55 DONNER RD - STRU DRAWINGS GENERAL NOTES: 8. All concrete slabs on grade shall be the thickness as indicated on the drawings over ULSBERG
minimum 6 mil.polyethylene(visqueen)vapor barrier.Slabs shall be reinforced with ENGINEERING, INC.
DESIGN SPECIFICATIONS: 1. The scope of these plans is limi and ends in conformance with ASTM-A 185, H
ted to the structural requirements of this project. 11481 OLD ST.AUGUSTINE RD.,SUITE#202
in accordance with the 5th Edition(2014)Florida Building Architectural,civil(site),electrical,mechanical(plumbing and HVAC).waterproofing, 6x6 W1.4x1.4 WWF lapped 8"at edges
Project has been designed able). mesh reinforcement shall be used with a minimum fiber length of-2"to 2 CKSONVILLE,FL.32258
Code,Existing Building(as applic t addressed in these plans. or fiber JA
and flashing requirements are no P:904.886.2401 F:904.260.4367
Code,Residential,and the Florida Building complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per
DESIGN CRITERIA: 2� It is the intent of the Engineer of Record(Engineer)that trlisvvork be performed in cubic yard in accordance with manufacturer's recommendations. www.HulsbergEngineering.com
ts of the authorities having jurisdiction r)vpr this type MOWT.'Ililwo :25846
E
conformance with all requiremen 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and r,
Wind Design Method ASCE 7-10 of construction and occupancy. all be compacted to a density of at least YV
130 mph other deleterious material.Structural fill sh D 1557).Termite protection SIE
Basic Wind Speed: ans and methods of ccistruction it is the 95%of the Modified Proctor Maximum Dry Density(ASTM
11 3. The contractor is responsible for the me rdance with applicable code requirements. if soil treatment
Building Risk Category: procedure,sequence,and temporary shall be provided in acco ckfilling,and compaction
B(Enclosed Structure) contractor's sole responsibility to determine the ,
is used,the treatment shall be done after all excavation,ba -ON 1. cc S
Wind Exposure: Residential bracing as to insure the safety of the building and its component Paris during Z
LZ r.
411 : -
Building Classification: ion construction. is completed. 0 LU
Building Type: Type V Construct
Wind-Borne Debris: NOT located in the wind-borne debris region b sile prior to 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be J Z
of the 4. The contractor shall verify all conditions and dimensions at the jo compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density % �jl Z
therwise noted,project site considerations shall be the responsibility commencing work. the bottom of the footing.
Unless o (ASTM D1 557)for a depth of at least two feet(2'-0")below
owner and/or contractor. Examples of such items include,but shall not be limited to
determination of grade elevations,drainage features,and special requirements
5. The contractor shall supply,locate,and build into the work all inserts.anchors,angles,
associated with FEMA flood hazard and/or DEP zones. plates,openings,sleeves,hangers,slab depressions,or other (,ompnrer1!s P.s may be 11. The following minimum concrete cover shall be provided for reinforcement: Z
ch and accommodate other work. 3" Concrete cast against and permanently exposed to earth PSON,PE
required to atte osed to earth or weather
2" Concrete exp FIL PE No.50791
DESIGN DEAD LOADS: 6. All details and sections shown on the structural drawings are�ntenoled ,n',)e typical I %"Concrete not exposed to earth or weather C6MMENTS:
and shall be construed to apply to any similar situation elcewhzire ir the-;OIK exc,Pt lap-spliced with the following LLJ
e shall be Z
Floors: 12
The design floor dead load of 12 psf assumes a floor system utilizing wood decking or where indicated otherwise. All ccntinuous reinforcing steel in concret
wood subflooring over wood truss,wood I-joist,or solid sawn lumber framing. The loor minirTium lengths: Z U)
wood or ceramic tile. The Engineer shall b a I!,f-ontractor 21"minimum < 0
covering is assumed to be carpet,vinyl, 7. Refer to the structural drawings for all structural details alld��ectl #4 bars: 3: -J Z !N
s of confl4-,t #5 bars: 26"minimum _J C.) Z
notified if the floor coverings differ from the noted as3umptions shall contact the Engineer for clarification in case, CL < 0
drawings and any drawings prepared by otherb pi-ior to��or,,meilcii)g�N; #6 bars� 32"minimum
2 W
r corner bars shall be used.>W 0 M t Z
Roofs: 10 psf(Rafters)7 psf(Wood Truss'� 13. Reinforcement in footings shall be bent around corners o
I e owner's and/or contractor's responsibility io obt�.:n-.i �' I-c!Pcrt 0 0
Metal or Shingle: 8. it is th CL 0 ta 0
ture aSSLImes all qiiJwUU83)i;1�aanncl �t�' f support
Concrete or Clay Tile: 15 psf The design of the project struc r - ,to UJ -
1: ,j,o r i F' the
Refer to Architectural Plans for Roof Covering System 2000 psf. The Engineer shall be notified if soil conaitions ei C 'I e 14. The contractor shall provide spacers,chairs,bolsters,etc.,necessar�
exposed concrete surfaces shall haveo bii, M Z
noted assumptions. All requirements for site preparation�Ild :�Jl C3:n.,%_�:,.i0r (J - 0
reinforcing steel.Support items which bear on 0
e R which are plastic tipped or stainless steel.
DESIGN LIVE LOADS: specified in the soils report shall be followed unless rylors-,stnrx,,'�M--rX-, re ends U) C=1;:Z�,
UJ 0
specified in these plans. MASONRY: L Z
0 0 W
Floors: won
U. M
Exterior Balconies: 40 psf CONCRETE: General: LL. 0 W
a [L
Exterior Decks: 40 psf 15-;�;d,riq Code Rt!quirt���;ifs for ents for W
40 psf(or 300 lb point load) I All concrete work shall be in accordance witn" ,, ilding Code Requirerr ui UJ In
Stairs: r,I r,--o,' A(-.' 3'01 all be in accordance with"Bu
a*;on for'Strucw I All masonry work sh 0 W
50 psf(or 2000 lb point load) 0-11,and Specifications for Masonry Structures,"ACI
Garages: Structural Concrete."ACI 318-11,and"Specific ACI 53 W 0 U) us
Masonry Structures
All Other Areas: 40 psf cc
lk,wing minimurr,col�lp�es,�tv,� �j;,-3 na 530.1-11
2. All concrete shall have the to U,
Attics- Slabs on grade.footings�and miso; concrE;te. 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of
Without Storage: 10 psf Structural slabs,walls,bearris and co!urr.,ns: f C=3 011,�)P�-i 19.Grout shall be mixed to provide a slump between 8"to I cc
With Limited Storage: 20 psf Designated radon zones only-all concrete: f,c=_tGOO!�S1 2000 psi per ASTM C1 0
With Storage: 30 psf(fixed stair access) '�Tlvl 3. Mortar shall conform to ASTMI C270 and be Type M or S. Type IN mortar may be used
3. Cement shall conform to"Specification for Portllo`_Ceme-It"�A�.
in brick veneer. S. CLIENT:
ELITE CUSTOM HOMES&
Roof-,: 20 psf "Specificat'on for Concrete Ag,
3te-
Less than 4:12 slope: 4. Aggregate shall conform to 4 ','he contractor shall be responsible for the design and installation of all flashing.
RENOVATIONS
4:12 slope or greater: 16 psf
1 5. 'Water shall be clean and free of injurious amountS of Oil. PROJECT:
that are deleterious to conc-1-ie o, stoj�_'r�?!f C'on'crete Masonry(CMU): IT TOWNHOUSE
DEFLECTION CRITERIA: material or other substances TWO UN
its(CMU)shall be ASTM C90-1 I B,Hollow Load-Bearing (DONNER ROAD)
r_,;%:,,n 0-i tne Concrete masonry Lin
%Aialls: 6. Reinforcing steel shall beASTM A615 Grade 40uniess otlre, i I strength of
I Concrete N.4asonry Units,normal weight,with a minimum compressive
plaster or stucco finish: L/360 strUCtUral drawings.All reinforcing details shall conform to jn".; COUNTY:
�!I - JOB NUMBER: 91 DUVAL
Wind loads with 900 psi(f m.=1560 psi).
ef iled.otherwis�;,01'
Wir�d loads with other brittle finishes: L/240 Concrete Reinforcement,"ACI 315,unless d SCALE:
Wind loads with flexible finishes- L/I 20 or L/1 80* drawings. 1,-0,,(u.O.N.)
