55 DONNER RD - STRU DRAWINGS002 Clay Masonry(Brick): 13. Fasten plies of 1 %"wide engineered lumber as follows: WINDOW,DOOR AND SOFFIT PRESSURES:
1. Brick shall conform to ASTM C62,C216,or C652 for Building Brick, Facing Brick,and 2-ply beams with(3)rows of 0.131"x3%"nails @ 12"o.c. ULSBERG
3-ply beams with(3)rows of 0.131"x3%"nails @ 8"o.c.(each side) 1. All window,door and soffit assemblies shall be designed to withstand the design ENGINEEPdNG, INC.
Hollow Brick,respectively. Grade SW shall be used. 4-ply beams with(2)rows of Simpson 6%"long SDW screws @ 12"o.c. pressures indicated below and shall be installed in accordance with the manufacturer's H
requirements. 11481 OLD ST.AUGUSTINE RD.,SUITE#202
2. Brick veneer shall be anchored with approved ties spaced no more than 16"o.c. STRUCTURAL STEEL: JACKSONVILLE,FL.32258
vertical and 16"o.c. horizontal. Additional ties shall be provided around all wall P:904.886.2401 F:904.260,4367
openings greater than 16"in either direction,and shall be spaced no more than W' 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and 0 www.HulsbergEngineering.com
o.c.and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions). FLORIDA C.A.NUMBER:25846
a.Welded Connections: AWS D1.1
3. Strand wire veneer ties shall not be less in thickness than No.9 gage wire and siall
have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. b.Structural Steel plates: ASTM A36(Fy=36 ksi)or ASTM A572(Fy=50 ksi) E %ie#69�m P�s 011111111*4,
c.Structural Steel W-shapes: ASTM A992(Fy=50 ksi) WIND PRESSURES ON WINDOWS, DOORS & orc ai,
I? '. ....
22 gage by 7/8"corrugated and fastened with 1 3/4"galvanized roofing nails. d.Structural Steel Angles and Channels: ASTM A572(Fy=50 ksi) $E
Adjustable or strand wire veneer ties shall be used at CMU walls. e.Structural Steel Rectangular HSS or Tubes: ASTM A500(Fy=50 ksi) SOFFITS (psf)
A: 0
S
f. Structural Steel Round HSS or Pipe: ASTM A500(Fy=46 ksi)or
4. Unless otherwise noted on the plans,a steel angle L4x4x1/4 shall be used for 00
ASTM A53(Fy=35 ksi) AREA OF OPENING EDGE S RIP(5) INTERIOR Js
supporting brick veneer over openings. This angle will not be required for arched ZONE (4) 0
�L a r 4 , UJ
Pos Neg k
Pos Neg 0 LLJ
I structural steel connections and fabrications shall comply with AISC specifications.
windows where brick is self-supporting. If the length of the opening exceeds 6'-("then 2 Al
the steel angle shall be attached to the wood framing with Y8"x 3"lag screws @ 12" %
o.c.or Simpson Y4"x 3"SDS screws @ 12"o.c. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. 0 to 20 sf 18.3 -24.5 18.3 -19.8
20.1 to 50 sf
-19.1.
17.5
17.5 -22.8 SoF
WOOD FRAMING: 4. Holes required for bolted connections may be drilled or punched- Flame-cut holes 50�1 to 100 sf 16.4 -20.6 16.4 -18.0 A
shall not be used. 100.1 to 200 sf
15.5 -19.1 15.5 -17.1
1. All wood framing has been designed in accordance with"National Design Specif catior 200.1 to 500 sf 14.7 -17. 14.7 -16.5
(NDS)for Wood Construction,"2012 edition. K
5. Bolts shall be installed to the"snug-tight"condition-u.o.n. Soffit Design Pressure 18.3 -24.51 18.3 -19.8 E
2. Southern Yellow Pine member design incorporates design values for all sizes and 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior Base Design Pressure 15.50 GCpi ±0.18
grades of visually graded Southern Yellow Pine dimension lumber per"Supplement to painting,steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning".
No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber,"published by
the Southern Pine Inspection Bureau(SPIB). 7. SSPC Paint 36(polyurethane)shall be applied as the final coat to all structural steel
surfaces exposed and visible to the exterior of the structure.
