730 PARADISE LN - STRU DRAWINGS DESIGN SPECIFICATIONS: GENERAL NOTES:
8, All concrete slabs on grade shall be the thickness as indicated on the drawings over ULSBERG
Project has been designed in accordance with the 5th Edition(2014)Florida Building 1. The scope of these plans is limited to the structural requirements of this project. minimum 6 mil.polyethylene(visqueen)vapor barrier.Slabs shall be reinforced with ENGINEEFJNG, INC.
Code,Residential,and the Florida Building Code,Existing Building(as applicable). Architectural,civil(site),electrical, mechanical(plumbing and HVAC),waterproofing, 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, H
and flashing requirements are not addressed in these plans. or fibermesh reinforcement shall be used with a minimum fiber length of?'to 2" 11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per
DESIGN CRITERIA:
P:904.886.2401 F:904.260.4367
2. It is the intent of the Engineer of Record(Engineer)that this work be performed in cubic yard in accordance with manufacturers recommendations.
www.HulsbergEngineering.com
conformance with all requirements of the authorities having jurisdiction over this type
Wind Design Method ASCE 7-10 FLORIDA C.A..,,NUMBER:25846
of construction and occupancy. 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and E
Basic Wind Speed: 130 mph 0
other deleterious material.Structural fill shall be compacted to a density of at least
Building Risk Category: 11
C(Enclosed Structure) 3. The contractor is responsible for the means and methods of construction. It is the 95%of the Modified Proctor Maximum Dry Density(ASTM D1 557).Termite protection
Wind Exposure:
Building Classification: Residential contractor's sole responsibility to determine the procedure,sequence,and temporary shall be provided in accordance with applicable code requirements. If soil treatment
f 14.
bracing as to insure the safety of the building and its component parts during is used,the treatment shall be done after all excavation,backfilling,and compaction
Building Type: Type V Construction construction. P
Wind-Borne Debris: NOT located in the wind-borne debris region is completed.
Unless otherwise noted,project site considerations shall be the responsibility of the 4. The contractor shall verify all conditions and dimensions at the job site prior to 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be
owner and/or contractor. Examples of such items include,but shall not be limited to, commencing work. compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density
determination of grade elevations,drainage features,and special requirements (ASTM D 1557)for a depth of at least two feet(2'-0")below the bottom of the footing. cr, a
5. The contractor shall supply,locate,and build into the work all inserts,anchors,angles, U LU E
EMA flood hazard and/or DEP zones. LL
associated with F W=-
plates,openings,sleeves, hangers,slab depressions,or other components as may be 11. The following minimum concrete cover shall be provided for reinforcement:
required to attach and accommodate other work. 3" Concrete cast against and permanently exposed to earth
DESIGN DEAD LOADS:
2" Concrete exposed to earth or weather LO D
6. All details and sections shown on the structural drawings are intended to be typical L (01,
Floors: and shall be construed to apply to any similar situation elsewhere in the work except 1 1/2"Concrete not exposed to earth or weather C
The design floor dead load of 12 psf assumes a floor system utilizing wood decking or
wood subflooring over wood truss,wood 1-joist,or solid sawn lumber framing, The floor where indicated otherwise. 12. All continuous reinforcing steel in concrete shall be lap-spliced with the following
covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer hall be minimum lengths: 2
notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural details and sections. The contractor #4 bars: 21"minimum
shall contact the Engineer for clarification in cases of conflict between the structural #5 bars: 26"minimum
drawings and any drawings prepared by others prior to commencing work. #6 bars: 32"minimum
Roofs:
Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss)
8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. 13. Reinforcement in footings shall be bent around corners or corner bars shall be used.
Concrete or Clay Tile: 15 psf
Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable soil bearing capacity of
2000 psf. The Engineer shall be notified if soil conditions encountered differ from the 14. The contractor shall provide spacers,chairs, bolsters,etc.,necessary to support
DESIGN LIVE LOADS: noted assumptions. All requirements for site preparation and soil compaction reinforcing steel.Support items which bear on exposed concrete surfaces shall have
specified in the soils report shall be followed unless more stringent requirements are
ends which are plastic tipped or stainless steel.
Floors: specified in these plans.
Exterior Balconies: 40 psf MASONRY:
Exterior Decks: 40 psf CONCRETE:
Stairs: 40 psf(or 300 lb point load) General:
1 All concrete work shall be in accordance with"Building Code Requirements for
Garages: 50 psf(or 2000 lb point load)
All Other Areas: 40 psf Structural Concrete,"ACI 318-11,and"Specification for Structural Concrete,"ACI 301 1 All masonry work shall be in accordance with"Building Code Requirements for
Masonry Structures,"ACI 530-11,and Specifications for Masonry Structures,"ACI
Attics: 2. All concrete shall have the following minimum compressive strength at 28 days: 530.1-11
Slabs on grade,footings,and misc.concrete: fc=2500psi
Without Storage: 10 psf
With Limited Storage: 20 psf Structural slabs,walls, beams and columns: fc=3000psi 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of
ON Designated radon zones only-all concrete: fc=3000psi 2000 psi per ASTM C1 019.Grout shall be mixed to provide a slump between 8"to 11
With Storage: 30 psf(fixed stair access,
3. Cement shall conform to"Specification for Portland Cement"(ASTM C150) ed
Roofs: 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be us
Less than 4:12 slope: 20 psf in brick veneer.
4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33) CLIENT:
4:12 slope or greater: 16 psf
4. The contractor shall be responsible for the design and installation of all flashing. SPRINGFIELD BUILDERS,LLC.
5. Water shall be clean and free of injurious amounts of oil,acids,alkalis,salts,organic (BUCKY DAVIS)
DEFLECTION CRITERIA:
material or other substances that are deleterious to concrete or steel reinforcement. Concrete Masonry(CMU):
PROJECT:
Walls: TUPELO SPEC HOUSE
6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the
Wind loads with plaster or stucco finish: L/360 1. Concrete masonry units(CMU)shall be ASTM C90-1 1 B,Hollow Load-Bearing
structural drawings.All reinforcing details shall conform to"Details and Detailing of Concrete Masonry Units, normal weight,with a minimum compressive strength of 39 PARADISE PRESERVE
Wind loads with other brittle finishes: L/240
Concrete Reinforcement,"ACI 315,unless detailed otherwise on the structural 1900 psi(f m=1500 psi). JOB NUMBER: COUNTY:
Wind loads with flexible finishes: L/120 or L/180* -1413 DUVAL
drawings. 16
L/1 80 for exterior walls with interior gypsum board finish. SCALE:
Floors: 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following y1i
8 =1'4'(U.O.N.)
Live Load: L/480* 7. Tolerances for foundation and slab alignment as well as placement of reinforcement minimum lengths: DO NOT SCALE THIS DRAWING
shall be in accordance with"Standard Tolerances for Concrete Construction and #4 bars: 20"minimum
Total Load: L/240*
Materials,"ACI 117. Footing or slab edges may be up to 1/2"inside of the sill plate. OFFICE COPY RELEASE DATE:
Increased floor stiffness may be required by floor covering manufacturer #5 bars: 25"minimum 2!
11-07-16
#6 bars: 30"minimum REVISIONS:
Roofs:
3. Grout all cells containing vertical reinforcement in 6-0"maximum lifts.
Live Load: L/240
Total Load: L/I 80
4. Provide cleanouts per ACI 530.1-11 in the bottom course of masonry when the wall DRAWN BY:
L5 DJM
Er
height exceeds 6-0". REVIEWED FOR CODE COMPLIANCE CHECKED BY:
t1%TYa0E-#6-F4"J1C BEACH MJB-FSS
5. Beam reinforcement shall be con cruss TITLE:
SEE PERMITS FOR ADDITIONAL GENERAL NOTES
SHEET 1 of 2
REQUIREMENTS AND CONDITIONS
SHEET:
REVIEWED BY: DATE: J&
4 S
V
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. 1. All window,door and soffit assemblies shall be designed to withstand the design ULSBERG
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 HENGINEERINQ`INC.
Hollow Brick,respectively. Grade SW shall be used. 4-ply beams with(2)rows of Simpson 6%"long SDW screws @ 12"o.c.
requirements. 11481 OLD ST.AUGUSTINE RD.,$UITE#202
JACKSONVILLE,FL.31258
2. Brick veneer shall be anchored with approved ties spaced no more than 16,o.c. STRUCTURAL STEEL:
P:9,0*.tN.2401 F:904.?60.067
vertical and 16"o.c.horizontal. Additional ties shall be provided around al wall
openings greater than 16"in either direction,and shall be spaced no more than 36" 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and 75
1 FLORIDA dA.NUMtR:25846
o.c.and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions). E
a.Welded Connections: AWS D1.1
3. Strand wire veneer ties shall not be less in thickness than No.9 gage wire and shall b.Structural Steel plates: ASTM A36(Fy=36 ksi)or ASTM A572(Fy=50 ksi)
have a hook embedded in the mortar oint. Sheet metal ties shall not be less than No. WIND PRESSURES ON WINDOWS, DOORS &
c.Structural Steel W-shapes: ASTM A992(Fy=50 ksi) NAN
22 gage by 7/8"corrugated and fastened with 1 %"galvanized roofing nail 5. d.Structural Steel Angles and Channels: ASTM A572(Fy=50 ksi) 7
SOFFITS (psf) %
Adjustable or strand wire veneer ties shall be used at CMU walls. e.Structural Steel Rectangular HSS or Tubes: ASTM A500(Fy=50 ksi)
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 ASTM A53(Fy=35 ksi) AREA OF OPENING EDGE STRIP (6) INTERIOR ZONE (4) CC
supporting brick veneer over openings. This angle will not be required for arched
Pos Neg Pos Neg 10, UJ
windows where brick is self-supporting. If the length of the opening exceeds 6-0"then 2. All structural steel connections and fabrications shall comply with AISC specifications.