2. All continuous reinforcing steel in masonry shall be lap-spliced with the following
1_1 80 for exterior walls with interior gypsum board finish. nd slab alignment as we!!as placement of minimum lengths: E DO NOT SCALE THIS DRAWING
Floors: 7. Tolerances for foundation a 20"minimum RELEASE DATE:
;Ices for Conriete C,,-.;nst; and 02-13-17
Live Load: L/480* shall be in accordance with"Standard Toler@ #4 bars: -
Total Load: L/240* Materials,"ACI 117. Footing or slab edges may be LIP to 'ii`"InsIde rsf'hi,�Fill pl:,te. #5 bars: 25"minimum T�EVISIONS
#6 bars: 30"minimum
Increased floor stiffness may be required by floor covering manufacturer
3. Grout all cells containing vertical reinforcement in 5-0"maximum lifts.
DRAWN BY:
Roofs: onry when the wall CMF
Live Load: L/240 4. Provide cleanouts per ACI 530.1-11 in the bottom course of mas
Total Load: Li180 height exceeds 6-0". CHECKED BY:
FSS,
V"'BY CMF
CHECKED By FSS
TTL
5. Beam reinforcement shall be continuous across control joints. TITLE: RA
GENERAL NOTES
-R tSHEET I of 2
SHEET�
ULSBERG
ENGINEERING, INC.
� HMONOLITHI:C]
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL,32258
2,4"x 24"x 1 2" AD FOOTING P:904.886,2401 F:904.260.4367
1(2)45 EACH WAY
www.HulsbergEngineering.com
(TYPICAL)
FLORIDA C.A.NUMBER:25846
SEE DETAIL"E"ON SD-1 76-6"
SPECIAL EMBEDDED STRAPS
co 43'-10" 23'-6"
le"�'7%1 m p
LJ8'�LLS
0 u""L Tc' R
9, /R RE
-2
S T S
EE DE AIL�A"�ON HEET SD-8
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14'-0" A 17'-2" 20 6" +Z :-O:, 0 n COMMENTS:
q EMBEDDED STRAP AT
K
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2) 0
I--
�SD — — — — ... .1 < cl) 0 GARAGE DOOR OPENING Z5
SEE DETAIL f"ON SD-1
..........
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........................................................
.......................................................
.....................................
......................................... ................................... CI)i
. .......................................................................
60 ^B
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....................... -47 =7=- - - -
�SD-1) EMBEDDED�TRAP AT-
GARAGE DOOR PPEN ING 0 B
SEE DETAIL 71"ON SD-1 CJ SUGGESTED CONTROL JOINTS
-Ei -0" 7-2" 18 0 SID 1 LOCATIONS(SEE DETAIL"T"ON SD-2)
�6 z
14'
43'-10'
SD-2
-A(7�
L
Z
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H —I N
DENOTES TWO STORY 1�
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P 0
-2 01 FOOTING CONDITION
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KX U) z < a
Lui
4"CONCRETE x1.4 WWF
0
L
LAB WITH 6x6 W1A
SD-2 ui
ZO 0�1 OR FIBERMESH OVER 6 MIL VAPOR BARRIER CONTRACTOR SHALL VERIFY ALL DIMENSIONS
L4
bo COVERING CLEAN AND COMPACTED FILL USING FINAL APPROVED FLOOR PLAN PRIOR
..........
TO CONSTRUCTION
...................................................................... ........ ..........
............................................. .............
.......... ........................................................................................
.. ..........
...................................................... OFFICE COPY
SPECIAL EMBEDDED STRAPS
91- �0-
43-10" 21-' REQUIRED AT"NARROW WALLS" 2.
SEE DETAIL"A"ON SHEET SD-8 -
cn --76-6" co CLIENT:
�24"x 24"x 12"PAD FOOTING ELITE CUSTOM HOMES&
N
w/(2)#5 EACH WAY RENOVATIONS
(TYPICAL) PROJECT:
SEE DETAIL"E"ON SO-1
t TWO UNIT TOWNHOUSE
(DONNER ROAD)
FOUNDATION PLAN
2x STUDS 16"O.C.(U.O.N.) JOB NUMBER:
@ I COUNTY:
161793 DUVAL
2x TREATED SILL PLATE
(S— SCALE:
EE TYPICAL WALL SECTION -0"(U.O.N.)
Y8"
FOR ANCHORAGE)
URB HEIGHT VARIES DO NOT SCALE THIS DRAWING
i RELEASE DATE:
4"CONCRETE SLAB WITH 6x6 02-13-17
WlAxl.4 WWF OR FIBERMESH REVISIONS:
LU I X
<
DRAWN BY:
�VAPOR BARRIER OVER CMF
TREATED AND COMPACTED 2. CHECKED BY:
FILL FSS
V-8" 20-WIDE FTG-(3)#5 CONT. TITLE:
FOUNDATION PLAN
SECTION-BEARING CURB IN GARAGE
,a SHEET:
S-3
�j FULL HEIGAT WALL SHE=A:T=HlNG NOTES:
ULSBERG
ENGINEERING, INC.
1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6 1 H
11481 OLD ST,AUGUSTINE RD.,SUITE#202
SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHT UP TO 9'-1 y6'-U.O.N. JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
www.HulsbergEngineedng.com
2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH2x4 IR
f FLORIDA C.A.NUMBER:25846
SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-1 Y8"-U.O.N.
00 110'r,
3) THE SECOND FLOOR EXTERIOR WALL FINISH IS'FLEXIBLE"(SIDING)-U.O.N.
IL sil 10,9
NOTIFY ENGINEER OF ANY VARIATIONS
�QN
S6_� .-
5
TYPICAL ALL
ac
EXTERIOR WINDOW AND
/of
DOOR OPENINGS SIN
f
% oo
SHEARWALL LEGEND:
. ......... .
p.
......................... �::::aw::: NON-BEARING WALL 9
BEARING WALL
...........
SW-6 E
SHEARWALLS FASTENED WITH
8d COM(0.131"x M")NAILS @
. ...............
a
6"O.C.ON EDGES AND 12"O.C.
ON INTERMEDIATE SUPPORTS
—SW-3—
SHEARWALLS FASTENED WITH �2
QIR.Y�) <:�R F_ 8d COM(0.131"x 2y2')NAILS @
3"O.C.ON EDGES AND 12"O.C.
ON INTERMEDIATE SUPPORTS
Iff
7:7::::::
SHEATH BOTH SIDES OF WALL
AT INDICATED SHEARWALL
OFFICE COPY
..............
......... .......
SHEARWALLS SHALL BE
CONSTRUCTED WITH)/2"
a p CLIENT:
DRYWALL AND NAILED WITH I
ELITE CUSTOM HOMES&
6d COOLER NAILS @ 7"O.C.
ON ALL SUPPORTS RENOVATIONS
F NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6�AND PROJECT:
TWO UNIT TOWNHOUSE
SHALL BE NAILED @ 3'O.C.TOP AND BOTTOM PER
DETAILS"A"&"B"ON SHEET SD-3-U.O.N. (DONNER ROAD)
WOOD FRAMED HEADER LEGEND: E JOB NUMBER: COUNTY:
16-17931 DUVAL
SIZE SCALE: l'-O"(I.I.O.N.)
OF HEADER
E
DO NOT SCALE THIS DRAWING
2x—HEADER RELEASE DATE:
WALL LAYOUT-SECOND FLOOR _J _K 02-13-17
REVISIONS:
QUANTITY QUANTITY
OFJACKS OF KING STUDS
DRAWN BY:
NOTE: CMF
ALL WOOD FRAMED LOAD BEARING HEADERS CHECKED BY:
FSS
SHALL BE MINIMUM(2)2x6 No.2 OR BETTER TITLE:
SYP.ALL EXTERIOR HEADERS SHALL BE WALL LAYOUT
INSTALLED WITH MINIMUM(2)JACKS AND s
SECOND FLOOR
(1)KING STUD AT EACH HEADER.ALL INTERIOR
LOAD BEARING HEADERS SHALL BE INSTALLED SHEET:
WITH MINIMUM(1)JACK AND(1)KING STUD.(U.O.N.)
