy)
HDQ8 nia:use UPHD6 7630(SYP)5495(SPF) RD)Y4"x 3"SDS
/-EXTERIOR BEAM YY x 6"TITEN HID HDU5 PHD6 5645(S�LP (14)A'x 2WSDS 518"wl 7'embed(mono)and IT embed(stem)
)_4065(SPF)
(MECHANICALLY GALVANIZED) 1/4'x 3"S DS 718*wit 15'em bed(S ET-XP epoxy oriy)
EXTERIOR PHDO 6970(SYP)5020(S P F) ...................------------ --------------------------
STEMWALL FOUNDATION (AS NOTED) HID1.181 -_-1-___------------- -------I——----------------
---------- --------------- (10)0.1487x IY2* 4'embed
8"THREADED ROD SET 12"INTO ADHESIVE WITH iwl� 16 in each end-(20)total We
2"XX8"WASHER 145()(SYP)1245(SPF) (10)0.149"x
H6 CLIP FROM HTS20;HTS24 or HTS30 HTW20.HIW24 or HTW30 CLIENT:
HTSM16 or HTStA20 HTMAI6 or HTWM20 1175(SYP) (8)0.148*x 3"into wood n/a
POST TO BEAM 3r RIVERSIDE HOMES
(4)YV x 2Yi"Titen into CMU
INTERIOR APPLICATIONS- into concrete
7\\ (4)Y4'x 13/4'7iten 01
IF EDGE DISTANCE EXCEEDS 5"USE LAP BEAM PLIES AND 5/8'w/7'embed(mono)and 12'embed(stem) --s
HTT4 HTT4 4235(SYP)3640($PF) (18)0.167 x 2Y2'
NAIL AS SHOWN-(5) 5090(SYP)4375(SPF) (26)0.162x 2Y21. 5/8*wl 7'embed(mono)and IT embed(stem)
X2 x 12"TITEN HD SCREW ANCHOR HTT5 HTr5 ............... .............................. PROJECT:
........ Iva
LTP4 MP4F n1a (112)0.131"x I%'
or Y8"x 8"TITEN HID SCREW ANCHOR 0.131"X 3 X"NAI LS PER PLY 112 Atlantic Beach Country Club
LSTAi8 LSTAIS 1235(SYP)I 11110(�PF) (7)0.148 x 3"in each end-(14)total n/a
or Y8"THREADED ROD SET 6"INTO ADHESIVE LTS12 LTW12 775(SYP)865(SPF) (5)0.148'x 3'in each end-(15)total n1a
PT POST(AS NOTED) MSTA24 MSTA24 1640(SYP)1455(SPF) (9)0.148'x 3"in each end-0S)total We KEY WEST-B
---------- ----------- ----------------------------------------------------------------------------- 12
---------------------------14STAMN----------------------------------v§Wy07_o,__r_S_P F) (9)0.148"x 3"into wood JOB NUMBER: COUNTY:
01
DETAIL-TYPICAL HTT5 INSTALLATION H6 CLIP FROM POST (5)Y."x 2Y.'Titen into CPAU MVAL
(5)I/V x 13/4"Titen Into con --------- R-1 177
---------------------------_-------------
TO BEAM ------------------- SCALE:
SD-7 (USP PHD5 SIMILAR) I fill PT POST(AS NOTED) ---------------- �M I S 1.TA30 -----------------------------2050(SYP)1820(SPF) (11)0.148"x Y in each end-(22)total n/a
3 it
n/a 8 =V-0"(U.O.N.)