3. All wood members exposed to weather or in contact with masonry,concrete or s)iI El
shall be treated with an appropriate preservative suitable for the exposure condit ons. 8. Field touch-up after installation where required to restore final finish.
4. If ACQ treatment is used on any wood member,then all nailing shall require HARDWARE AND ANCHORS:
hot-dipped galvanized nails meeting ASTM Al 53,Class C,or ASTM B695,Class 50.
If borate treatment is used then galvanizing is not required.
1. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie,
United Steel Products(USP), or Engineer approved equal. TYPICAL EDGE STRIP(5)
5. Prefabricated wood trusses shall comply with NDS and"National Design Standaid for a=35
Metal Plate Connected Wood Truss Construction(TPI 1-07)." 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM
0r'
'a'
TY
F1 554,Grade 36. TYPICAL INTERIOR ZONE(4)
6. All trusses shall be designed by the Truss Manufacturer's registered Engineer.
3. All metal connectors and hardware which are exposed to the exterior or in contact
7. The Truss Manufacturer shall submit shop drawings and design notes with a with ACQ pressure treated lumber shall be Type 316 stainless steel or ga4vanized per
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 ite
OFFICE COPY
trusses utilizing the connector system proposed.The contractor shall approve 4. Anchor adhesives shall be either SET-XP or AT-XP by Simpson Strong-Tie(with
fabrication and installation drawings showing size,shape and layout.
Florida Product Approval)and installed according to the manufacturer's;nstructions.
Holes shall be cleaned of all debris and brushed out prior to installation of anchor a
8. Jobsite handling and erection, including temporary bracing,during installation of .& CLIENT:
adhesive. .........
trusses shall comply with TPI/WTCA BCSI 1. ............
ELITE CUSTOM HOMES&
ROOF COVERING: .......... RENOVATIONS
9. All prefabricated wood trusses subjected to uplift conditions shall be securely fas ened ..........
PROJECT:
to their supporting walls or beams with metal connectors as noted in the Truss 1. The contractor shall be responsible for the design and installation of the roof covering
Connection-Schedule. system. TWO UNIT TOWNHOUSE
(DONNER ROAD)
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 installed according to the n 12 JOB NUMBER:
I� 16.1793 1 CIINTI:DUVAL
detail as shown in the structural drawings. manufacturer's requirements.
z! SCALE:
L
Y8"=IIA"(U.O.N.)
11. Guardrails,handrails,and guard in-fill components(Balusters and Panel Fillers) hall 3. Clay and tile roofs shall be installed per the"Concrete and Clay Roof Tile Installation E
E
3 DO NOT SCALE THIS DRAWING
be provided by others. Manual,"and the manufacturer's requirements.
RELEASE DATE:
12. Engineered lumber(LVL,Parallarn or LSL)shall meet the following minimum malarial 02-13-17
4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according TEV_1SIONS
specifications: to the manufacturer's requirements.
LVL or Parallarn LSL
E=2,000,000 psi E=1,550,000 psi 5. The contractor shall be responsible for the design and installation of all metal flashing
Fb=2,600 psi Fb=2,325 psi and valley material. DRAWN BY:
Fc=750 psi CMF
Fc=900 psi
CHECKED BY:
Fv=285 psi Fv=310 psi
3� FSS
TITLE:
GENERAL NOTES
SHEET 2 of 2
SHEET:
% --------J_
==FULL HEIGHT WALL SHEATHING NOTES:
ULSBERG
1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6 HENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHT UP TO 9--1 Y8"-U.O.N. JACKSONVILLE,FL.32258
P:904.886.2401 F 904.260.4367
2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUC
'TED WITH2x4 www,HuI,legEn,inee,!n,,,om
:E FLORIDA.�,4..V�MBER:25846
SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-1 X8--U.O.N.
sx M P S 1,44
3) THE FIRST FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)
-U.O.N. co .......
NOTIFY ENGINEER OF ANY VARIATIONS
j
AS
�NOTE: 4.