S-5
. HULSBERG
ENGINEERMG, fNC.
11481 OLD ST.AUGUSTINE RD,,SUITE 202
JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
www.HulsbergEngineering,com
FLORIDA C.A,NUMBER:25846
simps ,
rj %
Fu
FLO
its
S SON,PE
No.50791
COMMENTS:
p 2
...........
—.w:
ja:
=o
2
1::::T
a
. I .: . I NOTE:
.............. H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR
SIDE OF THE WALL
TRUSS CONNECTOR SCHEDULE
TRUSS ID LEFT INTERMEDIATE RIGHT
§ OFFICE COPY
............
ALLTRUSS H2,5T OR
H2.5T OR H2.5T OR
F-1 ES i & CLIENT:
SDWC 15600 SDWC 15600 SDWC 15600
:2 TE CUSTOM HOMES&
ELI
C14 NOTE:
I ? RENOVATIONS
<
1)ALL TRUSS CONNECTORS ARE BASED ON
S PROJECT:
a TWO UNIT TOWNHOUSE
UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
UPLIFTS COMPUTED BY ENGINEER OF RECORD
(DONNER ROAD)
SHALL BE DISREGARDED
JOB NUMBER: COUNTY:
2)THE TRUSS LAYOUT AND NUMBERING SYSTEM 16-1793 DUVAL
SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER
1-4-(U.O.N.)
DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR
E
APPROVAL BY THE ENGINEER OF RECORD AND THE 8 DO NOT SCALE THIS DRAWING
w RELEASE DATE:
CONTRACTOR
UPPER ROOF LAYOUT 02-13-17
FEVISIONS
3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED
AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR
APPROVAL OF THE ENGINEER OF RECORD
DRAWN BY:
cm
4)HTS24/HTS30 STRAPS MAY BE INSTALLED ON THE 2' CHECKED BY:
INTERIOR SIDE OF WALL FSS
TITLE:
5)REFER TO MANUFACTURER'S INSTALLATION DETAILS UPPER ROOF LAYOUT
WHEN USING SDWC SCREWS
SHEET:
S-7
NOTE: ULSBERG
ALTERNATIVE TO SSP/DSP AT DOUBLE PLATE HENGINEERING, fNC.
(1)SIMPSON SDWC 15600 SCREW OR
11481 OLD ST.AUGUSTINE RD.,SUITE#202
ALTERNATIVE TO SPH AT DOUBLE PLATE
JACKSONVILLE,FL,32258
(2)SIMPSON SDWC 15600 SCREWS STUD DOUBLE
P:904.886.2401 F:9G4.260.4367
P T
TO DOUBLE PLATE PER SIMPSON DETAIL PLATE 0 www.HulsbergEngineering.com
OPTIMAL 22/2'ANGLE :2 FLORIDA C.A.NUMBER:25846
jqo
DOUBLE 30'
PLATE
oo_\�' qvm ,S
Y�.MIN, . ........ 0
A ill MAX
,,NOTE:
EACH REAR POST SHALL BE TREATED (1/-1/4") _x'MR
44 POST ON ABU44-Z POST BASE SDWC 15600/AA '10 s
fj
ill MAX
STRAP POST TO EACH BEAM ABOVE SCREW LL.
STUD""' SDWC 15600
WITH(1)H6-Z CLIP OR(1)MSTA24-Z UJ
STUD" SCREW
TYPICAL ALL POSTS-(U.O.N.)
s
SEE DETAIL"F"ON SHEET SD-7 DTT2-Z-
SECTION-SDWC 15600 ELEVATION-SDWC 15600 02-11
HOLDOWN
o
ONSTRUCT USING APA COP mm%z_-c'u;5 1 v N-"'oxw-
-HTT5 NARROW WALL METHOD 2
\oTT2-Z HTT5/"
HOLDOWN HOLDOWN HOLDOWN WITH HEADER CONTINUOUS
HOLDOWN ACROSS RETURN WALLS
--\HTT5
7 ol
rHOLDOWN (SEE DETAIL"A"ON SD-8)
CN
__jJ
o'
HOLDOWN
----HTT5
HOLDOWN .. ...... .......
......... ...... TT5
W Twb§lb�YkoDS64'O.C.M'AX <' HOLDOWN RODS @ 4'O.C.MAX
t t_ _
C
TWO STORY RODS @ 4'O.C..MAX
RODS @ 4�O.C.MAX
HTT5
T�- ;OWN
E -I_--HTT5
SD-7 C4
HOLDOWN
OFFICE COPY
Lo.':: -HTT5
HOLD0WN
oi
01
t
---7HTT5 0
2!
HOLDOWN < CLIENT:
/DTT2-Z i -HTT5 4i ELITE CUSTOM HOMES&
---jo /-DTT2-Z t ..--CONSTRUCT USING APA
HO�DCWN i RENOVATIONS
HOLDOWN HOLDOWN NARROW WALL METHOD
PROJECT:
HTT5�� WITH HEADER CONTINUOUS
HOLDOWN ACROSS RETURN WALLS TWO UNIT TOWNHOUSE
NOTE: DTT2-f (SEE DETAIL"A"ON SD-8) (DONNER ROAD)
EACH REAR POST SHALL BE TREATED HOLDOWN
44 POST ON ABU44-Z POST BASE JOB NUMBER: COUNTY:
16-1793 DUVAL
STRAP POST TO EACH BEAM ABOVE
WITH(1)H6-Z CLIP OR(1)MSTA24-Z SCALE:
X8 V-0"(U.O.N.)
TYPICAL ALL POSTS-(I.I.O.N.) 'E
E
TIE-DOWN LAYOUT-FIRST FLOOR DO NOT SCALE THIS DRAWING
SEE DETAIL 7"ON SHEET SD-7
RELEASE DATE:
02-13-17
REVISIONS:
THREADED ROD LEGEND:
Y8"THREADED ROD FROM
FOUNDATION TO DOUBLE PLATE.
DRAWN BY:
(4"MINIMUM EMBEDMENT REQUIRED) CMF
GARAGE DOOR NOTES
CHECKED BY:
FSS
1. INSTALL(jj MSTA30 STRAP AT EACH END THREADED ROD FROM
OF GARAGE DOOR HEADER.NAIL STRAP FOUNDATION TO UPPER TITLE:TIE-DOWN LAYOUT
INTO HEADER AND JACKS BELOW FLOOR DOUBLE PLATE.
(4"MINIMUM EMBEDMENT REQUIRED) FIRST FLOOR
2. EMBEDDED STRAP AT EACH END OF GARAGE
SHEET:
DOOR OPENING SEE DETAIL"F"ON SD-1 0 HOLDOWN(AS NOTED) n 0
INSTALLED AT SILL PLATE
0-0
. HULSBERG
ENGfNEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
P:904.886.2401 F 904,260.4367
www.HulsbergEngineedng.com
FLORIDA C.A.NUMBER:25846
imp mv
I-tkL on
SSF TOP&BOTTOM @ 32"O.C.wIY4"x 4Y2"SIDS SCREW Lu E
I'dj V
THROUGH SOLE PLATE INTO EACH %
IN'�ERSECTING FLOOR TRUSS BELOW(24"O.C.MAX) I K
%
PE
0791
3:d
LLI d
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.............
............... ...................
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0
LLJ
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TWOSTORYRODS64t.6.MA*X: U)!
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...............
2
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TWO STORY RODS @ 4'O.C.MAX: . . .
Lu
0(L .2
..... .. ......... z LIJ
F-
00:
OFFICE COPY
0
............. a
CLIENT:
......... .
ELITE CUSTOM HOMES&
RENOVATIONS
PROJECT:
TWO UNIT TOWNHOUSE
(DONNER ROAD)
SSP TOP&BOTTOM @ 32"O.C.wIY4"x 4Y2"SOS SCREW
THROUGH SOLE PLATE INTO EACH JOB NUMBER: COUNTY:
16-1793 DUVAL
IN'ERSECTING FLOOR TRUSS BELOW(24"O.C.MAX)
SCALE.
l'-O"(U.O.N.)