MSTA36 MSTA36 2050(SYP or SPF)___(13)0.148x 3!in each end-(26)total
EXTERIOR BEAM ABU POST BASE MSTAM36 MSTAM36 1870(SYP or SPF) (13)0.1487 x 3"into wood n1a E
DO NOT SCALE THIS DRAWING
(8)Y4'x 2Y4"7tten into CMU
(AS NOTED) (AS NOTED)
EXTERIOR (a)Y4,x mvmten into concrete
RELEASE DATE:
MONOLITHIC FOUNDATION
THREADED ROD MTS12 or MTS20 MTW12orMTW20 1 ODO(SYP)8 F) (7)0.148'x 3"in each end-(14)total nta 10-18-16
/8"THREADED ROD SET 15-INTO ADHESIVE PLAN VIEW AT TOP OF POST 1 0. MTSMIS or MTSM20 HTWM16 or HTWM21) 860(SYP) (7-10.148"x 3"into wood n1a
WITH NUT SET IN TEVISIONS
(4)V4'x 2Y4'Titen into CIMU
STEMWALL FOUNDATION-EXTERIOR .0 ADHESIVE (4)Y4'x 11/4"Tten into concrete
or(14)o.ja2,x ��ffnbed
(7"EMBEDMENT) TA51 2940(SYP or SPF) (14)0.162'x 2%
SNH4 or SPHS SPTH4 or SPTHe 48"x I YV nia
(SYP or SPF) (4)0.148'X I Y27 into studs n/a DRAWN BY:
/8"THREADED ROD SET 15-INTO ADHESIVE < 4 SSP
RSPT6 50
(3)0,148'x Dim
INTERIOR APPLICATIONS- 4 dMfVqYP nr SPF) 1 W into double plate 14-embed
4 STHD14 STAD14 CHECKED BY:
IF EDGE DISTANCE EXCEEDS 5"USE 4 FSS
1 1 4 4 Notes:
H I -
ALTEF
2"X 6,
(MEC�
WITH
E
E
X8'THREADED ROD SET 8"INTO ADHESIVE anufactured by Simpson Strong-Tie or USP Structural Connectors(U.O.N.) TITLE:
1.All connectors are in
2.SYP=Southern Pine;SPF=Spruce-Pine-Fir METAL CONNECTOR
SIDE VIEW AT BASE OF POST 3.Mono=monolithic concrete;stem,=masonry stemwall or bond.beam, DETAILS
.4,Anchorage refers to threaded anchors with noted diameters and embedment depths
SHEET:
K-D DETAIL TYPICAL HDU8 INSTALLATION (/j F DETAIL-TYPICAL CONNECTIONS AT EXTERIOR POST
(LISP PHD6 SIMILAR) SD-7
.. HLSBERG
GINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
DOUBLE PLATE P:904.886.2401 F:904.260.4367
www,HulsbergEngineering.com
UMBER:25846
4f
%
0, *0
OD791
TOM
HEADER(AS NOTED)MAY BE RAISED TO BOT
OF DOUBLE PLATE-MINIMUM(3
2x4 REQUIRED AT
06, OF
TOP OF OPENING WITH RAISED HEADER.
00 %
17
ft 6�
/10
N,PE
0
FASTEN SHEATHING TO HEADE
No.50791
��(2)MSTA30 STRAPS
IN 3"GRID PATTERN AND FASTEN
OMMENTS:
SHEATHING TO ALL FRAMING @ 3"O.C. NOTE:SHEATHING ONLY SHOWN FOR
USE 0.131 x 2 j/2"NAILS AT ALL LOCATIONS(U.O.N.) NARROW WALL SECTION.
0 REMAINING SHEATHING NOT
SHOWN FOR CLARITY.
10, p OFFICE C 0 py
FASTEN PLATE TO HEADER--
0 a MINIMUM(3)STUDS
w/(2)ROWS OF 0.131 x 3 X"@ 3"O.C.
0
0
MINIMUM(3)STUDS 0
0
0 a
0 0
0 0 0
0
MINIMUM
16
0
RATED SHEATHING
0 0
NAIL BLOCKING TOGETHER---/
w/(3)EVENLY SPACED
0 01 0
0.131"x 3
0
0 0 a
STHD14 EMBEDDED STRAP CLIENT:
(OR HTT5 IF NOTED) 0 0 RIVERSIDE HOMES
0 a
0 -6 PROJECT:
EPDXIED ANCHOR BOLT------. STHD14 EMBEDDED STRAP 112 Atlantic Beach Country Club
a 0 (OR HTT5 IF NOTED)
w/(7)MIN.EMBEDMENT W/
KEY WEST-B
MINIMUM 2"x 2"X 3/16" JOB NUMBER: COUNTY:
I A-1-177 DILIVAL
PLATE WASHER 0
SCALE:
0 0 .0 V-0"(U.O.N.)