1
i EACH REAR POST SHALL BE TREATED
CC
i 44 POST ON ABU44-Z POST BASE
LL
uj
O'�
STRAP POST TO EACH BEAM ABOVE rN
C
LL l`x
WITH(1)H6-Z CLIP OR(1)MSTA24-Z %
T.* --Z z
TYPICAL ALL POSTS-(U.O.N.)
TYPICAL ALL ,CONSTRUCT USING APA
SEE DETAIL"F"ON SHEET SD-7 EXTERIOR WINDOW AND �t
NARROW WALL METHOD
DOOR OPENINGS WITH HEADER CONTINUOUS
ACROSS RETURN WALLS
rE _F7 I
DETAIL'A"ON SD-8)
SOLID BUILT-UP-� (SEE
CORNER
Ll SHEARWALL LEGEND:
+1
...........
0 < < ........... NON-BEARING WALL
ir 0 0 o
< C'-J oof 7, mc, 0
------�EXTEND SHEARWALL BEARING WALL
oof 'wn U<J �2
oo SHEATHINGACROSS 0 cl 0 im
. I o LU w
C'J < 04 C,4 Lu ��! :D
FLOOR TRUSS Lu < of 0 SW-6
�E 0 x IICN E
(PENETRATIONS < w
Of U) SHEARWALLS FASTENED WITH
.k m w
ALLOWED FOR :v
(D z 8d COM(0.131"x 2y2")NAILS @
MECHANICAL/ELECTRICAL) 0
- 6"O.C.ON EDGES AND 12"O.C.
Z (2)JACK STUDS----
ON INTERMEDIATE SUPPORTS
w C/)
c� (2)KING STUDS SW-3
RY
-7 7 ......
....... ........77=777-7,11
7=7 77 SHEARWALLS FASTENED WITH
C, QR-f> (2)JACK STUDS---_ 8d COM(0.131 x 2 Y2")NAILS @ 21.
(2)KING STUDS 3"O.C.ON EDGES AND 12"O.C. 1-
lcf)
...... ON INTERMEDIATE SUPPORTS
. ...... ui
E +1
11 _j
r
< < z
��x §f SHEATH BOTH SIDES OF WALL
SD-7 Of I
�vl (D j 0
c
U) x
0 F,
0 CL CN 0 AT INDICATED SHEARWALL
uj XTEND SHEARWALL o - ucj, 1 LU
0 0 0 U)
E w OFFICE COPY
00 H ATH NG ACROSS LU
1�! I . , uj
CN < CN cj FLOOR TIRUSS < 2 x 0
0 ir
< SHEARWALLS SHALL BE
(PENETRATIONS of Ll
< w
c?l ALLOWED FOR z a
U) 0 CONSTRUCTED WITHY2" i
MECHANICAL ELECTRICAL) 0 DRYWALL AND NAILED WITH �p CLIENT:
SOLID BUILT-UP- 6d COOLER NAILS @ 7"O.C. ELITE CUSTOM HOMES&
CORNER ON ALL SUPPORTS RENOVATIONS
< 0 U) C/) �c�
m 0 =) � - NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"AND S PROJECT:
< m 0 :� cc,)
�NOTE:
o I-,- =z) Ri z SHALL BE NAILED @ 3"O.C.TOP AND BOTTOM PER 81 TWO UNIT TOWNHOUSE
EACH REAR POST SHALL BE TREATED ;, L -
m 0 DETAILS"A"&"B"ON SHEET SD-3-U.O.N. f
44 POST ON ABU44-Z POST BASE ir, ;c . I (DONNER ROAD)
0 =
STRAP POST TO EACH BEAM ABOVE < WOOD FRAMED HEADER LEGEND:
2 JOB NUMBER: ICOUNTY
0 3: w
w 16-1793 DUVAL
WITH(1)H6-Z CLIP OR(1)MSTA24-Z Of 3: yj t
cz) SIZE SCALE.
o'l
TYPICAL ALL POSTS-(U.O.N.) 0 0 OF HEADER )/8"=V-0"(U.O.N.)