DO NOT SCALE THIS DRAWING
RELEASE DATE:
02-13-17
TIE-DOWN LAYOUT-SECOND FLOOR REVISIONS:
THREADED ROD LEGEND:
Y8"THREADED ROD FROM
FOUNDATION TO DOUBLE PLATE.
DRAWN BY:
(4"MINIMUM EMBEDMENT REQUIRED) CMF
CHECKED BY:
THREADED ROD FROM FSS
FOUNDATION TO UPPER 9 TITLE
FLOOR DOUBLE PLATE. TIE-DOWN LAYOUT
(4"MINIMUM EMBEDMENT REQUIRED) SECOND FLOOR
SHEET:
HOLDOWN(AS NOTED) C% r)
INSTALLED AT SILL PLATE
BRICK VENEER WITH 1"AIRSPACE
AND WALL TIES BRICK VENEER WITH 1"AIR (1)#5 CONT. ULSBERG
SPACE AND WALL TIES < ENGINEERING, INC.
CONT.FLASHING;PROVIDE WEEP HOLES l', /FILL JOINT WITH ELASTOMERIC
E-] @ 33-O.C. SILL PLATE- Joll SILL PLATE H
CONT.FLASHING;PROVIDE cli 11481 OLD ST.AUGUSTINE RD,,SUITE#202
11 JOINT FILLER
SILL PLATE GROUT AIR SPACE BELOW FLASHING P HOLES @ 33"O.C. Cot HEIGHT OF CURB VARIES(8" JACKSONVILLE,FL.32258
—, CONCRETE SLAB
6"MIN. MAX.) P:904.886.2401 F:904.260.4367
CONCRETE SLAB GROUT AIR SPACE BELOW
SE www.HulsbergEngineering.com
SILL FLASHING 00 GRADE—,
77�x PLATE CONCRETE SLAB 11RAQ2MPER:25846
X
N \7 CONCRETE SLAB
#5 CONT. GRADE
cl
GRAD
8"CMU STEMWALL WITH(1)#4 @ 48"O.C.
8"CMU STEMWALL WITH(1)#4 @ 48"O.C. AND IN EACH CORNER. 0
X,
5-00 C?
AND IN EACH CORNER. c:>
FILL CELL SOLID AT EACH#4 REBAR.
X
FILL CELL SOLID AT EACH#4 REBAR. HOOK REBAR 12"INTO UPPER COURSE
HOOK REBAR 12"INTO SLAB AND 6"INTO OF BLOCKS AND 6"INTO FOOTING.
UJ
FOOTING. V-0" ONE STOOv-/0\4fr CONT.
1'4" TWO STORY-(2)#5 CONT. %
6 5 i
V-8" ONE ST -H2 #5 CONT. 1,411 ONE STORY-(2)#5 CONT. _V iS
N",
ONE STORY-L3�#5 CONT,
102.�J� ;L 0
DRY WO STORY-(3)#5 CONT,
V-811
V-9" TWO STbRY-(3)#5 CANT. i Zra
S
S olmtp s
A SECTI ..tr7l :SIMPSON,PE
r ECTION-STEMWALL WITH BRICK SECTION- MONOLITHIC WITH BRICK rD ON-STEMWALL AT GARAGE SECTION-MONOLITHIC AT GARAGE
�.SD�-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT FL PE No.50791
ENGINEER FOR ADDITIONAL REQUIREMENTS. �Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT _79t,
ENGINEER FOR ADDITIONAL REQUIREMENTS.
—CONCRETE SLAB
SILL PLATE
CONCRETE SLAB SILL
CONCRETE SLAB
E'
PLATE
GRADE],
X/
CON
GRADE�
GRAD N\1 CRETE SLAB
X
GRADE-
8"CIVIL STEM
F�X
WALL WITH(1)#4 @ 48-O.C.
0 INSIDE OF
AND IN EACH CORNER.
I CD
FILL CELL SOLID AT EACH#4 REBAR.
cD
STEMWALL AT POST LOCATI
HOOKREBAR 12"INTO SLAB AND 6"INTO WITH(1)#4 VERTICAL IN EACLH)IA
FOOTING.
6" 45
(AS NOTED)
1,-0,, ONE STORY-(2)#5 CONT. REINFORCEMENT(AS NOTED)
T-8" Ot STO -_�#5 _I ---
JIE __RY CONT. 4 (2)#5 CONT. AS NOTED REINFORCEMENT(AS NOTED)
1 TWO STORY
V-81, TWO STORY-(3)#5 CONT. OFFICE COPY
�B SECTION-STEMWALL SECTION-MONOLITHIC (-E SECTION-PAD FOOTING AT PORCH STEMWALL SECTION-PAD FOOTING AT THICKENED EDGE
1\ NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
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:
9
CONT FLASHING;PROVIDE WEEP HOLES -16 ELITE CUSTOM HOMES&
@ 33"O.C. BRICK VENEER WITH 1 AIR SPACE STHD14 STRAP NAILED TO s RENOVATIONS
GARAGE DOOR POST.
GROUT AIRSPACE BELOW FLASHING AND WALL TIES C/) PA51 STRAP NAILED TO GARAGE PROJECT:
_j EMBED STRAP INTO FOOTING
< C/)
z DOOR POST.BEND STRAP INTO It
z CONT.FLASHING;PROVIDE WEEP 2 U- AS SHOWN.
(1)#5 CONT. < TWO UNIT TOWNHOUSE
2 FOOTING AS SHOWN.
SILL PLATE HOLES @ 33"O.C. 0 0
—FILL JOINT WITH ELASTOMERIC < (DONNER ROAD)
JOB NUMBER: COUNTY:
JOINT FILLER 6"MIN. GROUT AIR SPACE BELOW FLASHING <
<
16-1793 DUVAL
SILL I
HEIGHT OF CURB VARIES(8"MAX.) LLJ LL
SCALE:
PLATE
Z 0
CONCRETE SLAB —#4 WITH 6"HOOK INTO FOOTING < Y8"=V-0"(U.O.N.)
- ----------- ct) E
AND BENT 12"MINIMUM INTO LU
E
GRADE--� E SLAB GRAD 8 DO NOT SCALE THIS DRAWING
<
THICKENED EDGE. U) 1 RELEASE DATE:
7
I 1 11 . —GRADE
F
-13-17
CMU STEMWALL WITH(1)#4 @ 48"O.C. b ;4 02
a EACH CORNER. -
4
FILL CELL SOLID AT EACH#4 REBAR. A3K
�7774 <GR
T77 <GR 4�
HOOK REBAR 12"INTO UPPER COURSE �x
I IX
41
OF BLOCKS AND 6"INTO FOOTING. DRAWN BY:
CMF
6
E� CRY- #5 C NT�
�TOR
\/\�,//x �R CHECKED BY
TWO STORY-(3)#5 CONT.
REIN )RCEMENT IS NOT REQ TITLE:
V-8" ONE STORY-(2)#5 CONT. NOTE
FSS
V-8' TWO STORY-(3)#5 CONT.
TO PASS THROUGH SLOTS IN STRAP. FOUNDATION DETAILS
DE SHEET 1 of 2
SECTION-STEMWALL AT GARAGE WITH BRICK SECTION-MONOLITHIC AT GARAGE WITH BRICK rF TAIL-PA51 INSTALLATION(STEMWALL) DETAIL-STHD14 INSTALLATION (MONOLITHIC)
�Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT �Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SHEET:
ENGINEER FOR ADDITIONAL REQUIREMENTS.
ENGINEER FOR ADDITIONAL REQUIREMENTS.
SD-1-
A"OR'y32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF ROOF COVERING(BY OTHERS)
ly32"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF ROOF TRUSSES ULSBERG
'Y32"RATED SHEATHING,EXPOSURE I-METAL ROOF HENGfNEERING, INC.