8"x 3"lag scre Ns @ 12"
the steel angle shall be attached to the wood framing with 0 to 20 sf 24.7 -33.0 24.7 -26.8
o.c.or Simpson Y4"x 3"SDS screws @ 12"o.c. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication.
20.1 to 50 sf 23.6 -30.7 23.6 -25.7 Li
50.1 to 100 sf 22.2 -27.8 22.2 -24.2
WOOD FRAMING: 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes
shall not be used. 100.1 to 200 sf 20.9 -25.7 20.9 -23.01
1. All wood framing has been designed in accordance with"National Design Specificatior 200.1 to 500 sf 19.91 -23.4 19.91 -21,9
(NDS)for Wood Construction,"2012 edition. 5. Bolts shall be installed to the"snug-tight"condition-u.o.n. Soffit Design Pressure 24.71 -33.0 24.71 -26.81
Base Design Pressure 20.90 GCpi ±0.18
2. Southern Yellow Pine member design incorporates design values for all si!es and 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior
grades of visually graded Southern Yellow Pine dimension lumber per"Su Dplement 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,"PL blished by
the Southern Pine Inspection Bureau(SPIB). 7. SSPC Paint 36(polyurethane)shall be applied as the final coat to all structural steel
surfaces exposed and visible to the exterior of the structure.
3. All wood members exposed to weather or in contact with masonry,concrete or soil
shall be treated with an appropriate preservative suitable for the exposure conditions. 8. Field touch-up after installation where required to restore final finish.
4. If ACQ treatment is used on any wood member,then all nailing shall requii e HARDWARE AND ANCHORS:
TYPICAL EDGE STRIP(5)
hot-dipped galvanized nails meeting ASTM A153,Class C,or ASTM B695,Class 50.
If borate treatment is used then galvanizing is not required. a 3.9'
1. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie,
United Steel Products(USP), or Engineer approved equal.
5. Prefabricated wood trusses shall comply with NDS and"National Design'Standard for TYPICAL INTERIOR ZONE(4)
Metal Plate Connected Wood Truss Construction(TPI 1-07)." 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM
F1 554,Grade 36.
6. All trusses shall be designed by the Truss Manufacturer's registered Engineer.
3. All metal connectors and hardware which are exposed to the exterior or in contact
7. The Truss Manufacturer shall submit shop drawings and design notes wit[ a with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per
registered Engineer's seal for approval.Design notes shall include the ratEd load ASTM Al 53,Class C,or ASTM B695,Class 50.
capacity of the truss to truss connectors,and the manufacturer's license tc fabricate
trusses utilizing the connector system proposed.The contractor shall appr:)ve 4. Anchor adhesives shall be either SET-XP or AT-XP by Simpson Strong-Tie(with
fabrication and installation drawings showing size,shape and layout. Florida Product Approval)and installed according to the manufacturer's instructions.
Holes shall be cleaned of all debris and brushed out prior to installation of anchor
CLIENT:
8. Jobsite handling and erection,including temporary bracing,during installation of adhesive.
SPRINGFIELD BUILDERS,LLC.
trusses shall comply with TPI/WTCA BCSI 1. 1.1 J L 1.1 J
(BUCKY DAVIS)
ROOF COVERING:
9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened PROJECT:
to their supporting walls or beams with metal connectors as noted in the T,uss 1 The contractor shall be responsible for the design and installation of the roof covering TUPELO SPEC HOUSE
Connection Schedule. system.
39 PARADISE PRESERVE
22 JOB NUMBER: COUNTY:
10. All gable ends shall be balloon framed or braced in accordance with the a)plicable 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the . .............................. . 16-1413 DUVAL
L
detail as shown in the structural drawings. manufacturer's requirements. SCALE:
V-0"(I.I.O.N.)
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
DO NOT SCALE THIS DRAWING
be provided by others. Manual,"and the manufacturer's requirements.
RELEASE DATE:
-07-16
12. Engineered lumber(LVL,Parallam or LSL)shall meet the following minimum material 4. Standing seam metal roofs shall comply with ASTIM E1514 and be installed according REVISIONS:
specifications: to the manufacturer's requirements.
LVL or Parallam LSL
E=2,000,000 psi E=1,550,000 psi
5. The contractor shall be responsible for the design and installation of all metal flashing
DRAWN BY:
Fb=2,600 psi Fb=2,325 psi DJM
and valley material.
Fc=750 psi Fc=900 psi CHECKED BY:
Fv=285 psi Fv=31 0 psi MJB-FSS
TITLE:
GENERAL NOTES
SHEET 2 of 2
OFFICE COPY
2 SHEET:
S-2
WALL FRAMING NOTES: ULSBERG
NOTE: 1)ALL FIRST FLOOR EXTERIOR WALLS SHALL BE HENGINEERING, INC.
INSTALL SOLID BLOCKING BETWEEN CONSTRUCTED WITH2x6SPF No.2 STUDS
11481 OLD ST.AUGUSTINE RD,,SUITE#202
FLOORS AT ALL SECOND FLOOR JACKSON)ALLE,FL.32258
@ 16"O.C.FOR PLATE HEIGHTS UP TO 10--1 X8"-U.O.N.
BUILT-UP POSTS. P:904.8869 7dOl R 904.260.4367
CONT.(3)SPANS lier;Engineering.com
2)ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL
rE
(2)2x6 HEA
D BE CONSTRUCTED WITH2x4SPF No.2 STUDS FLO IP4 C.A.NUMBER:25846
2 J 2 K (2)2xl2 PORCH BEAM(TYPICAL)
@ 16"O.C.FOR PLATE HEIGHTS UP TO 10'-1 X8'-U.O.N. loto
FIRST FLOOR EXTERIOR WALL FINISH IS
LU b
< L(2)JACKS� LE"(SIDING)-U.O.N.
0 CN "FLEXIB '446
< < CN * I'll i % ;S
w MIN. w NOTIFY ENGINEER OF ANY VARIATIONS.
NOTE:
C14
CN CONT.(4)SPANS THIS OPEN PORCH CEILING REQUIRES A
(r(2)2x6 HEAl
Lu
ol (2)JACKS LL \AD
(/""'-(2)2 x 10 H E A D E
MINIMUM Y8"SHEATHING.FASTEN WITH 6d O�
MIN.
COM OR BOX NAILS AT 6"O.C.ON EDGES
SW-3 1,1 :2K SW-3
C
AND 12"O.C.IN THE FIELD.
BM1
E NOTE: F <ry 4 z
L
'W_�OLID BUILT-U -7 EACH EXTERIOR POST SHALL BE TREATED
SD N,PE
(2)JACKS
S'%j
CORNER(MIN.) MIN. 44 POST ON ABU44-Z POST BASE.STRAP _'jt!,*R0791
cr_ POST TO EACH BEAM ABOVE WITH(1)H6-Z CLIP COM
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in . .... OR(1)MSTA24-Z.
< 04 E
TYPICAL ALL POSTS-(U.O.N.)
00 SEE DETAIL"F"ON SHEET SD-7
x
CN CN (2)2x6 B U I LT-U P.
POST ALIGNED WITH:,-
TRUSS ABO'VE"*
INSTALL SOLID BLOCKING. ....
(3)2x4 BUILT-UP BETWEEN FLOORS
POST(MIN.)
—aVV-3 11"x 9!�LVL
(2 4 4
7%
SHEARWALL LEGEND:
w
Lu ..:..:SOUD BUILT-U
< CN :CORNER(MIN.) < CN
- - - - - - - Lu ....... NON-BEARING WALL
w ..........
010
x
04
(2)2xlO 1EADER JORS
2J lK
<
W
I CN UX7-4 BEARING WALL
.0
SW-6
SHEARWALLS FASTENED WITH
8d COM(0.1�31"x MY')NAILS @
........ ...... 6"O.C.ON EDGES AND 12"O.C.
ON INTERMEDIATE SUPPORTS. OFFICE COPY
SW-3
/(2)2x6 BUILT-UP icn
POST ALIGNED WITH (2)2x6 BUILT-UP SHEARWALLS FASTENED WITH
TRUSS ABOVE POST ALIGNED WITH \ 8d COM(0.131"x MY)NAILS @ CLIENT:
GARAGE DOOR NOTES INSTALL SOLID BLOCKING TRUSS ABOVE 3"O.C.ON EDGES AND 12"O.C.