w LLI cc Lu
SEE DETAIL 7"ON SHEET SD-7 0 < Ld
C) DO NOT SCALE THIS DRAWING
2 2x HEAD
RELEASE DATE:
WALL LAYOUT-FIRST FLOOR i K 02-13-17
NOTE: TE—VISIONS
.,TV
QUANTITY QUANTITY
REFER TO ARCHITECTURAL PLANS
FOR SEPARATION WALL DETAILS OFJACKS OF KING STUDS
DRAWN BY:
GARAGE DOOR NOTES NOTE: CMF
1. INSTALL( ALL WOOD FRAMED LOAD BEARING HEADERS CHECKED BY
MSTA30 STRAP AT EACH END
FSS
OF GARAGE DOOR HEADER.NAIL STRAP SHALL BE MINIMUM(2)2x6 No.2 OR BETTER TITLE:
INTO HEADER AND JACKS BELOW SYP.ALL EXTERIOR HEADERS SHALL BE
WALLLAYOUT
INSTALLED WITH MINIMUM(2)JACKS AND
FIRST FLOOR
2. EMBEDDED STRAP AT EACH END OF GARAGE (1)KING STUD AT EACH HEADER.ALL INTERIOR
-2 SHEET:
DOOR OPENING SEE DETAIL 7-ON SD-1 LOAD BEARING HEADERS SHALL BE INSTALLED
WITH MINIMUM(1)JACK AND(1)KING STUD.(U.O.N.) S-4
NOTE:
H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR T-TULSBERG
SIDE OF THE WALL ENGINEERING, 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
T www,HulsbergEngineering.com
s
FLORIDA C.A.NUVIBER:25846
9
H2.5T OR H2.5T OR H2,5T OR
ALL TRUSSES(ROOF) w
Ps
SDWC 15600 SDWC 15600 SDWC 15600
...... .... o
NOTE:
1)ALL TRUSS CONNECTORS ARE BASED ON
UPLIFTS COMPUTED BY ENGINEER OF RECORD
UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
LZ If
�" :
SHALL BE DISREGARDED 4( Lu
2)THE TRUSS LAYOUT AND NUMBERING SYSTEM
,,H2.5T or SDWC15600 TOENAIL KNEEWALL BE USED BY THE TRUSS MANUFACTURER
I AT EACH CANTILEVERED SHOWN SHALL
2x6 LEDGE !/TO DOUBLE PLATE DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR 0
'�31 FLOOR TRUSS wif 0.131"x 3"NAI LS
0.131"x APPROVAL BY THE ENGINEER OF RECORD AND THE N,PE
3 NAI (a)8"O.C.
R Q
AT EACH KNEEWALL b,50791
CONTRACTO
11 1 y
TRUSS VER COMMENTS:
0 RI Ii 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED
F�(r�I W 0� 'q UBSTITUTE WITHOUT PRIOR
AS LISTED.DO NOT S
1(6'. APPROVAL OF THE ENGINEER OF RECORD
LL
4)HTS24/HTS30 STRAPS MAY BE INSTALLED ON THE
INTERIOR SIDE OF WALL
5)REFER TO MANUFACTURER'S INSTALLATION DETAILS
WHEN USING SDWC SCREWS
DG—k
w
OFFICE COPY
CLIENT:
VLKII AL
16'0 C
rTT116'
ELITE CUSTOM HOMES&
F.1111) III IF1f41I C70i
J5 RENOVATIONS
PROJECT:
J-1 1111 11 TWO UNIT TOWNHOUSE
2x6 LEDGER w/(3 2
0.131"x 3"NAILS ',TOENAIL KNEEWALL (DONNER ROAD)
AT EACH KNEEWALL ff�TFFTF
TO DOUBLE PLATE J013 NUMBER: 1111TY:
TRUSS VERTICAL H2.5T or SDWC1 5600 w/0.131"x 3"NAILS 16-1793 DUVAL
(16-O.C.) AT EACH CANTILEVERED @ 8-O.C. SCALE: V-0"(U.O.N.)
FLOOR TRUSS
DO NOT SCALE THIS DRAWING
RELEASE DATE:
02-13-17
LOWER ROOF LAYOUT REVISIONS
DRAWN BY:
CMF
CHECKED BY:
FSS
TITLE:
LOWER ROOF LAYOUT
jg-IiS H:EE T::
-6
s
F SHOWER AREA ULSBERG
SHOWER AREA MONOLITHIC FOOTING (2)MSTAM36-Z STRAPS
AIL EACH STRAP TO CRIPPLE STUD HENGINEERING, INC.