FASTEN WITH 0.113"x 2 3/8"RING SHANK
11481 OLD ST.AUGUSTINE RD.,SUITE#202
NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. JACKSONVILLE,FL.32258
P:904.886.2401 F 904.260.4367
CONNECTOR AT EACH TRUSS
www.HulsbergEngineedng.com
(SEE TRUSS CONNECTION SCHEDULE)
NOTE:
0N
0
TRUSS TO WALL CONNECTION CORNICE DETAIL 411-1,
HARDWARE MUST BE INSTALLED (BY OTHERS)
ON THE EXTERIOR SIDE OF THE
A14
WALL
2x No.2 SPF OR No.2 SYP GYPSUM BOARD
SUBFASCIA WITH(2)0.131'x 3:44"
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
BE NAILED @ 3"O.C.TO THE TOP PLATE OF THE
DOUBLE PLATE(NAILING MAY ALSO BE
3 FL PSON,PE
STAGGERED ACROSS BOTH PLATES) FL PE No.50791
ICOMMENTS:
SEE DETAIL"F"ON SDA FOR BETWEEN FLOOR 1;
CONNECTIONS 2
A"OR 1/32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF— ROOF COVERING(BY OTHERS) 2x SPF#2 SOLE PLATE(U.O.N.)NAIL TO Rim
ly32'RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF ROOF TRUSSES—\
BOARD WITH 0.131"x 34'NAILS @ 6"O.C. 2y,"RATED STURD-1-FLOOR(T&G)SHEATHING
2
FGLUED AND NAILED.FASTEN WITH 0.131"x MY
ly32"RATED SHEATHING,EXPOSURE I-METAL ROOF
FASTEN WITH 0.113'x 2 3/8'RING SHANK RING SHANK @ 6"O.C.ON EDGES AND 12"O.C.IN
NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS.
TH FIELD.
CONNECTOR AT EACH TRUSS
(SEE TRUSS CONNECTION SCHEDULE) CLEARANCE BETWEEN PANELS
BETWEEN FLOORS FLOOR JOIST(I-JOIST SHOWN,SAWN JOIST
NOTE: SIMILAR-SEE SECTION"C'ON SDA FOR OPEN
TRUSS TO WALL CONNECTION CORNICE DETAIL WEB TRUSS)
HARDWARE MUST BE INSTALLED (BY OTHERS)
I LiLl
ON THE EXTERIOR SIDE OF THE
WALL GYPSUM BOARD GYPSUM BOARD
2x No.2 SPF OR No.2 SYP
SUBFASCIA WITH(2)0.131"x 34' (2)2x SYP#2 DOUBLE PLATE(U.O.N.) —NAIL JOIST TO PLATE WITH(2)0.131"x 34'
ENDNAILS AT TRUSS(U.C.N.) TOENAILS OFFICE COPY
\—(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 LVL)
BE NAILED @ 3�O.C.TO THE TOP PLATE OF THE
'Y32"FULL LENGTH RATED SHEATHING,EXPOSURE 1. DOUBLE PLATE(NAILING MAY ALSO BE 'Y32'FULL LENGTH RATED SHEATHING,EXPOSURE 1. CLIENT
FASTEN WITH 8d COM OR 0.131"x MY NAILS @ 6"O.C.ON STAGGERED ACROSS BOTH PLATES) FASTEN WITH 8d COM OR 0.131"x 2/2" NAILS @ 6"O.C.ON ELITE CUSTOM HOMES&
EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS.
EDGES AND 12"O,C.ON INTERMEDIATE SUPPORTS. GYPSUM BOARD
(U.O.N.)(BLOCK ALL EDGES) (U.O.N.)(BLOCK ALL EDGES) RENOVATIONS
2x SPF#2 STUDS@ 16"O.C�-U.O.N. PROJECT:
2x SPF#2 STUDS@ 16"O.C.-U.O.N. 61 TWO UNIT TOWNHOUSE
APPLY SHEATHING HORIZONTALLY FOR STUCCO (SEE WALL LAYOUT) 2
APPLY SHEATHING HORIZONTALLY FOR STUCCO (SEE WALL LAYOUT) (DONNER ROAD)
APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1
APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1
RATED OR 15/32'RATED SHEATHING MAY BE RATED OR 15/32"RATED SHEATHING MAY BE 12 JOB NUMBER:
16. 793 JIOUNTI�DUVAL
INSTALLED VERTICALLY. INSTALLED VERTICALLY.
SCALE:
A I" =l'-O"(U.O.N.)
8
DO NOT SCALE THIS DRAWING
RELEASE DATE:
INSET WALL Y2'FOR STUCCO APPLICATIONS INSET WALLY2"FOR STUCCO APPLICATIONS
s 02-13-17
REVISIONS:
WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE 2x TREATED SYP#2 SILL PLATE WITH WALL SHEATHING SHALL EXTEND TO BOT1 OM OF SILL PLATE 2x TREATED SYP#2 SILL PLATE WITH
IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. SIMPSON Y8"0 x 6"TITEN HD
SIMPSON X"0 x 6"TITEN HD
(OR TITEN HD ROD COUPLER) zlx (OR TITEN HD ROD COUPLER) DRAWN BY:
WITH 3"x 3"xX"WASHER @ 24"O.C. CMF
WITH 3"x 3"xX"WASHER @ 24"O.C. CHECKED BY:
FSS
TITLE:
FRAMING DETAILS
HEET 1 of 3
S
t
SECTION-TYPICAL EXTERIOR ONE STORY WALL rB SECTION-TYPICAL EXTERIOR TWO STORY WALL SHEET:
S -3
D
SHEATHING ---,-SILL PLATE(BELOW)
ULSBERG
i _2x CORNER FRAMING FULL
HEIGHT STUDS(TYPICAL) ENGINEERING, INC.
H
FIELD NAILING
11481 OLD ST.AUGUSTINE RD.,SUITE#202
2 ROWS OFO.131"x 34'
2x-SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND JACKSONVILLE,FL.32258
ILS @ 12"O.C.
-SHEATHING EXTENDS DOWN ONTO P:904.886.2401 F:904.260.4367
BOARD WITH 0.131'x 3Y4'NAILS @ 6-O.C.
RIM BOARD MINIMUM 6" S AGGERED(TYPICAL) www.HulsbergEngineering.com
TO ALLOW FOR NAILING FLORIDA C.A.NUMBER:25846
EDGE NAILING AT SOLE PLATE
0%
8 A%
2x BAND BOARD PER TRUSS MANUFACTURER ps"
2x6 OR W FRAMED WALL
RIM BOARD
SILL PLATE(BELOW) �Os
Y8'CLEARANCE BETWEEN PANELS
BETWEEN FLOORS ROWS 0.131"x MY NAILS 2x4 CORNER FRAMING FULL HEIGHT STUDS
AGGERED @ 6'O.C,REQUIRED
2 IN UPPER AND LOWER SHEATHING -MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED
3/32'RATED SHEATHING RIM BOARD- XAO-
WITH(4)0.131"x 3Y4'NAILS TO EACH ADJACENT * I ": cc
NAIL TO TRUSSES WITH(6)0.131"x MY NAILS. MIN.y8"SPACE BETWEEN PANELS J. * L
STUD 0 .
\�_-SHEATHING EXTENDS ABOVE DOUBLE ALTERNATE:INSTALL SOLID STUD IN THIS
TOENAIL TRUSS TO PLATE WITH j
PLATE MINIMUM 6"TO ALLOW FOR SPACE
L
4'NAILS
(2)0.131"x 3 Y
NAILING 2x4 CORNER FRAMING FULL HEIGHT STUD
DOUBLE PLATE(U.O.N.) P0, E
-EDGE NAILING AT DOUBLE PLATE _(2)ROWS OF 0.131"x 3 X"
NAILS @ 12"O.C. 791
2A FRAMED WALL COMMENTS.
SECTION-TYPICAL OPEN WEB FLOOR TRUSS PICAL SHEATHING NAILING BETWEEN FLOORS SECTION-TYPICAL FRAMING AT 900 CORNERS Z
Q DETAIL-TY
�4
-NAIL SCAB TO TOP CHORD WITH
METAL CONNECTOR REQUIRED METAL CONNECTOR
(4)0.131"x 3X"NAILS
(SEE CONNECTION SCHEDULE) ------ NOT REQUIRED
ADD 2x4 VERTICAL SCAB IN EACH
TRUSS IF NO WEB IS PRESENT
UPLIFT CONNECTOR(AS NOTED) 0.131"x3)/4" NAILSTYPICALAT
&CH TRUSS DOUBLE PLATE
1 �DOUBLE PLATE
//-2x4 SPF BLOCKING-NAIL WITH(2) 2x4 X-BRACE ACROSS LENGTH OF 8-
0.131"x 3Y4'NAILS AT EACH END SHEARWALL 2x SPF#2 STUDS@ 16"O.C. 1
(END NAIL OR TOENAIL) 2x SPF#2 STUDS @ 16"O.C. =o
NAIL SCAB TO PLATE WITH(3)
THREADED ROD ASSEMBLY OR CONCRETE 1 Od CUT NAIL
2
0.131'x 3 Y4'TOENAI LS @ 24"0.C,OR T"'x 3 T"'TAPCON 1
QUICK-TIE AT NOTED SPACING
TRUSS(AS NOTED) SCREW @ 32"O.C.