SPRINGFIELD BUILDERS,LLC.
ON INTERMEDIATE SUPPORTS.
wi BETWEEN FLOORS INSTALL SOLID BLOCKING (BUCKY DAVIS)
1. INSTALL(j)MSTA30 STRAP AT EACH END BETWEEN FLOORS
OF GARAGE DOOR HEADER.NAIL STRAP SHEATH BOTH SIDES OF WALL PROJECT:
1 /-(2)2x6 BUILT-UP
INTO HEADER AND JACKS BELOW. AT INDICATED SHEARWALL TUPELO SPEC HOUSE
POST(MIN.) E E �Dl
4-:
2. EMBEDDED STRAP AT EACH END OF GARAGE A2)JACKS 39 PARADISE PRESERVE
BIVI2 SD-7 SD-7
I 1 0 P7 _�p Q
DOOR OPENING SEE DETAIL"F"ON SD-1 SOLID BUILT-U MIN.
NOTE:ALL EXTERIOR WALLS SHALL BE "SW-6"U.O.N. 2 JOB NUMBER: COUNTY:
16-1413 DUVAL
CORNER(MIN.) El == 1
3. EACH GARAGE DOOR SHALL BE RATED FOR A A—Sw_�CONT.(2)SPAN��S_W-3 SCALE:
MINIMUM DESIGN PRESSURE OF 23.3 psf XF =l'-O"(IJI.O.N.)
WOOD FRAMED HEADER LEGEND: E
L-A-m-r- (2)2x6 HEADER E
R DO NOT SCALE THIS DRAWING
J 4 4 11 2 K siz
(2)'l 2"x 111"LVL HEADER CONTINUOUS E RELEASE DATE:
'--HUC410 OF HEADE
TO CORNER 11-07-16
HANGER NOTE:
REVISIONS:
ONSTRUCT USING AP 2)2x12 PORCH BEAM(TYPIC THIS OPEN PORCH CEILING REQUIRES A (2)9x HEADER
'7 A77"; A
NARROW WALL METHOD WITH i K
HEADER CONTINUOUS L LUS210-2 HANGER MINIMUM Y8"SHEATHING.FASTEN WITH 6d Y
COM OR BOX NAILS AT 6"O.C.ON EDGES QUANTIT UANTITY
ACROSS RETURN WALLS BEAM TO BEAM AND 12"O.C.IN THE FIELD. OFJACKS OF KING STUDS DRAWN BY: DJM
(SEE DETAIL"A"ON SD-8) 21
CHECKED BY:
EACH EXTERIOR POST SHALL BE TREATED MJB-FSS
NOTE: TITLE:
44 POST ON ABU44-Z POST BASE.STRAP ALL WOOD FRAMED LOAD BEARING HEADERS
�s WALLLAYOUT
POST TO EACH BEAM ABOVE WITH(1)H6-Z CLIP
SHALL BE MINIMUM(2)2x6 No.2 OR BETTER FIRST FLOOR
OR(1)MSTA24-Z.
TYPICAL ALL POSTS-(U.O.N.) SYP.INSTALL MINIMUM(1)JACK AND
'o SHEET:
SEE DETAIL"F"ON SHEET SD-7 (1)KING STUD AT EACH HEADER(U.O.N.) Ef
WALL LAYOUT-FIRST FLOOR
S-4
WALL FRAMING NOTES: ULSBERG
NOTE: 1)ALL SECOND FLOOR EXTERIOR WALLS SHALL BE HENGINEERM, INC.
INSTALL SOLID BLOCKING BETWEEN CONSTRUCTED WITH2x4SPF No.2 STUDS
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
FLOORS AT ALL SECOND FLOOR @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-l)/8"-U.O.N.
BUILT-UP POSTS. 1D�886.2401 F:904.260.4367
wwvv.�ulsbe,6�ngineeringxom
2)ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL
FLOROA(;*.A.OUMBER:25846
BE CONSTRUCTED WITH2x4SPF No.2 STUDS E
2
— — -------- @ 16"O.C.FOR PLATE HEIGHTS UP TO 9--1 X8"-U.O.N.
Noov 4*111
3)THE SECOND FLOOR EXTERIOR WALL FINISH IS
c
FLEXIBLE"(SIDING)-U.O.N. \.AS E
'NOTIFY ENGINEER OF ANY VARIATIONS.
c)
CONT.(3)SPANS
cr.B
HEADER
Lu
(2)2x6 is \41D
Lu
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M.�PK5 PE
. ..... . ......
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POST(MIN.) . ..........
POST(MIN.)
........... .
............ .
. ..................................... .
SHEARWALL LEGEND:
..........
.......... NON-BEARING WALL
..........
. ..................
BEARING WALL
SW-6
%.��2 �co
:::��(21 J,
SHEARWALLS FASTENED WITH
"x 2Y')N
.. .......... 8d COM(0.131 2' AILS @
. ....... ...
6"O.C.ON EDGES AND 12"O.C.
OFFICE COPY
ON INTERMEDIATE SUPPORTS. &
. .........
SW-3
SHEARWALLS FASTENED WITH
An 'x 2 Y-)NAILS @ & CLIENT:
8d COM(0.131' 2
. ..... . 3"O.C.ON EDGES AND 12"0.C.
SPRINGFIELD BUILDERS,LLC.
ON INTERMEDIATE SUPPORTS.
'--(2)2x4 BUILT-UP (2)2x4 BUILT-UP 4-: (BUCKY DAVIS)
POST(MIN.) POST(MIN.) SHEATH BOTH SIDES OF WALL ll PROJECT:
AT INDICATED SHEARWALL TUPELO SPEC HOUSE
2
Li
1 39 PARADISE PRESERVE
JOB NUMBER: COUNTY:
NOTE:ALL EXTERIOR WALLS SHALL BE "SW-6"U.O.N.
16-1413 DUVAL
_(2)JACKS:' SCALE:
l'-0"(U.O.N.)
MIN.
WOOD FRAMED HEADER LEGEND: E
E
DO NOT SCALE THIS DRAWING
CONT.(2)SPANS SIZE
OF HEADER\ RELEASE DATE:
1-1-07-16
(2)2x6 HEAD
(2)2x HEADER REVISIONS:
11 2 K
=Y
QUANTIT PUANTITY
DRAWN BY:
OFJACKS OF KING STUDS DJM
CHECKED BY:
MJB-FSS
NOTE:
TITLE:
ALL WOOD FRAMED LOAD BEARING HEADERS WALLLAYOUT
SHALL BE MINIMUM(2)2x6 No.2 OR BETTER SECOND FLOOR
SYP.INSTALL MINIMUM(1)JACK AND
SHEET:
(1)KING STUD AT EACH HEADER(U.O.N.)
WALL LAYOUT-SECOND FLOOR S-5
TRUSS CONNECTORS ULS.- BERG
FFFTRUSS ID LEFT INTERMEDIATE RIGHT ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
BD (2)H2.5T HTS24 MTS12
JACKSO"LE,FL.32258
IGHT JH
MTS 2 P:904.886.�4T F 904.260.4367
www.HuloeegEngineering.com
RID4 CA.NUMBER:25846
ALLOTHER TRUSSES H2.5T OR 2.51-UK H21.5TOR 21101
001 VVC 15600
SDWC 1 ISDWC 1560
(ROOF) 56 SDWC
LA�L
mail lilt,
NOTE:
1� small Yv Ile,
1)ALL TRUSS CONNECTORS ARE BASED ON C
TRUSS ENGINEERING DOCUMENTS
UPLIFTS COMPUTED BY ENGINEER OF RECORD.
UPLIFT VALUES IN 4�N I . 4
TS12 SHALL BE DISREGARDED. N
-M
H S24 CC S
(2)H2.5T, S LAYOUT AND NUMBERING SYSTEM Lu
B 2)THE TRUS 0,
—,,,,H2.5T AT EACH a
AT CANTILEVERED SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER.
TS24 HTS24 AT 6IN k- ro
BEAM FLOOR TRUSS DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR G
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UD
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u- LL APPROVAL OF THE ENG
co 4)REFER TO MANUFACTURERS INSTALLATION DETAILS
WHEN USING SDWC SCREWS.
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LL
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........ ................................
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.:F7(7)
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2
CLIENT:
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f
PROJECT:
---HTS24-,,, TUPELO SPEC HOUSE
HTS24-,
39 PARADISE PRE.SERVE
BIM2 JOB NUMBER: COUNTY:
F6
16-1413 DUVAL
:1 F3(2) F5 % SCALE: 1'-0"(IJI.O.N.)
X8
E
E
0 DO NOT SCALE THIS DRAWING
A2
F2 GD RELEASE DATE:
11-07-16
TE—VISIONS
G2
G BEAM SCHEDULE
'G DRAWN BY:
DJM
BEAM SPECIFICATIONS w
BEAM 1.D. 1*0—
- CHECKED BY:
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BM1 (2)1 Y4"x 16"1.51E LVL TITLE:
ROOF TRUSS AND FLOOR
BM2 (2)1 Y4"X 16l'1.9E LVL LAYOUT-LOWER LEVEL
T
21
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ROOF TRUSS&FLOOR LAYOUT-LOWER LEVEL
TRUSS CONNECTORS ULSBERG
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TRUSS ID LEFT INTERMEDIATE H
11481 OLD ST.AUGUSTINE RD.,SUITE#202
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2)THE TRUSS LAYOUT AND NUMBERING SYSTEM
SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER.