WITH(13)10d COM NAILS 11481 OLD ST.AUGUSTINE RD.,SUITE#202
8"CMU STEMWALL 3"MAXIMUM OVERHANG
JACKSONVILLE,FL.32258
F_
FASTEN STRAP TO FOUNDATION P:904.886,2401 F:904.260.4367
FORM EDGE (OPTIONAL) 1.f
0 __nA,tyIsbergEngineedng.com
o WALL WITH(8),V4"x 2 X"CONCRETE
PLAN VIEW CONCRETE SLAB
PLAN VIEW
SCREWS INTO MASONRY OR
&BER:25846
2E -S
45. T
�8)4'x 1 X"CONCRETE
CREWS INTO CONCRETE, sw�E 47�
CONCRETE SCREWS SHALL BE No
POWERS"TAPPER"WITH PERMA-qf��,
X/
(1)#4 CONT. (1)#5 CONT. 00
GRADE— FINISH OR EQUAL.
a LL X40--
6"MIN. I ._� E
8 CIVIU STEMWALL WITH(1)#4 @ cc:
HEIGHT OF CURB VARIES STRAP SHALL BE COVERED WITH u
SILL--\: SILL-� —(l)#4 CONT. 46-U.(;.ANU IN EACH CORNER. O�- I . j
;:,- , t.1-,
I FILL CELL SOLID AT EACH#4 SIDING OR STUCCO
C14 LATE b
PLATE CONCRETE SLAB HEIGHT OF CURB VARIES(8"MAX.)
REBAR.HOOK REBAR 16"INTO
MIN.
6 NOTE:
FIL 0
FUKUH SLAB AND 6"INTO THIS DETAIL MAY BE SUBSTITUTED
GRADE-� ��'/ FOR
CONCRETE SLAB
CD FOOTING.
EITHER THE PA51 STRAP(STEMWALL)
GRAD -17
(2)#5 CONT. OR
7/4" THE STHD14 STRAP(MONOLITHIC). F.OYD S SIMPSON,PE
'O.C. FL PE No.50791
8"CMU STEMWALL WITH(1)#4 @ 48'
COMMENTS:
AND IN EACH CORNER.
SECTION-PORCH STEMWALL DETAIL- EMBEDDED STRAP ALTERNATE
FILL CELL SOLID AT EACH#4 REBAR. L rR
HOOK REBAR 12"INTO SLAB AND 6"INTO �D2
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
FOOTING. ENGINEER FOR ADDITIONAL REQUIREMENTS.
V-0" ONE STORY-(2)#5 CO T.
ONE STORY-(2)#5 CONT. V-4- TWO STORY-(2)#5 CONT. NOTE:
TWO STORY-(3)#5 CONT.
SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS)
AS SOON AS THE CONCRETE HAS HARDENED ENOUGH
NOT TO BE DAMAGED DURING THE CUTTING PROCESS.
SECTIO
rG N-STEMWALLAT EXTERIOR WALL SHOWER SECTION-MONOLITHIC AT EXTERIOR WALL SHOWER (TYPICALLY 1-4 HOURS IN WARM WEATHER)
�D2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT CONCRETE SLAB
ENGINEER FOR ADDITIONAL REQUIREMENTS.
0 0 0
N
FILL CUT WITH 1"DEEP xY8"WIDE SAW
CUT AT DENOTED
ELASTOMERIC
/0)#5 CONT, FILLER LOCATIONS.
—CONCRETE SLAB GRADE-
X
SILL tj'T \1
CONCRETE SLAB 8"CMU STEMWALL WITH(1)#4 @
PLATE--\ 7- - -
x '/48"O.C.AND IN EACH CORNER.
4 CD CD, FILL CELL SOLID AT EACH#4 4
REBAR.HOOK REBAR 16"INTO
_G
V
PORCH SLAB AND 6"INTO
OFFICE COPY
FOOTING.