TRUSS BOTTOM CHORD 2x4 BLOCKING BETWEEN TRUSSES 2x TREATED SYP#2
2x TREATED SYP#2
TOENAILED TO DOUBLE PLATE WITH
NAIL PORCH SHEATHING AS NOTED I SILL PLATE SILL PLATE
0.131'x 3)/4'NAILS @ 4"O.C. 7.- 7-7 FIF
ICE COP'
EXTERIOR FRAMED WALL DOUBLE PLATE
MINIMUM/16�RATED SHEATHING, UPLIFT(ROOF)-RODS OR QUICK-TIE FLOOR LOAD ONLY OR
EXPOSURE I FASTEN AS NOTED ROOF WITH UPLIFT RELEASED
ON WALL LAYOUT(BLOCK ALL EDGES) p CLIENT:
ELITE CUSTOM HOMES&
SECTION-EXTERIOR WALL PERPENDICULAR TO TRUSS SECTION- INTERIOR SHEARWALL PERPENDICULAR TO TRUSS METAL CONNECTOR OR METAL CONNECTOR RENOVATIONS
SECTION ONLY APPLIES WHEN REFERENCED BLOCKING REQUIRED (AS NOTED) PROJECT:
(AS NOTED) SIMPSON SDWC 15600 SCREW 5:1
t TWO UNIT TOWNHOUSE
@ 32"O.C.-U.O.N.
(DONNER ROAD)
�-NAIL EACH END OF BLOCKING TO DOUBLE PLATE DOUBLE PLATE JOB NUMBER: IOUNTY:DUVAL
16-1793
TRUSS(AS NOTED) BOTTOM CHORDS WITH(3)0.131'x MY' SCALE:
2x SPF#2 STUDS @ 16-O.C. 7; l'-O"(LI.O.N.)
INSTALL 2x4 BLOCKING BETWEEN
2x4 SPF NAILER-NAIL TO TOP PLATE WITH TRUSS BOTTOM CHORDS @ 12"O�C. SHEATHING(AS NOTED) 8 E THIS DRAWING
SIMPSON SDWC 15450 SCREW DO NOT SCAL
0.131"x 34'NAILS @ 6-O.C. BOTTOM CHORD OF TRUSS 2x SPF#2 STUDS @ 16"O.C. @ 32"O.C.-U.O.N. RELEASE DATE: 02-13-17
ftE NAIL EACH BLOCK TO DOUBLE PLATE WITH(3) NCHOR BOLTS AT NOTED 2x TREATED SYP#2 REVISIONS:
SPACING(48'O.C.MAXIMUM) SILL PLATE
�A
0.131"x 3 X"NAILS
2x TREATED SYP#2
�-ANCHOR BOLTS AT NOTED
NAIL PORCH SHEATHING AS NOTED DOUBLE PLATE i SILL PLATE $PACING(32"O.C.MAXIMUM) DRAWN BY:
4 CMF
EXTERIOR FRAMED WALL MINIMUM/16"RATED SHEATHING,
CHECKED BY:
EXPOSURE I FASTEN AS NOTED
ON WALL LAYOUT(BLOCK ALL EDGES) SHEARWALL UPLIFT(ROOF)-SCREWS TITLE: FSS
FRAMING DETAILS
SHEET 2 of 3
SECTION-EXTERIOR WALL PARALLEL TO TRUSS SECTION-INTERIOR SHEARWALL PARALLEL TO TRUSS K-7-� SECTION-INTERIOR WALL CONDITIONS(BEARING AND/OR SHEARWALL)
THIS SECTION ONLY APPLIES WHEN REFERENCED
SHEET: SD-4
END VERTICAL BRACING REQUIREMENTS
LAST TRUSS IN ROW REQUIRING BRACING
BRITTLE FINISH FLEXIBLE FINISH NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS
BRITTLE gFINISH 4TS FLEXIBLE FINISH 1 77,7-
BRACING 16"O.C. C 2x4 BLOCKING-TOENAIL OR ENDNAIL ULSBERG
To 24"O.C. 16"O.C. 24"O.C. EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING ENGINEERING, INC.
T . .1
NONE RE . H
QUIRED 0"TO 53" 0"TO 47" 0,TO 67" (3)NAILS 11481 OLD ST.AUGUSTINE RD.,SUITE 202
0"TO 59"
To 11 4' ROOF SHEATHING NAIL DIAGONAL BRACE TO INTERMEDIATE JACKSONVILLE,FL.32258
TO 145" 60"TO 126" WEBS WITH(2)NAILS 19 P:904.886.2401 F:904.260.4367
2A L-BRACE 54"TO 114" 48"TO 99" 68"
To 182. --t www�HulsbergEngineedng.com
2x6 L-BRACE 115"TO 182' —7---'LL—ROOF TRUSS(BY OTHERS)WITH
100"TO 158" 14E"TO 232" 127 TO 201" —2x4 SPF No.2 DIAGONAL BRACE f FLORIDA C,A.NUMBER:25846
I--`—'BRACE(IF REQUIRED) (TYPICAL AT EACH END OF
NOTE:
CONTINUOUS LATERAL BRACING)
BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER TO REPLACE(1)ROW OF LATERAL BRACING
'30
FLEXIBLE FINISHES ARE WOOD SIDING,HARDI-PANEL, INSTALL 2x4 Nol SYP T-BRACE NAILED TO —NAIL DIAGONAL BRACE TO TRUSS
�q/
BRICK VENEER,ETC. WEB WITH(3)NAILS
<1 H
FATED ROOF SHEATHING EACH PLY OF TRUSS WEB AT 6"O.C.WIT
0 0.131"x 3"NAILS TO REPLACE(2)ROWS OF
-CONTINUOUS LATERAL BRACE(QUANTITY
YP
�> I� AND LOCATION DEFINED BY TRUSS SHOP f
�x L-BRACENAILEDTO i LATERALBRACING INSTALL 2x6 No 2 S
ERTICAL WEB WITH
"jI T-BRACE NAILED TO EACH PLY OF TRUSS
--> DRAWING.)
7
0 131"x 3'NAILS@ 6"O.C. -------L--- WEB WITH 0.131"x 3"NAILS @ 6"O.0 B
0�-
i NAIL CONTINUOUS LATERAL BRACE TO qj
ERTICAL WEB IN GABLE
EACH TRUSS WEB WITH(2)NAILS
E�D TRUSS
<
-ROOF TRUSSES(BY OTHERS)
2 LOOKOUTS AT 48"O.C.
lu
>1i �1(3)TRUSSES IN NOTES:
"O.C. NOTE: IMUM
;WPE
1) CONTINUOUS LATERAL BRAC
uj� L �ACE 0791
Z61 i FOR CONTINU US LATERAL BF F
SPACING(SEE TAB T-BRACING TO BE USED WHEN CONTINUOUS ES SHALL
BE 2x4 No.3 SYP OR 2x4 No.2 SPIF OR
LATERAL BRACING IS IMPRACTICAL. BETTER(U.C.N.)
2) ALL NAILS SHOWN SHALL BE 0.131"x 3"
NAILS(U O.N.)
DETA
DETAIL-TYPICAL VERTICAL BRACING AT GABLE END SECTION-TYPICAL T-BRACE IL-TYPICAL LATERAL TRUSS BRACING
111S�-1
2x4 SYP BLOCKING BETWEEN
LOOKOUTS H2.5A AT E kCH LOOKOUT NOTE:
EXTERIOR SHEATHING SHALL 2x4 LOOKC UTS @ 48"O.C.FOR ALL MEMBERS SHALL BE#2 SYP. /--NAIL BRACE TO BLOCKING WITH(5)0.131"x 3 X"NAILS a
BE NAILED TO BOTTOM CHORD OVERHANG 2x6 BLOCKING BETWEEN TRUSSES WITH ------------------- 0.131"x 3 Y4-TOENAILS AT EACH LOOKOUT
TOP CHORD OF TRUSS.