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DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR
. .... .... ..... .
.. ..... . ...... . Dl
APPROVAL BY THE ENGINEER OF RECORD AND THE �01 war
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TRUSS SPRINGFIELD BUILDERS,LLC.
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Fl(3 PROJECT:
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39 PARADISE PRESERVE
Ll
F JOB NUMBER: NTY:
16-14131... DUVAL
2 FG
SCALE: if
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E
DO NOT SCALE THIS DRAWING
31-0" 31-011
CG
RELEASE DATE:
11-07-16
REVISIONS:
GABLE BRACE LOCATIONS
DRAWN BY:
SEE DETAIL"F"ON SD-6 im
Ls D
CHECKED BY:
ZGABLE BRACE LOCATIONS
MJB-FSS
SEE DETAIL 7"ON SD-6 TITLE:
ROOFTRUSS
UPPER LEVEL
L5
SHEET:
ROOF TRUSS LAYOUT-UPPER LEVEL S-7
HULSBERG
ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
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44 POST ON ABU44-Z POST BASE.STRAP '*
POST TO EACH BEAM ABOVE WITH(1)H6-Z CLIP
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HTT5— HOLDOW�
HOLDOWN . . .. . . .
1. INSTALL(_l)MSTA30 STRAP AT EACH END
OF GARAGE DOOR HEADER.NAIL STRA
\HTT5 HTT5 INTO HEADER AND JACKS BELOW.
775 HOLDOWN HOLDOWN
...............................................
HOLDOWN 2. EMBEDDED STRAP AT EACH END OF GARAGE
�E OFFICE COPY
ANCHOR BOLTS @ 24"O.C. DOOR OPENING SEE DETAIL 7"ON SD-1
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NOTE:
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0
SDWC SCREWS MAY BE USED
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0
TO PLATE CONNECTIONS PER (BUCKY DAVIS)
0 TS24 AT HTS24 AT SIMPSON LITERATURE
BEAM BEA E PROJECT:
SD-7 TUPELO SPEC HOUSE
E r,
HTT5 EXPOSURE"C"ANCHOR NOTE 0 39 PARADISE PRESERVE
E-7)
BM2
HOLDOWN SILL PLATES ON EXTERIOR WALLS JOB NUMBER: COUNTY:
rN SHALL BE ANCHORED BY THREADED 16-1413 DUVAL
SD-5,&V
RODS SUPPLEMENTED BY ADDITIONAL SCALE:
144ge -0"(U.O.N.)
-3 75
E
ANCHOR BOLTS OR Y4"x 3 Y4"TAPCON
MR BAR.
HOLDOWN SCREWS AS REQUIRED TO DO NOT SCALE THIS DRAWING
HTT5-"
UC410 MAINTAIN MAXIMUM 24"O.C.SPACING RELEASE DATE:
HOLDOWN
11-07-16
HANGER
ONSTRUCT USING APA REVISIONS:
I THREADED ROD LEGEND:
NARROW WALL METHOD WITH
HEADER CONTINUOUS tj _d THREADED ROD FROM
FOUNDATION TO DOUBLE PLATE.
ACROSS RETURN WALLS 's DRAWN BY:
(4"MINIMUM EMBEDMENT REQUIRED)
(SEE DETAIL"A"ON SD-8) Ls DJM
`7 C4 NOTE: CHECKED BY:
U 1
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EACH EXTERIOR POST SHALL BE TREATED THREADED ROD FROM MJB-FSS
FOUNDATION TO UPPER 6 TITLE:
44 POST ON ABU44-Z POST BASE.STRAP
.E TIE-DOWN LAYOUT
FLOOR DOUBLE PLATE.
NOTE: POST TO EACH BEAM ABOVE WITH(1)H6-Z CLIP
(4�MINIMUM EMBEDMENT REQUIRED) FIRST FLOOR
"KT" = SCREW KIT REQUIRED WITH HTT5 OR(1)MSTA24-Z. Lt
2>
HOLDOWN AT NOTED LOCATIONS TYPICAL ALL POSTS-(U.O.N.) I SHEET:
TIE-DOWN LAYOUT-FIRST FLOOR SEE DETAIL 7"ON SHEET SD-7 HOLDOWN(AS NOTED)
INSTALLED AT SILL PLATE
S-8
, HLSBERG
GfNEERING, M.
11481 OLD ST.AUGUSTINE PD.,SUITE#202
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JACKSONVILLE, L:. 2 58
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OFFICE COPY
b
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STRAP WALL TO BEAM BELOW WITH 0 (BUCKY DAVIS)
CS16 STRAPS @ 32"O.C.-STRAP STUDS TO PROJECT:
DOUBLE PLATE WITH SSP.@ 32"O.C. TUPELO SPEC HOUSE
t
39 PARADISE PRESERVE
ICOUNTY
JOB NUMBER:
16-1413 DUVAL
SCALE:
Y811 (U.O.N.)
DETAIL"G"ON SHEET SD-�7 DO NOT SCALE THIS DRAWING
RELEASE DATE:
11-07-16
DETAIL"G"ON SHEET SD-7
END:
THREADED ROD LEG
Y8"THREADED ROD FROM
FOUNDATION TO DOUBLE PLATE.
(4-MINIMUM EMBEDMENT REQUIRED) DRAWN BY:
DJM
CHECKED BY:
THREADED ROD FROM 3� MJB-FSS
FOUNDATION TO UPPER 2 TITLE:
ll
FLOOR DOUBLE PLATE. TIE-DOWN LAYOUT
(4"MINIMUM EMBEDMENT REQUIRED)
SECONDFLOOR
SHEET:
0 HOLDOWN(AS NOTED) lw�
INSTALLED AT SILL PLATE
TIE-DOWN LAYOUT SECOND FLOOR S-9
BRICK VENEER WITH 1"AIRSPACE BRICK VENEER WITH 1"AIR ULSBERG
AND WALL TIES (1)#5 CONT. < HENGINEERING, INC.
SPACE AND WALL TIES 2
FILL JOINT WITH ELASTOMERIC SILL PLATE 11481 OLD ST.AUGUSTINE RD.,SUITE#202
CONT.FLASHING;PROVIDE WEEP HOLES 14"
C14
SILL PLATE JOINT FILLER JACKSONVILLE,FL.32258
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CONCRETE SLAB GRADE--\ CONCRETE SLAB ----FLORIDA CA NUMBER:25846
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SECTION-STEMWALL WITH 91
SECTION STEMWALL AT GARAGE
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ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS.
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61" &
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l'-8" TWO STORY-(3)#5 CONT.
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SECTION-PAD FOOTING AT PORCH STEMWALL SECTION-PAD FOOTING AT THICKENED EDGE OFFICE 4`0P
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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"AIR SPACE CLIENT:
AND WALL TIES SPRINGFIELD BUILDERS,LLC.
STHD14 STRAP NAILED TO (BUCKY DAVIS)
CONT.FLASHING;PROVIDE WEEP HOLES BRICK VENEER WITH 1"AIRSPACE CL GARAGE DOOR POST.
@ 33"O.C. AND WALL TIES PA51 STRAP NAILED TO GARAGE EMBED STRAP INTO FOOTING PROJECT:
GROUT AIRSPACE BELOW FLASHING TUPELO SPEC HOUSE
< DOOR POST.BEND STRAP INTO AS SHOWN.
< CONT FLASHING;PROVIDE WEEP Z U- FOOTING AS SHOWN. 39 PARADISE PRESERVE
E:1 (1)#5 CONT. 20
HOLES @ 33�O.C. 0 < z < JOB NUMBER: ICOUNTY
SILL PLATE
CN VAL
FILL JOINT WITH ELASTOMERIC 6"MIN. GROUT AIR SPACE BELOW FLASHING 16-14131 D
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JOINT FILLER w SCALE:
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HEIGHT OF CURB VARIES(8"MAX.) Z 0 Y811=1-4'(IJI.O.N.)
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9 CONCRETE SLAB z w DO NOT SCALE THIS DRAWING
AND BENT 12"MINIMUM INTO
CONCRETE SLAB THICKENED EDGE. < RELEASE DATE:
GRAD 711
'GRAD 11-07-16
�/x 11111 L I I GRADE
F REVISIONS:
8"CMU STEMWALL WITH(1)#4 48"O.C. <b Z_ L 4
;, �l ;,1 1
AND IN EACH CORNER.
71-1-A�pm r
X<GRAD-E
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X�
u�BLOCKS AND 6"INTO FOOTING. 14
V-5" ONE STORY-(1)t-S CONT. CHECKED BY:
6 MJB-FSS
11-91, TWO STORY-(3)#5 CONT. NOTE:
V-811 ONE STORY-(2)#5 CONT. 646r�� T REQUIR .8 TITLE:
REINFORCEMENT IS NOT REQUIR
l'-8" TWO STORY-(3)#5 CONT. FOUNDATION DETAILS
TO PASS THROUGH SLOTS IN STRAP.