CONCRETE
T-8" 11 (2)#5 CONT.
l'-4" ONE STORY-(2)#5 C NT. 1,-0,, (1)#5 CONT.
l'-8' TWO STORY-(3)#5 CONT.
p CLIENT:
SECTION-PORCH STEMWALL WITH BRICK SECTION-TYPICAL SAW-CUT CONTROL JOINT ELITE CUSTOM HOMES&
SECTION- INTERIOR BEARING rK SECTION-THICKENED EDGE RENOVATIONS
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
�D2 ENGINEER FOR ADDITIONAL REQUIREMENTS. 4 PROJECT:
TWO UNIT TOWNHOUSE
(DONNER ROAD)
i2 JOB NUMBER: COUNTY:
16-1793 DUVAL
TREATED POST SCALE:
BEARING POST(AS NOTED)
CURB HEIGHT VARIES Y8"=V-0"(LI.O.N.)
CONCRETE SLAB /—CONCRETE SLAB ABU POST BASE WITH E
SILL—\ PAVERS BY OTHERS-\ DO NOT SCALE THIS DRAWING
CONCRETE SLAB GALV.ANCHOR EMBEDDED RELEASE DATE:
PLATE 12"(SET-XP ADHESIVE) 02-13-17
CURB HEIGHT VARIES
KLVlbIUN6:
7< x
F- 77\7777777\NN�
U) Lu
Lu
% 0
V,
z 8"TALL,12"S
40 \X QUARE GROUTED
-IN-PLACE CONCRETE DRAWN BY:
CMU OR CAST
PEDESTAL ON 24"X 24"X 12'PAD CMF
A
(AS NOTED) REINFORCEMEINT(AS NOTED) 8" (1)#4 CONT. 2'-0" FOOTING WITH(2)#5 EACH WAY CHECKED BY:
1'4' ONE STORY-L2)#5 CONT. TITLE: FSS
TWO—S—TORY-(3)#5 CONT. FOUNDATION DETAILS
SHEET 2 of 2
SECTION-BEARING STEPDOWN SECTION- INTERIOR BEARING PAD FOOTING SECTION-NON-BEARING STEPIDOWN DETAIL-PAD FOOTING AT PAVERS SHEET:
-2
\ID� ��S�D-2 '\ID�-2
SD-2
(TYPICAL DOUBLE PLATE SPLICE) NOTE:REFER TO DETAIL"N"ON SD-5 FOR NAILING
48"MINIMUM SPLICE LENGTH REQUIREMENTS AROUND OPENINGS IN WALL TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT ULSBERG
MINIMUM NAILING OF TYPICAL HEADER TO KING STUD CONNECTION ENGINEEFJNG, INC.
(16)0.131"x 3*NAILS IN THIS ZONE. (SEE TABLE) (2)2x—SYP#2 DOUBLE PLATE(I.I.O.N.)NAIL H
PLATES WITH 0.131"x 3"NAILS @ 8"O.C. 11481 OLD ST.AUGUSTINE RD.,SUITE#202
JOINT IN LOWER PLATE JOINT IN UPPER PLATE --NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WITH STAGGERED JACKSONVILLE,FL,32258
0.131"x 3"NAILS @ 6"O.C.STAGGERED F P:904.886.2401 F:904,260.4367
TYPICAL STUD TO DOUBLE PLATE
www.HulsbergEngineering.com
JACK STUD AND KING CONNECTION
STUD REQUIREMENTS FLORIDA C.A.NUMBER:25846
(SEE WALL LAYOUT)
SPH4/6 INSTALLED HORIZONTALLY
0 VAN
01104, simps
2x
SPF#2 STUDS @ 16"O.C.(U,O.N.)
ZBUILT-UP HEADER WITH 0.131"x3 4"
\—NAILING AT STUD NAILS @ 12"O.C.TOP AND BOTTOM HEADER TO KING NAILING
(U.O.N.)
STUD TO PLATE NAILING TO DOUBLE PLATE NAIL EACH 190
PLATE TO JACK STUD 2x6 (3)NAILS PER PLY 4K
STUD SIZE ENDNAIL TOENAIL WITH(3)0.131"x 34'NAILS-TOENAIL
OR ENDNAIL(TYPICAL) 2x8 (4)NAILS PER PLY
2x4 (2) (3)
2x10
2x6 (3) (4) (5)NAILS PER PLY
Pa.