OF TRUSS WITH ROOF SHE,kTHING(AS NOTED) (3)0.131"x 34'NAILS EACH END --------------
0.13 1"x 2 1/2"NAI LS @ 6"0.C.
2x4 BLOCKING REQUIRED BETWEEN
(U.O.N.ON WALL LAYOUT) ROOF SHEATHING(AS NOTE
— __----LOOKOUTS
BALLOON FRAMED STUDS 2x BARGE RAFTER
(AS NOTED'
SINGLE PbTE NAIL TO TRUSS -FASCIA(BY OTHERS)
BOTTOM CHORDWITH 0,131"x 34'
NAILS @ 6-CI.C. 2x4 LOOKOUTS @ 48"O.C.
77-- � OHICE CORY
H3 CLIP OR EQUAL AT EACH
LOOKOUT f
F T
--------GABLE END TRUSS(DROP GABLE)
-----------2x6 BRACE SPACED @48'0.C.UNLESS
DETAIL-BALLOON FRAMED GABLE END(LOW CEILING VAU-T OTHERWISE NOTED ON ROOF LAYOUT,
p CLIENT:
ELITE CUSTOM HOMES&
INTERIOR CEILING PITCH IS EQUAL TO OR LESS THANX2 OF EXTERIOR ROOF PITCH ADD 2x4 T-BRACE NAILED @ 6"O.C.
RENOVATIONS
WITH 0
H2.5A AT EACH LOOKOUT .131"x 2y2-NAILS IF BRACE PROJECT:
LENGTH EXCEEDS 9'-0".
TWO UNIT TOWNHOUSE
2x4 LOOKOUTS @ 48"O.C.FOR
OVERHANG (DONNER ROAD)
ROOF SHE kTHING(AS NOTED)
2 JOB NUMBER: COUNTY:
2x4 SYP BLOCKING BETWEEN ------ 16-174.1 DUVAL
6CALE:
LOOKOUTE
1 V-0"(U.O.N.)
—BALLOON FRAMED STUDS E 8
DO NOT SCALE THIS DRAWING
(AS NOTED� �ELEASE—DATE
02-13-17
DOUBLE PLATE GBC CLIP-(2)REQUIRED AT EACH BRACE --LSTA12,LTP4,OR SDWC 15600 @ 48"O.C. TE—VISIONS
211
INTERIOR�AULT TOENAIL BOTTOM CHORD OF GYPSUM BOARD CEILING
EXTERIOR SHEATHING SHALL BE TRUSS TO DOUBLE PLATE WITH
NAILED TO JPPER PLY OF 0.131"x 34'NAILS @ 8"O.C. )RAWN BY:
DOUBLE PLATE WITH CMF
0.131 1.x MY NAILS 2x4 DRYWALL BACKING INSTALLED
CHECKED BY:
4�6"O.C. CONTINUOUSLY BETWEEN BRACES
(U.O.N.ON I A OUT) FSS
TITLE:
TRUSS BRACING AND GABLE
DETAIL-BALLOON FRAMED GABLE END(HIGH CEILING VAUQ �F SE
CTION-GABLE END DIAGONAL BRACING DETAILS
INTERIOR CEILING PITCH EXCEEDSX2 OF EXTERIOR ROOF PITCH
SHEET:
SD-6
HULSBERG
ENGINEERING, fNC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
EXTERIOR BEAM(AS NOTED) P:904.886.2401 F:904.260.4367
www.HulsbergEngineering.com
DOUBLE PLATE
FLORIDA C.A.NUMBER:25846
NOTCH BEAM AS REQUIRED TO 0 00,60114111111
0
FIT BENEATH DOUBLE PLATE
(TYPICAL-U.O.N.)
BEAM BEARS ON(2)2x-JACKS
DOUBLE PLATE
\Z-D,
CONDITION: 1 NUT WITH 2"x 2"x WASHER f I
16
ALTERNATE:SIMPSON LBPS
(NOTCHED BEAM) X2 SLOTTED
WASHER WITH 1"WASHER.
X"O THREADED ROD
72 A
SIMPSON VO x 6"TITEN HID OR SIMPSON VO x 6 X"TITEN HD ROD COUPLER N,PE
S
THREADED ROD SET IN ADHESIVE WITH 1"CUT WASHER 50791
NAIL SHEATHING TO DOUBLE PLATE WITH TWITH MINIMUM 4"EMBEDMENT OR THREADED ROD SET IN ADHESIVE W
lin
(2)ROWS OF 0.131"x 2,V2"NAILS @ 6"O.C. WITH V WASHER MINIMUM 5"EMBEDMENT WITH 1"CUT WZHER
MONOLITHIC FOUNDATION-EXTERIOR NAIL SHEATHING ALONG BOTTOM OF HEADER @ 3-O.C.
XV x 6-TITEN HID SCREW ANCHOR
or Y8"x 6"SCREW ANCHOR BY HURRI-BOLT,INC INSTALL DSP CLIPS @ 24"O.C.OR
or Y8"THREADED ROD SET 4,y2-INTO ADHESIVE SPH-@ 32"O.C.
EXTERIOR BEAM(AS NOTED) DETA
STEMWALL FOUNDATION-EXTERIOR (-A IL-ANCHOR BOLT DETAIL-THREADED ROD ASSEMBLY
Y2"THREADED ROD SET 7'INTO ADHESIVE DOUBLE PLATE �D7
2
BEAM INSTALLED BENEATH DOUBLE PLATE Metal Connector Fastening Scheduie
INTERIOR APPLICATIONS- BEAM BEARS ON(2)2x-JACKS z
IF EDGE DISTANCE EXCEEDS 5" (TYPICAL-U.O.N.)
USE MONOLITHIC CONDITION Simpson ID USP ID Uplift Capacity(lbs) Fasteners Anchorage(U.O.N.)