SHEET 1 of 2
K—F DETAIL-PA51 INSTALLATION(STEMWALL) DETAIL-STHD14 INSTALLATION(MONOLITHI
SECTION-STEMWALL AT GARAGE WITH BRICK SEC FION-MONOLITHIC AT GARAGE WITH BRICK i SHEET:
D�-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
D�-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. SD-1
ENGINEER FOR ADDITIONAL REQUIREMENTS.
_ 7 SHOWER AREA (2)MSTAM36-Z STRAPS LSBERG
GE4EERES;G, INC.
MONOLITHIC FOOTING
SHOWER AREA ---- NAIL EACH STRAP TO CRIPPLE STUD
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FLORIJ C.Ali NUMBER:25846
FORM E -CONCRETE SLAB SCREWS INTO MASONRY OR E
PLAN VIEW
A'x 1 X"CONCRETE
PLAN VIEW
NEWS INTO CONCRETE.
CONCRETE SCREWS SHALL BE
%
"TAPPER"WITH PERMA-SEAL
POWERS
(1)#5 CONT. FINISH OR EQUAL.
GRAD
8"CMU STEMWALL WITH(1)#4 @ STRAP SHALL BE COVERED WITH,,'
4,
6"MIN. (1)#4 CONT.
48"O.C.AND IN EACH CORNER. SIDING OR STUCCO E
1)#4 CONT.
HEIGHT OF CURB VARIES SIL FILL CELL SOLID AT EACH#4 Ljj
SILL REBAR.H Z�w
c-4 PLAT HEIGHT OF CURB VARIES(8"MAX.) OOK REBAR 16"INTO NOTE: A
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PLATE FOR X i,
PORCH SLAB AND 6"INTO THIS DETAIL MAY BE SUBSTITUTED
4�p
P6'M\IN ,
N El I HER THE PA51 STRAP(STEMWALL)
FOOTING. FL
GRAD f*16
CONCRETE SLAB 6 OR E
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(2)#5 CONT. 6%1 Aw
11-811 THE STHD14 STRAP(MONOLITHIC). m
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FILL CELL SOLID AT EACH#4 REBAR.
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HOOK REBAR 12"INTO SLAB AND 6"INTO SD-2
ENGINEER FOR ADDITIONAL REQUIREMENTS.
6' FOOTING. it- .1 ONE STORY-(2)#5 CONT. NOTE:
V-8' ONE STORY-(2)#5 CONT. V-4" TWO STORY-(2)#b WN 1.
SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS)
1-8' TWO STORY-(3)#5 CONT. AS SOON AS THE CONCRETE HAS HARDENED ENOUGH
NOT TO BE DAMAGED DURING THE CUTTING PROCESS.
SECTION-STEMWALL AT E XATERI OR WALL SHOWER SECTICN-MONOLITHIC AT EXTERIOR WALL SHOWER (TYPICALLY 1-4 HOURS IN WARM WEATHER)
CONCRETE SLAB
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0
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T - I I ST M 0 LL ITIO T X t
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00
FILL CUT WITH 1"DEEP xY8"WIDE SAW
CUT AT DENOTED
ELASTOMERIC
LOCATIONS.
FILLER
1)#5 CONT.
GRAD X-y
x 8"CMU STEMWALL WITH(1)#4 @
CONCRETE SLAB CONCRETE SLAB
SILL 48"O.C.AND IN EACH CORNER.
PLATE FILL CELL SOLID AT EACH#4
AR.HOOK REBAR 16"INTO F7
0 4 4 4 PORCH SLAB AND 6"INTO r%FFICE COPY
10 0 fs
GRADE
FOOTING.
777
N/, 6 CONCRETE SLAB
11-811 (2)#5 CONT.
11-01, (1)#5 CONT. CLIENT:
1141 ONE STORY-(2��CONT. s
-8 SPRINGFIELD BUILDERS,LLC.
11-8m TWO STORY-(3)#5 CON 1. T SECTION TYPICAL SAW-CUT CONTROL JOINT
1. (BUCKY DAVIS)
t m SECTION PORCH STEMWALL WITH BRICK t
SD-2
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
rK ECTION-THICKENED EDGE PROJECT:
H SECTION-INTERIOR BEARING TUPELO SPEC HOUSE
ENGINEER FOR ADDITIONAL REQUIREMENTS.
2
SD-2
39 PARADISE PRESERVE
y:
JOB NUMBER: COUNT
DUVAL
SCALE:
TREATED POST
yll=V-0"(U.O.N.)
8
BEARING POST(AS NOTED) 2
ABU—POST BASE WITH E
DO NOT SCALE THIS DRAWING
CURB HEIGHT VARIES CONCRETE SLAB CONCRETE SLAB PAVERS BY OTHER GALV.ANCHOR EMBEDDED RELEASE DATE:
11-07-16
12"(SET-XP ADHESIVE) 12
SILL CONCRETE SLAB REVISIONS:
CURB HEIGHT VARIES .1E
PLATE .... ------
4-- uj
- U) 8"TALL,12"SQUARE GROUTED
F_
<
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CMU OR CAST-IN-PLACE CONCRET DRAWN BY:
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PEDESTAL ON 24"X 24"X 12"PAD w I
21
FOOTING WITH(2)#5 E CHECKED BY:
ACH WAY
MJB-FSS
REINFORCEMENT(AS NOTED) 8" (1)#4 CONT, 2�- TITLE:
(AS NOTED)
FOUNDATION DETAILS
T-4" ONE STORY-045 CONT.
SHEET 2 of 2
�FOO�TING_AT PAVERS
EARING STEPIDOWN
TWO 6TUKY ��L�-PAD
SHEET:
D FOOTING wf
SECTION BEARING STEPIDO SECTION INTERIOR BEARING PA -2
SD
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SD-2 �D
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ENGINEEMNG, INC.
ROOF COVERING(BY OTHERS) 2.
11481 OLD ST.AUGUS]�NE RD.,SUITE#202
ROOF TRUSSES JACKSONV)6�,FL.32258
P:904.886.241 V:904.260.4367
CORNICE DETAIL L5 w��.HulsjergEngineeringxom
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0
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0
Y8"0 THREADED ROD Y16"OR ly32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF N
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4
SIMPSON WO x 6 X"TITEN HD ROD COUPLER 2x No.2 SPF OR No.2 SYP ly32"RATED SHEATHING,EXPOSURE I-METAL ROOF
SIMPSON WO x 6"TITEN HD OR 3"x 2 X"RING SHANK
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FASTEN WITH 0.11 0
8 "O.C.ON EDGES AND INTERME
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THREADED ROD SET IN ADHESIVE
ENDNAILS AT TRUSS(U.O,N.)
MINIMUM 4"EMBEDMENT WITH NUT&1
WITH MINIMUM 4"EMBEDMENT
GYPSUM BOARD c1l)
WASHER
WITH NUT&1"WASHER
CONNECTOR AT EACH TRUSS Fl�i'P
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ON,PE
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GYPSUM BOARD -'LCOmWENTS:
THREADED ROD ASSEMBLY
Y16"RATED SHEATHING,EXPOSURE 1. Z
FASTEN WITH 0.131"x 2Y2"NAILS @ 6"O.C.ON 2
0
EDGES AND 12"O.C,ON INTERMEDIATE SUPPORTS.
(U.O.N.)(BLOCK ALL EDGES)
2x SPF#2 STUDS@ 16"O.C.-U.O.N.(SEE WALL LAYOUT)
NUT WITH 1"CUT WASHER
2x SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM
BOARD WITH 0.131"x 3 Y4'NAI LS @ 6'0.C.
ROOF COVERING(BY OTHE RS)
ROOF TRUSSES 2Y32.RATED STURD-I-FLOOR(T&G)SHEATHING
CORNICE DETAIL GLUED AND NAILED.FASTEN WITH 0.131 x 2 Y2"RING
(BY OTHERS) SHANK @ 6"O.C.ON EDGES AND 1Z-O.C.IN THE
< FIELD.
FLOOR JOIST(I-JOIST SHOWN,SAWN
JOIST SIMILAR-SEE SECTION"C"ON
SD-4 FOR OPEN WEB TRUSS) f
Yle 6�/32-RATED SHEATHING,EXPOSURE I-SHINGLE ROOF &
.a
ly3f RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF GYPSUM BOARD -8
1Y"RATED SHEATHING,EXPOSURE I-METAL ROOF RIM BOARD
2x No.2 SPF OR No.2 SYP 3:
FASTEN WITH 0.113"x 2 Y8"RING SHANK
SUBFASCIA WITH(2)0.131"x 3 X" NA LS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS. NAIL JOIST TO PLATE WITH(2)0.131"x 34'TOENAILS
ENDNAILS AT TRUSS(U.O.N.)
GY:)SUM BOARD (2)2x SYP#2 DOUBLE PLATE(U.O.N.) OFFICE COPY
CC�NECTOR AT EACH TRUSS
(SE E TRUSS CONNECTION SCHEDULE) TOENAIL RIM BOARD TO PLATE WITH CLIENT:
0.1 31"x 34-NAILS @ 8"O.C.