1. Y81,
0 E
CONCRETE FOOTING
DO NOT SCALE THIS DRAWING
PER FOUNDATION PLAN
RELEASE DATE:
< 10-18-16
<Z-1 REVISIONS:
DRAWN BY:
DJM
ZI 21
< CHECKED BY:
:f FSS
TITLE:
APA WALL DETAIL
L5
t SHEET:
rA DETAIL-NARROW WALL METHOD DETAIL SD-8
HLSBERG
GINEEPJNG, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
Ls www.�iulsbergEngineering.com
FLORIPAC.�,." UMBER:25846
E
2 tiffg
Mp
11-811
ties",, 'let
1 151*
OVERHANG 31-411 �6
OVERHANG EXTEND RAFTER PAST DIAGONAL s
0.131"x3" AILS @ 8"0 C
S1 ERED
ROOF SHEATHING �CRO�
INCREASE NAIL SIZE TO ALL INTERSEC ING MEMBERS
0131"x 3"NA LS @ 8"O.C.
STAGGEI�ED ACROSS 0.120"x 3"RING SHANK IN iT� or
OVERHANG AREA f 41-1
ROOF SHEATHING,\ ALL IN�ERSECTI�G MEMBERS 00
INCREASE NAIL SIZE TO THROUOH TRUSS I'I,,ITO RAFTER 7
1x6 T&G DECKING--
0.120"x 3"RING SHANK IN FROM OPP SITE SIDES OF NOTCH
PE
OVERHANG AREA 6.50791
C��ENTS:
1x6 T&G DECKIN
RE-ENGINEERED TRUSS
2x6 RAFTER SISTERED TO SIDE/ EARING WALL
OFTRUSS.LOWER RAFTER TO
ALIGN WITH BOTTOM OF T&G OFFICE COPY
RE-ENGINEERED TRUSS ELEVATION
(i.e.RAFTER IS NOT CUT OR
2x6 RAFTER SLOTTED INTO)GAP
WALL NOTCHED)
BETWEEN CORNER HIP JACKS
LOWER RAFTER TO ALIGN WITH ELEVATIOI�
BOTTOM OF T&G
Z5
2x6 RAFTER SLOTTED INTO GAP
BET NEEN CORNER HIP JACKS 2x6 RAFTER SISTERED TO SIDE
LOWER RAFTER TO ALIGN WITH OF TRUSS.LOWER RAFTER TO
B01TOM OFT&G ALIGN WITH BOTTOM OF T&G
(i.e.RAFTER IS NOT CUT OR NOTCHED)
EARING WALL
F
L
LA
IC
e.I
RE-ENGINEERED TRUSS
.----PRE-ENGINEERED HIP TRUSS
Lj \\\�BEARING WALL
PLAN VIEW
PLAN VI:_w .9. CLIENT:
RIVERSIDE HOMES
CORNER HIP RAFTER DETAIL K—B RAFTER TAIL DETAIL
:SI PROJECT:
112 Atlantic Beach Country Club
KEY WEST-B
JOB NUMBEk 11INTY:
16-1377 DUVAL
SCALE: it
Y8 =1'-0"(U.O.N.)
2x8 or 2x6 DO NOT SCALE THIS DRAWING
RELEASE DATE:
10-18-16
TE—VISIONS
2x1 2----. 2x1
s DRAWN BY: MR
Ls
e—
.131"x 3"NAILS Z'. CHECKED BY:
RM-FSS
@'I"O.C. TITLE:
DETAILS
2x8 or 2x6
SHEET:
BOX BEAM
-9
SD