E
2x8 (4) (5) 2x12 (6)NAILS PER PLY 91
70—M A ERTS:
(5) (6) DOUBLE SILL REQUIRED WHERE OPENING 4 _F
2x 9Y2"OR 9 1'
LVL (5)NAILS PER PLY
WIDTH EXCEEDS 61 (U.O.N.)
JOINT IN SILL PLATE 11/,'OR 11
4
LVL (6)NAILS PER PLY
BUILT-UP CORNER POST /—NAI LING AT STUD
TO SILL PLATI I 14"LVL (7)NAILS PER PLY
IN16"LVL (8)NAILS PER PLY
4"MIN.;
12"MAX. 12"MAX. u u 2x—TREATED SYP#2 SILL PLATE
u U
ANCHOR BOLT(AS NOTED) BUILT-UP POST(WHEN NOTED ON WALL LAYOUT�—TYPICAL STUD TO SILL PLATE
DETAIL-TYPICAL WALL FRAMING CONDITIONS NAIL EACH PLY WITH 0.131"x 3 Y4' CONNECTION
ALL NAILS NOTED ARE 0.1 31"x 3Y4' NAILS @ 6"O.C.STAGGERED (SEE TABLE)
--DOUBLE PLATE NAILING
NAIL SHEATHING TO HEADER WITH(2
ROWS 0.131"x 2Y2"NAILS @ 6"O.C. CE COPY
OFF1
—DOUBLE PLATE NAIL SHEATHING TO HEADER WITH(6
0.131"x 2)12'AT EACH END(TYPICAL)
3"0,C.NAILING WITH 0.131"xM"NAILS CLIENT
JACKS AND KING STUDS INTO BOTTOM(TYPICAL)
(AS NOTED) LITE CUSTOM HOMES&
HEADER(AS NOTED) NAIL SHEATHING TO KING STUD RENOVATIONS
PROJECT:
_2x—BLOCKING(TYPICAL) @ 12"O.C.MINIMUM. TWO UNIT TOWNHOUSE
(DONNER ROAD)
�3)0.131"x 34'TOENAILS AT EACH
ND(TYPICAL) JOB NUMBER:16.17g3 lllUlTY:DUVAL
EDGE NAILING PER SHEARWALL
NAIL EACH SILL PLY TO KING STUD REQUIREMENTS. NAILS MAY BE SCALE:
V-0"(U.O.N.)
STAGGERED ACROSS TWO JACK 8
WITH(3)0.131"x 3/4"NAILS-TOENAIL
OR ENDNAIL(TYPICAL) STUDS. DO NOT SCALE THIS DRAWING
RELEASE DATE:
BEVEL BLOCKING AS REQUIRED FOR 00 EDGE OF PANEL(TYPICAL)--- 02-13-17
1/m/maw
MINIMUM 112"NAIL PENETRATION INTO PEVISIONS:
MAIN FRAMING MEMBERS.(I YPICAL)
\—(2)2x SILL
DRAWN BY:
lul ANCHOR BOLT REQUIRED WITHIN 6--'lu'-
SHEATHING MAY CANTILEVER UP TO 2" CMF
OF KING JACK UNIT-MAY BE
MAXIMUM PAST SUPPORTS.4LL �e CHECKED BY:
WINDOW ATTACHMENTS MUST BE LOCATED ON EITHER SIDE. FSS
ANCHOREDINT02x MEMBERS. ANCHOR BOLTS AS REQUIRED' TITLE:
FLUSH HEADER CONDITION DROPPED HEADER CONDITION FRAMING DETAILS
SHEET 3 of 3
DETAIL-TYPICAL ARCH TOP OPENING DETAIL-OPENINGS WITH SOLID SAWN, LSL, LA, OR PSL HEADER
SHEET:
SD-5
. HULSBERG
ENGINEEFJNG, INC.
DOUBLE PLATE 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
0%
A
>
7/q/. 7z,-7�.-
VsSL
HEADER(AS NOTED)MAY BE RAISED TO BOTTOM
77 OF DOUBLE PLATE-MINIMUM(3)2X4 REQUIRED AT
6 TOP OF OPENING WITH RAISED HEADER.
cc
o
0
Z I
FASTEN SHEATHING TO HEADER' io
IN 3"GRID PATTERN AND FASTEN �--(2)MSTA30 STRAPS PE
SHEATHING TO ALL FRAMING @ 3"O.C.