SPRINGFIELD BUILDERS,LLC.
(2)2x—SYP#2 DOUBLE PLATE(U.O.N.) APPLY SHEATHING HORIZONTALLY FOR STUCCO (BUCKY DAVIS)
PPLY SHEATH" THREADED COUPLING AS REQUIRED
APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1 PROJECT:
APPLY SHEATHING HORIZONTALLY FOR STUCCO GY PSUM BOARD 1 Lm
2 ATED SHEATHING MAY BE GYPSUM BOARD
10 S �X FrRATED OR 15/32"P TUPELO SPEC HOUSE
APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1 ST LL V i TIJ
IC T C Ti 2x. @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) INSTALLED VERTICALLY. U.O.N.(SEE WALL LAYOUT)
RATED OR 15/32"RATED SHEATHING MAY BE SPF#2 STUDS 2x_SPF#2 STUDS @ 16"O.C. 39 PARADISE PRESERVE
PPL
RATED==R
0 1
ST LL V TIC LL
INSTALLED VERTICALLY. JOBNUMBER: ..,4,3 JCOINTY:
Y16"RATED SHEATHING,EXPOSURE 1. DUVAL
XlE'RATED SHEATHING,EXPOSURE 1. 1
FASTEN WITH 0.131"x 24'NAILS @ 6"O.C.ON SCALE:
FASTEN WITH 0.131"x 24'NAILS @ 6"O.C.ON MEDIATE SUPPORTS.
TE SUPPORTS. EDGES AND 12"O.C.ON INTER 811 (U.O.N.)
EC GES AND 12"O.C.ON INTERMEDIA NOTE: U.O.N.)(BLOCK ALL EDGES)
<
DO NOT SCALE THIS DRAWING
NOTE: (U O.N.)(BLOCK ALL EDGES) SILL PLATES ON EXTERIOR WALLS
SILL PLATES ON EXTERIOR WALLS SHALL BE ANCHORED BY THREADED RELEASE DATE:
I
SHALL BE ANCHORED BY THREADED TF READED ROD ASSEMBLY AT RODS SUPPLEMENTED BY ADDITIONAL THREADED ROD ASSEMBLY AT
1 -11-07-16
R SUPPL
ODS SUPPLEMENTED BY ADDITIONAL NOTED SPACING(SEE DETAIL"C" ANCHOR BOLTS AS REQUIRED TO NOTED SPACING(SEE DETAIL' f�E_VISIONS
0 BOLT
FANCH R LTS AS REQUIRED T T�[IS SHEET) MAINTAIN MAXIMUM 48'O.C.SPACING THIS SHEET)
MAINTAIN MAXIMUM 48"O.C.SPAC (U.O.N.)
(I.I.O.N.) 2y TREATED SYP#2 SILL PLATE WITH ANCHORS 2x TREATED SYP#2 SILL PLATE WITH ANCHORS
FOR STUCCO
(S:_E DETAIL"C"THIS SHEET) APPLICATIONS (SEE DETAIL"C"THIS SHEET) DRAWN BY: DJM
INSET WALLY2"FOR STUCCO LS
INSET WALLY2'
APPLICATIONS CHECKED BY:
9 MJB-FSS
SEE FOUNDATION DETAILS
TITLE:
S
:E FOUNDATION DETAILS FRAMING DETAILS
SHEET I of 3
(7� SECTION-TYPICAL EXTERIOR TWO STORY WALL t�
SHEET:
A SECTION-TYPICAL EXTERIOR ONE STORY WALL
SD-3 SD-3
---SILL PLATE(BELOW) LSBERG
///-2x—CORNER FRAMING FULL GfNEERING, INC.
HEIGHT STUDS(TYPICAL)
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
(2)ROWS OF 0.131"x 3 X"
"O.C. P:904.886.2401 F:904,260.4367
NAILS @ 12
2x SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND 21 www.Hulsbe ngineering.com
STAGGERED(TYPICAL) 2414
BOARD WITH 0.131"x 3Y�-NAILS @ 6"O.C. -��ORIDA C.A.NUMBER:25846
BAND BOARD
0
m
2A OR W FRAMED WALL
sg
SILL PLATE(BELOW)
2x4 CORNER FRAMING FULL HEIGHT STUDS
OPEN WEB TRUSS MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED
WITH(4)0.131"x 3 Y4'NAILS TO EACH ADJACENT Lu
S FROM BAND BOARD STUD
0
SHEATHING CONTiNUOU
TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH ALTERNATE:INSTALL SOLID STUD IN THIS
EDGE NAILING REQUIREMENTS OF UPPER WALL
SPACE
'FL
#,404mosoo it 6
TOENAIL TRUSS TO PLATE WITH 2x4 CORNER FRAMING FULL HEIGHT STUD
PE
111.1c
4"NAILS
(2)0.131 x 3Y (2)ROWS OF 0.131"x 3 fill 791
DOUBLE PLATE(U.O.N.) NAILS @ 12"O.C. OOMMEwrs:
2A FRAMED WALL
(7-� SECTION-TYPICAL FRAMING AT 900 CORNERS
DF
�c SECTION-TYPICAL OPEN WEB FLOOR TRUSS �-4
D-4
D�-4
NAIL SCAB TO TOP CHORD WITH
(4)0.131'x 3 X"NAILS ROOF OR FLOOR FRAMING(AS NOTED
ADD 2x4 VERTICAL SCAB IN EACH CONNECTOR IF NOTED
TRUSS IF NO WEB IS PRESENT (SEE CONNECTION SCHEDULE)
0.131"04' NAILSTYPICALAT zzz 2
UPLIFT CONNECTOR(AS NOTED) &CH TRUSS
2x4 SPF BLOCKING-NAIL WITH(2) 2x4 X-BRACE ACROSS LENGTH OF i LL
SHEARWALL
0.131'x 3X4-NAILS AT EACH END
(END NAIL OR TOENAIL)
---NAIL SCAB TO PLATE WITH(3)
0.131"x3X"TOENAILS GYPSUM BOARD
\—TRUSS(AS NOTED)
2x4 BLOCKING BETWEEN TRUSSES (2)2x SYP#2 DOUBLE PLATE(U.O.N.)
TRUSS BOTTOM CHORD
TOENAILED TO DOUBLE PLATE WITH
ICE COPY
tiFF-
NAIL PORCH SHEATHING AS NOTED 0.131"x 3 Y4"NAILS @ 4"O.C.
2x SPF#2 STUDS @ 16"O.C.-U.O.N.
EXTERIOR FRAMED WALL DOUBLE PLATE (SEE WALL LAYOUT)
MINIMUM Z16"RATED SHEATHING,
EXPOSURE I FASTEN AS NOTED CLIENT:
ON WALL LAYOUT(BLOCK ALL EDGES) SPRINGFIELD BUILDERS,LLC.
t
0 TRUSS TION-INTERIOR SHEARWALL PERPENDICULAR TO TRUSS (BUCO DAVIS)
D SECTION-EXTERIOR WALL PERPENDICULAR T qG SE GYPSUM BOARD PROJECT:
SD-4 SECTION ONLY APPLIES WHEN REFERENCED
THREADED ROD ASSEMBLY(IF NOTED) TUPELO SPEC HOUSE
SD-4 2
INTERIOR SHEARWALL(IF NOTED)SHALL—"'� 0 39 PARADISE PRESERVE
USE Y16"RATED SHEATHING FASTENED JOB NUMBER: COUNTY
mim I r)UVAl
0 AS NOTED.
NAIL EACH END OF BLOCKING T SCALE:
l'-O"(U.O.N.)
BOTTOM CHORDS WITH(3)0.131"x 3 X" X81v
TRUSS(AS NOTED) /—INSTALL 2x4 BLOCKING BETWEEN 2x TREATED SYP#2 SILL PLATE WITH
"C"ON SHEET SD-3) DO NOT SCALE THIS DRAWING
TRUSS BOTTOM CHORDS @ 12"O.C. ANCHOR(SEE DETAIL RELEASE DATE:
R-NAIL TO TOP PLATE WITH
2x4 SPF NAILE 11-07-16
"x 3 X"NAILS @ 6"O.C. BOTTOM CHORD OF TRUSS
2x SPF#2 SOLE PLATE
0.131 REVISIONS:
NAIL EACH BLOCK TO DOUBLE PLATE WITH(3) WITH 0.131"x 34'NAILS
@ 8"O.C.-U.O.N.