CONDITION: 2 A36 MPAI We (12)0.131'x 1%' n/a
ABU44-Z PAU44-TZ 2200(SYP) (12)0.182'x 21W a(112)01 a2"x 31W 516'w/7'embed
(DROPPED BEAM) ABuee-z PAUe6-TZ 2300(SYP) (12)0.1621 x 2W or(112)0.1 eT x 3W 518"wt 7'embed
CS18 RS160 17D5(SYP or SPF) (11)0.148"x 3"in each and-(22)total n1a
DETAIL TYPICAL DTT2-Z INSTALLATION rE DETAIL-EXTERIOR BEAM TO WALL CONNECTION DSP RSPT6-2 775(SYP or SPF1 x-Minto studs n1a
(6)0.148*x I W into double plate
(USP DTB-TZ SIMILAR) DTT2Z DTEI-TZ 2145(SYP)1835(SPF) (8)W x II/V SOS Y,"\W 4Y."embed(mono)and T embed(stem)
GBC HC5M n/a (6)0.131'x 1W into gable brace n1a
(7)0.131*x 21N into double plate
H2.5A n1a:use RT7 ewsyp) (5)0.131'x 2W in each end-(10)total We 8
MONOLITHIC FOUNDATION-EXTERIOR H2.5T n1a:use R77 545(SYP or SPF) (5)0.131*x I W in each and-(I D)total n/a
(8)total
YY X 12-TITEN HD SCREW ANCHOR H3 RT30k 455(SYP) (4)0.131*x 2W in each end We OFFICE COPY
Ul ft� I FiREADED ROD SET 7"INTO ADHESIVE ALTERNATE ANCHOR: R7r8A 7WSYP) (5)0.148'x1Win*aa and-(10)t I n/a
1 111------------------- ............ embed(SET
LEXTERIOR BEAM YY X 6"TITEN HD HDQ8 nfa:use UPHD8 7630(SYP)5495(SPF) (20)Wx 3'SDS----------------------------------T1 wi W --- -i onlyj------------
STEMWALL FOUNDATION-EXTERIOR (MECHANICALLY GALVANIZED) HDU5 PHD5 5846(SYP)4065(SPF) (14)W x 2%'SOS 518*w/T embed(mono)and 12"embed(stem) 18
2
(AS NOTED) HDU8....... PHD6 ............ ..... _6970�5020(SPF) (20)%_�x 3"S-DS- ------------------------ 718"wi 15"embed(SET-XP epoxy ody)
THREADED ROD SET 12"INTO ADHESIVE WITH 2"XY8"WASHER HETA16 HTA16 1810(SYP) (10)0.14V x IW 4-'embed ------- ----------------------------------
H6 CLIP FROM HTS20 HTS24 or HTS30 HTW20,HTW24 or H1W30 145QSYP)1245(SPF) (10)0.1 W x T in each end-(20)total n1a 18
INTERIOR APPLICATIONS- POST TO BEAM HTSMIS or HTSM20 HTWM16orHTWM2D 1175(SYP) (8)0.148'x 3"into wood n/a §1 CLIENT:
(4)Wx 21/.'Titen into CMU 9
IF EDGE DISTANCE EXCEEDS 5"USE 2 ELITE CUSTOM HOMES&
LAP BEAM PLIES AND (4)A*x II/4"riten into concrete
12-X 12"TITEN HID SCREW ANCHOR NAIL AS SHOWN-(5) HTT4 HTr4 4235(S 21W 518
YP� 3640( N x 'wl'r embed(mono)and 12'embed(stem) RENOVATIONS
HTT5 HTT5 509QSYP) 4375( PF) (26)0,167 i 2W 518.w/7.embed(mono)and 12embed(stem�
or Y8"x 8"TITEN HD SCREW ANCHOR 0.131"04'NAILS PER PLY LTP4 MP4F I nl I a. M 2)0.131'x I%' I n/I a 4 PROJECT:
or Y8"THREADED ROD SET 6'INTO ADHESIVE LSTA18 LSTAIS 1235(SYP)1110(SPF) (7)0.148'x 3"in each end-(14)total n/a
\\\--PT POST(AS NOTED) LTS12 LTW12 775(SYP)685(SPF) (6)0.148'x 3"In each end-(12)total n/a TWO UNIT TOWNHOUSE
MSTA24 MSTA24 164O(SYP)_l455(SPF) (9)0.148*x_3"_in each end-(18)total n1a (DONNER ROAD)
MSTAM24 MSTAW4 I SMSYP or SPF) (9)0A4Wx3"intomod -------------------------------- ------- - ------------------ 2
DETAIL-TYPICAL HTT5 INSTALLATION H6 CLIP FROM POST F1 (6)w 2%.Titen into 0MU �4 JOB NUMBER: COUNTY:
(5)A",1-K-riten into concrete 7q1 DUVAL
(USP PHD5 SIMILAR) TO BEAM
PT POST(AS NOTED) MSTA30--- ------------- -20`5QSYP-)--18-2-0(S-P`F-)----------(11)0.14Vx 3'In each end-(2_2 to_tal n/a ------ --- ------------ - ------------------------------- SCALE:
\-EXTERIOR BEAM ABU POST BASE MSTA36 MSTA36 2060(SYP or SPF) (13)0.148'x Y In each end-(26)total We V-101"(U.O.N.)
MSTAM36 MSTAM38 1970SYP or SPF) (13)0.14V x 7 irto wood n/a E 8
(AS NOTED) (8)W x 2Y.-riten into CMU DO NOT SCALE THIS DRAWING
MONOLITHIC FOUNDATION-EXTERIOR (AS NOTED) E
(8)W x 13/4"Titen into concrete
XV THREADED ROD SET 15-INTO ADHESIVE Y8"THREADED ROD MTS12 a MTS20 MTW12orMTW20 1000(SYP)8GO(SPF1 (7)0.148"x 3'in each end-(14)total n1a RELEASE DATE:
PLAN VIEW AT TOP OF POST 02-13-17
0- WITH NUT SET IN MTSM16 or MTSM20 HrA1M16crHTwM20 860(SYP) (7)0.148'x 3"into mod n1a
(4)Wx 2Y."Titen into CMU REVISIONS:
STEMWALL FOUNDATION-EXTERIOR .0 ADHESIVE
(4)Wx I%'Tiften into concrete
THREADED ROD SET 15-INTO ADHESIVE (7-EMBEDMENT) PA51 ITA51 29QSYP or SPF) (14)0.167 x 2%'or(14)0.162'x 3W 4'em bed
SPH4orSPH6 PTH14 or SPTH6 680(SYP)585SPF) (12)0.148'x I W n1a
8
SSP SPT6 3WSYP or SPF) (4)0.148"x 1 W into studs n/a
4 ' DRAWN BY:
INTERIOR APPLICATIONS- (3)0.148"x 1 IN into double plate a
15 CMF
IF EDGE DISTANCE EXCEEDS 5"USE STHD14 IRTAD1 4 4210(SYP or SPF) (30)0.148'x 3 W 14'embLd
JAW J I CHECKED BY:
XV THREADED ROD SET 8"INTO ADHESIVE Notes:
FSS
1.All connectors are manufactured by Simpson Strong-Tie or USP Structural Connectors(U.O.N.) TITLE:
t. 2.SYP=Southern Pine;SPIF=Spruce-Pine-Fir METAL CONNECTOR
SIDE VIEW AT BASE OF POST 3.Mono=monolithic concrefe;stem=masonry sternwall or bond beam
DETAILS
DETAIL-TYPICAL HDU8 INSTALLATION DETAIL-TYPICAL CONNECTIONS AT EXTERIOR POST 14.Anchorage refers to threaded anchors with rioted diameters and embedmero depths
SHEET:
(USP PHD6 SIMILAR)
SD-7
SHOP DRAWING REVIEW DISPOSITION 0
Z— W
ATTENTION:Review of shop drawings is only for conformance with C45
the design concept of the project and does not relieve the contractor
of responsibility for any deviation from the requirements of the Shop
dramngs.Contractorshall determineand verifyall field measurements. C�N
M
-"J C�
0 RETURNED FOR CORRECTION U- ,
6
x
0 APPROVED AS NOTED 0 RETURNED WITHOUT ACTION (D a
0 NOT APPROVED
OFFICE COPY 0 SEE TRANSM171AL L9TER (D
COMWENT-S
BY DATE
HULSBERG ENGINEERING,INC. FL CE41 25946
11481 ST AUGUSTINE RD.#202
JACKSONVILLE,FL 32258
764"
F--9. 12'4-------------T 21-2" -10'4" 23'6"
TRUSSES SPACED
FOR
x (D Lo JOB:294617A
LOC: DONNER RD
NHOUSE
DESIGNER: RICH H
J5
DG of
c') ce) U-) 'IT M 04 C0 PITCH:6/12
u- H U- 0 C) 0 0 J6
U— U- L) OVERHANG: 18"
WIND CODE: 135 MPH-EXP C CLOSED
. . . . . . .. . . . . . . . .. . . . . . FLOOR SYTEM: 18"SYS42
DI EJ7
1 -10..1-1—L-1—1—I L-I—I-.-I--1-N-1 1-4-1 N- I �J 16J J J J . I - 6'--
. . . . . .. . . . . . . . 112—. - . .. // ALL TRUSS PLATES ARE ALPINE PLATES
. . . . . . .. . . . . . .. . . . . 1999�
11 .-- I I/ =—J6 ALPINE HS PLATE APPROVAL 1999.2
DG It-
< J5 ENGINEER OF RECORD
(0 u) 8 9,
JEFFREY K. HULSBERG E
UJ
-—-—-—- JACKSON'VILLE, FL 32258
147" 9
187 904-886-2401
DG c5 H11-44 LL- A.
LICENSE NUMBER:33152 B E
EJ7 9'-0"BRG HEIGHT A'S
�2-1-2' 2
'0
2'- 2- P-12- 2'- 2 -12-- -2 2- 2- 2 f2'- 2'- 2'-� 2-12-$2- 2- 2-------1-6— LLJ 8
D I I ;_ I d W-9 �T 419 9-?
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LLLLLL��-- 0
LU Z5
ca-�z W
TRUSSES SPACED------*' 8 E -R-1
FOR TOILET
F-9. 12-4" 21'2" -10-4" 21'6" 2'1
76-4"