/I/� , / o NOTE:SHEATHING ONLY SHOWN FOR
USE 0.131"x 2Y2"NAILS AT ALL LOCATIONS(U.O.N.)
'p,lo]o
NARROW WALL SECTION.
REMAINING SHEATHING NOT
ol SHOWN FOR CLARITY.
FASTEN PLATE TO HEADER-
4 O.C. MINIMUM(3)STUDS
w/(2)ROWS OF 0.131"x 3Y"@ 3
o o "
/
MINIMUM(3)STUDS-----_
o'*
o "S
oo
MINIMUM '?o
16
.*o/ o'
RATED SHEATHING '%y
NAIL BLOCKING TOGETHER-
w/(3)EVENLY SPACED
OFFICE COPY
0.131"x 3 o
STHD14 EMBEDDED STRAP—,,,,
(OR HTT5 IF NOTED) CLIENT
ELITE CUSTOM HOMES&
2 RENOVATIONS
ITHD14 EMBEDDED STRAP PROJECT:
W/(7)MIN.EMBEDMENT W/
X8"EPDXIED ANCHOR BOLT----
(OR HTT5 IF NOTED) TWO UNIT TOWNHOUSE
(DONNER ROAD)
MINIMUM 2"x 2"x 16
PLATE WASHER
JOB NUMBER: COUNTY:
16-1 931 DUVAL
o o o SCALE:
CONCRETE FOOTING Y8"=l'-O"(U.O.N.)
/o o 9" /'o DO NOT SCALE THIS DRAWING
PER FOUNDATION PLAN
RELEASE DATE:
< 02-13-17
REVISIONS:
DRAWN BY:
41 CMF
2' CHECKED BY
FSS
—------------------------------- 2 TITLE:
APA WALL DETAIL
(7� DETAIL NARROW WALL METHOD DETAIL
SHEET:
�-8 -8
SID
COPY
OFFIC 06
�-43'10" 'D U_
N i
=> 6
12'4" 21-2" 10'4" 23'6"
6
(D 4
JOB: 294617B
C14 LOC: DONNER RD
1-8- 1 PLAN: 2-UNIT TOWNHOUSE
DESIGNER: RICH H
PITCH: 6/12
CY) U') (0 11 00 M C:1 ;z OVERHANG: 18"
WIND CODE: 135 MPH - EXP C-CLOSED
EJ1 ALL TRUSS PLATES ARE ALPINE PLATES
ALPINE WAVE PLATE APPROVAL# 1999.3
ALPINE HS PLATE APPROVAL# 1999.2
2
ENGINEER OF RECORD
JEFFREY K. HULSBERG
11481 ST AUGUSTINE RD#202
EJ3 JACKSONVILLE, FL 32258
JFVV & 904-886-2401
co co LICENSE NUMBER: 33152
9'-0" BRG HEIGHT
HEIGHT
6'— 2'——2'— 2'——2'——2'—'— —2'— 2-—2'——2'— 2 —2'——2'——2'— —2
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EJ1 Cl) 1 1 18
LO t-- cc)a) ;z �p F �21 —2 -.--2-2
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J2 y SHOP DRAWING REVIEW DISPOSITION
<X
<
ii ATTENTION:Review Of Shop drawings is only for Conformance with
4 the design concept of the project and does not relieve the contractor Z ft _2
of responsibility for any deviation from the requirements of the shop 2-
drawings.Contractor shall determine and verify an field measurements.
1'8" .
04 ZZAVZKre��2222 -6.2�-2
3 YAPPROVED 13 RETURNED FOR CORRECTION 06 49,_�l-Z 11 8
y f.,
0 APPROVED AS NOTED 0 RETURNED WITHOUT ACTION I I
12'4" 217' 10'4" L1 NOT APPROVED 0 SEE TRANSMITTAL LETTER =0 E,R A L
H!I.IH:
f;j
—43'10"— 2_. N :11i -
BY ce— g
DATE g
HULSBERG ENGINEERING,INC. F U.J .2
11481 ST.AUGUSTINE RD.#202 z S
JACKSONVILLE,FL 32258 !�-c Z'