0.131"x 3 X"NAILS —7
DRAWN BY:
u DJM
qmmi v mr:mnT
Z
NAIL PORCH SHEATHING AS NOTED DOUBLE PLATE FLOOR BEAM(AS NOTED)
CHECKED BY:
\\\�EXTERIOR FRAMED WALL MINIMUM X16"RATED SHEATHING, MJB-FSS
EXPOSURE I FASTEN AS NOTED RAISED FLOOR CONDITION TITLE:
SLAB ON GRADE CONDITION NG DETAILS
FRAMI
ON WALL LAYOUT(BLOCK ALL EDGES)
SHEET 2 of 3
F
SECTION-TYPICAL INTERIOR BEARING AND/OR SHEARWALL 21
E SECTION-EXTERIOR WALL PARALLEL TO TRUSS QLE NT-IN ERI R 11EAR A A E TRUSS I SHEET:
LL L TO
LL P
'T'O T W
SD-4
THIS SEC ION ONLY APPLIES WHEN REONCED SD-4
TYPICAL HEADER TO KING STUD CONNECTION(SEE TABLE) (2)2x—SYP#2 DOUBLE
(TYPICAL DOUBLE PLATE SPLICE) PLATE(U.O.N.)NAIL
JOINT IN LOWER PLATE- 48"MINIMUM SPLICE LENGTH JOINT IN UPF ER PLATE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER PLATES WITH 0.131"x 3" ULSBERG
MINIMUM NAILING OF WITH 0.131"x 34'NAILS @ 6"O.C,STAGGERED
(16)0.131"x 3"NAILS IN THIS ZONE. THREADED F OD ASSEMBLY CENTERED (TYPICAL) TYPICAL STUD TO NAILS @ 8"O.C. STUD TO PLATE NAILING HENGINEERING, INC.
ON SPLICE Ir PLATE OR THREADED ROD DOUBLE PLATE STAGGERED 11481 OLD ST.AUGUSTINE RD.,SUITE#202
61
STUD SIZE END NAIL TOENAIL JACKSONVILLE,FL.32258
8"MAX. 6"MAX. ASSEMBLY WITHIN 12"ON EACH SIDE OF JACK STUD AND KING CONNECTION TYPICAL FRAMING
JOINT. STUD REQUIREMENTS
6"MAX. —AT CHANGE IN P:904.8M.2401 F:904.260.4367
rl (SEE WALL LAYOU 2x4 (2) (3) www.Hulsbe�gEngineering.com
AL a AL PLATE HEIGHT
x (3) (4) E
CENTERED ON
.2
1.
CHANGE IN 2x8 (4) (5) �t%m%ifillill
PLATE HEIGHT I
THREADED ROD ASSEMBLY WITHIN 011% sk p\13 Ally
2xlo 0
6"OF SPLICE IN LOWER PLATE yv %
ALTERNATE:IF ROD IS GREATER 2x4 BLOCKING BETWEEN (5) ps 0 S� ft,
Nl
CH PLATE TO JACK STUD STUDS TOENAIL *4
THAN 6"FROM SPLICE-ADD NAIL EA'' ALL NAI LS NOTED ARE 0.1 31/y 3/4"
ITH(3 0.131"x 3Y4"NAILS-TOENAIL OR ENDNAIL EACH END
SSP AT SPLICE.
IL(TYP
REND A ... TO ADJACENT
I--i foci
STUD WITH(3)0.131"x 3.y4" A
= u
NAILS UJ
4.Lj
/f
2x SPF#2 STUDS HEADER TO KING NAILING%
@ 16"O.C.(U.O.N.)
(SEE WALL LAYOUT) 2x6 (3)NAILS PER PL S co
%lP E
--DOUBLE S WHERE OPENING 2x8 (4)NAILS PER PLY F91
WIDTH EXCEEDS N.)
THREADED ROD 2xlO (5)NAILS PER PLY
ASSEMBLY AT
NOTED SPACING
2xl2 (6)NAILS PER PLY..
JOINT IN SILL PLATE
2x—TREATED 9Y2"OR 9
4
SYP SILL PLATE
LVL (5)NAILS PER PLY
I Hill 11 ...11 1 I\ III a -0
if If
If If 11 OR 11
11 u 4
If
u u UNL' u u If u u If E
C
W HIN /a/ CC
T
TE
ATER
D
C CO
0
If
LVL (6)NAILS PER PLY
u If
4"MIN.; ANCHOR AS REQUIRED TYPICAL STUD TO SILL PLATE
YTHREADED ROD ASSEMBLY (SEE DETAIL"C"ON SHEET SD-3) CONNECTION 14"LVL (7)NAILS PER PLY
12"MAX.
(BEYOND)
BUILT-UP CORNER POST ANCHOR COUPLED TO THREADED ROD BUILT-UP POST'(WHEN NOTED ON WALL LAYOUT)
16"LVL (8)NAILS PER PLY
(SEE DETAIL"C"ON SHEET SD-3) NAIL EACH PLY WITH 0.131"x 3Y4"
NAILS @ 6"O.C.STAGGERED
DETAIL-TYPICAL WALL FRAMING CONDITIONS
12"MAX.
—INSTALL MSTA24 STRAP uFFICE
T
INSTALL DSP CLIP 32"O.C. LOOPED OVER DOUBLE
PLATE.NAIL TO CRIPPLE ON
nil
MAXIMUM SPACING (U.O.N.) EACH SIDE WITH(6;)
CLIENT:
.131"x 1 XY NAILS. SPRINGFIELD BUILDERS,LLC.
DOUBLE PLATE (BUCKY DAVIS)
JACKS AND KING STUDS STRAP CRIPPLE
PROJECT:
TO HEADER WITH
(AS NOTED) LSTA18 STRAP TUPELO SPEC HOUSE
-------HEADER(AS NOTED)
< 39 PARADISE PRESERVE
,,------2x BLOCKING(TYPICAL) JOB NUMBER: ,.,4,3 lCOUNTY:
DUVAL
---------------------- -----------------------
3)0.131"x 3Y4"TOENAILS AT EACH END -_�:-::7-:::::�� SCALE:
Ty� --- -i T7--- 7�__ _F---T_ 7 T1 T-T 71---- _T F_ yll
ICAL THREADED THREADED 8 = l'-O"(U.O.N.)
AIL EA&SILL PLY TO KING STUD ROD ASSEMBLY ROD ASSEMBLY E
DO NOT SCALE THIS DRAWING
WITH(3)0.131"x 3 X"NAILS TOENAIL
RELEASE DATE:
OR ENDNAIL(TYPICAL) NOTE: NOTE:
! - I i I i I I i I I �I I I i I I - I - 11-07-16
THREADED ROD ASSEMBLY THREADED ROD ASSEMBLY REVISIONS:
"All CHECKED BY:
BEVEL BLOCKING AS REQUIRED FOR MIP IMUM 1 1 1 1
NOT REQUIRED AT GARAGE NOT REQUIRED AT GARAGE
qG
Y2"NAIL PENETRATION INTO MAIN FRAMI DOOR OPENINGS(I.I.O.N.) DOOR OPENINGS(U.O.N.)
MEMBERS.(TYPICAL) 4
if
(2)2x—SILL .'s DRAWN BY:
Ls DJM
u
SHEATHING MAY CANTILEVER UP TO 2" ANCHOR AS REQUIREuD LL__�ANCHOR AS REQUIREuD MJB-FSS
MAXIMUM PAST SUPPORTS.ALL WINDOW
FLUSH HEADER CONDITION DROPPED HEADER CONDITION TITLE:
ATTACHMENTS MUST BE ANCHORED INTO 2x— T FRAMING DETAILS
MEMBERS.
SHEET 3 of 3
DETAIL TYPICAL ARCH TOP OPENING (`N--� DETAIL DOUBLE PLATE STRAPPING OVER WIDE OPENINGS
SHEET:
THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED
�SD-5
END VERTICAL BRACING REQUIREMENTS --LAST TRUSS IN ROW REQUIRING BRACING
—NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS ULSBERG
BRITTLE FINISH FLEXIBLE FINISH __2x4 BLOCKING-TOENAIL OR ENDNAIL RATED ROOF SHEATHING HENGINEEFJNG, INC.
/// EACH END TO ADJACENT TRUSS WITH —
BRACING 16"O.C. 24"O.C. 16"O.C. 24"O.C. 11481 OLD ST.AUGUSTINE RD.,SUITE#202
(3)NAILS JACKSONVILLE,FL.32258
NONE REQUIRED 0"TO 53' ---NAIL DIAGONAL BRACE TO INTERMEDIATE P.-9'N.886.2401 F:9A4.2
0"TO 47" 0"TO 67" 60.4367
0"TO 59" < Lu
ROOF SHEATHING x WEBS WITH(2)NAILS wvvw.HulsbergEn�neering.com
2x4 L-BRACE 54"TO 114" 48"TO 99" 68"TO 145" 60"TO 126" 00 2x4 SPF No.2 DIAGONAL BRACE FLORIDA C.A.��MBER:25846
E
2x6 L-BRACE 115"TO 182" 146"TO 232" x 7 ROOF TRUSS(BY OTHERS)WITH (TYPICAL AT EACH END OF
100"TO 158' 127"TO 201"
BRACE(IF REQUIRED) CONTINUOUS LATERAL BRACING)
NOTE:
TO REPLACE(1)ROW OF LATERAL BRACING NAIL DIAGONAL BRACE TO TRUSS
%It%
BRITTLE FINISHES ARE STUCCC OR ADHERED VENEER
INSTALL 2x4 No.2 SYP T-BRACE NAILED TO
FLEXIBLE FINISHES ARE WOOD SIDING,HARDI-PANEL, WEB WITH(3)NAILS
EACH PLY OF TRUSS WEB AT 6"O.C.WITH
BRICK VENEER,ETC. > i CONTINUOUS LATERAL BRACE(QUANTITY
__j —RATED ROOF SHEATHING
0.131"x 3"NAILS TO REPLACE(2)ROWS OF
< AND LOCATION DEFINED BY TRUSS SHOP
2x L-BRACE NAILED TO LATERALBRACING INSTALL 2x6 No.2 SYP N
> DRAWING.)
a
<
VERTICAL WEB WITH T-BRACE NAILED TO EACH PLY OF TRUSS
IN/
L--- WEB WITH 0.131"x 3"NAILS 6"O.C. NAIL CONTINUOUS LATERAL BRACE To cr
0.131"x 3"NAILS @ 6"O.C. ----- --------
(D EACH TRUSS WEB WITH(2)NAILS
Lu Lu
—VERTICAL WEB IN GABLE
ROOF TRUSSES(BY OTHERS)
END TRUSS
< .0
NOTES:
2x—LOOKOUTS AT 48"O.C. 1�0
(3)TRUSSES MINIMUM *.ATL A0
1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 Z_
Ix uur�v"'0 4
I� 1 NOTE:
> FOR CONTINUqpS LATERAL BR�CE
1 R 24"O.C. No.3 SYP OR 2x4 No.2 SPF OR BETTER(I.I.O.N.) c W, .,,wkES s 04r"oo
n T-BRACING TO BE USED WHEN CONTINUOUS r
z
Lu SPACING(SEE TA)BLE) LATERAL BRACING IS IMPRACTICAL.
2) ALL NAILS SHOWN SHALL BE 0.131"x 3"NAILS
(I.I.O.N.)
rB SECTION-TYPICAL T-BRACE DETAIL-TYPICAL LATERAL TRUSS BRACING
rc
rA DETAIL-TYPICAL VERTICAL BRACING AT GABLE END
2x4 SYP BLOCKING BETWEEN (3,)0.131'x 3 Y4'TOENAILS
H2,5A AT EACH LOOKOUT NAIL BRACE TO BLOCKING WITH(5)0.13Vx 3Y4"NAILS AT EACH LOOKOUT TO NUT&3"x 3"xY4"WASHER
LOOKOUTS
2x4 LOOKOUTS @ 48"O.C.FOR TOP CHORD OF TRUSS. (SEE THREADED ROD ASSEMBLY DETAILS.)
EXTERIOR SHEATHING SHALL 2x6 BLOCKING BETWEEN TRUSSES WITH
BE NAILED TO BOTTOM CHORD OVERHANG 2x4 BLOCKING 12"LONG2x SCAB(MATCH BOTTOM CHORD)WITH XY Z5
ROOF SHEATHING(AS NOTED) (3)0.131"x 3 X"NAILS EACH END REQUIRED BETWEEN SPACERS-ffA_IL wl(3)0.131"x 3"NAILS
OF TRUSS WITH
LOOKOUTS
0.131"x 2 1/2"NAILS @ 6"O.C. ROOF SHEATHING(AS NOTED)
(I.I.O.N.ON WALL LAYOUT) BOTTOM CHORD OF GABLE END TRUSS
X_
BALLOON FRAMED STUDS
THREADED ROD ASSEMBLY
(AS NOTED)
SINGLE PLATE NAIL TO TRUSS Z/FASCIA(BY OTHERS) F
SECTION A-A 2x4 LOOKOUTS @ 48"O.C.
2x4 LOOKOUTS @ 48"O.C.
BOTTO�I CHORDWITH 0.131 x 3 X FOR OVERHANG
NAILS 6-O.C.
H3 CLIP OR EQUAL AT EACH H3 OR EQUAL AT
LOOKOUT EACH LOOKOUT OFFICE COPY
GABLE END TRUSS(DROP GABLE),
ROOF SHEATHING(AS NOTED)
T
2x6 BRACE SPACED @ 48"O.C. CLIENT:
UNLESS OTHERWISE NOTED TOP CHORD OF GABLE END SPRINGFIELD BUILDERS,LLC.
rD DETAIL-BALLOON FRAMED GABLE END(LOW CEILING VAULT) ON ROOF LAYOUT. TRUSS
(BUCKY DAVIS)
INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN Y2 OF EXTERIOR ROOF PITCH ADD 2x4 T-BRACE NAILED @ 6"O.C. VERTICAL WEB OF GABLE ENC PROJECT:
WITH 0.131"x 2 Y2'NAILS IF BRACE TRUSS TUPELO SPEC HOUSE
H2.5A AT EACH LOOKOUT
LENGTH EXCEEDS 9'-0'.
2x4 LOOK OUTS @ 48"O.C.FOR N 39 PARADISE PRESERVE
UT&3"x 3"x/114"WASHER
115 JOBINIUMBER: ..1413 ICOUNTY:
OVERHAqG
DUVAL
A
ROOF SF EATHING(AS NOTEI LSTA12,LTP4,OR SDWC 15600 3: SCALE: Xf
D) 12"LONG SCAB .2 8 =l'-O"(U.O.N.)
@ 48-O.C. (MATCH BOTTOM CHORD) _0E
E
LOOKOUTS R DO NOT SCALE THIS DRAWING
WITH XY SPACERS 42
2x4 SYP BLOCKING BETWEEN SEE DETAIL"G"ON SD-6 RELEASE DATE:
--BALLOOt FRAMED STUDS
11-07-16
WHERE THREADED RODS
(AS NOT[D) REVISIONS:
ARE SPECIFIED.
GBC CLIP-(2)REQUIRED AT EACH BRACE BOTTOM CHORD OF GABLE
DOUBLE :LATE
END TRUSS
INTERIOR VAULT TOENAIL BOTTOM CHORD OF —GYPSUM BOARD CEILING
TRUSS TO DOUBLE PLATE WITH
EXTERIOR SHEATHING SHALL BE (2)2x—DOUBLE PLATE DRAWN BY: DJM
NAILED TO UPPER PLY OF 0.131"x 34'NAILS @ 8"O.C.
THREADED ROD ASSEMBLY CHECKED BY:
DOUBLE PLATE WITH 2x4 DRYWALL BACKING INSTALLED NOTE: :15 MJB-FSS
ALL MEMBERS SHALL BE#2 SYP. 2x STUDS
0.131"xM'NAILS @6"O.C. CONTINUOUSLY BETWEEN BRACES 8 TITLE:
(U.O.N.CN WALL LAYOUT) TRUSS BRACING AND
GABLE DETAILS
LE
P,
DETAIL-BALLOON FRAMED GABLE END CEILING VAULT) SECTION-GABLE END DIAGONAL BRACING SECTION-PLATFORM FRAMED GABLE END SHEET:
INTERIOR CEILING PITCH EXCEEDS X2 OF EXTERIOR ROOF PITCH THREADED ROD NOT SHOWN FOR CLARITY -6
SD
INSTALL SPH-CLIPS AT 32"O.C.AT DOUBLE ULSBERG
NOTE: PLATE HENGINEEFJNG, INC.
ATTACH DOUBLE PLATE TO STUD PER 11481 OLD
ALTERNATE:MSTA24 STRAP LOOPED OVER ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
DETAIL"G"ON SD-7
DOUBLE PLATE NAILED WITH(6)10d x 1 Y2"NAILS P:904.886.240�Pi 904.260.4367
L5
EXTERIOR BEAM(AS NOTED) INTO EACH SIDE OF STUD 0 w.HulsberjEnoineering.com
UPPER LEVEL STUD -9
UPPER LEVEL STUD FL RIDA C.4.NOMBER:25846
DOUBLE PLATE E
CS16 STRAP(CUT TO LENGTH)FROM UPPER CS16 STRAP(CUT TO LENGTH)FROM UPPER
STUD TO BEAM BELOW @ 32"O.C.(U.O.N.).
NOTCH BEAM AS REQUIRED TO STUD TO HEADER BELOW @ 32"O.C.(I.I.O.N.).
NAIL INTO UPPER STUD WITH(11)10d AND NAIL
0
FIT BENEATH DOUBLE PLATE NAIL INTO UPPER STUD WITH(11)10d AND NAIL
INTO BEAM WITH(11)10d NAILS.
INTO HEADER WITH(11)1 Od NAILS.
01)0; '-� vv %
BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE BEAM BEARS ON(2)2x JACKS 'k
(TYPICAL-U.O.N.) BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE
BEGIN NAILING 1"MINIMUM BELOW TOP OF NAILING NOT REQUIRED BETWEEN UPPER SILL
BEAM
CONDITION: 1 PLATE AND LOWER DOUBLE PLATE.
(NOTCHED BEAM) L 6: V40
a : LU
BEAM(AS NOTED) a "
FLOOR SYSTEM(AS NOTED) 0 a W
BEGIN NAILING 1"MINIMUM BELOW DOUBLE
�A DETAIL-UPPER LEVEL STUD OVER BEAM PLATE
2 ?
THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED
DOUBLE PLATE 71-
70MMIK
NAIL SHEATHING TO DOUBLE PLATE WITH
�2)ROWS OF 0.131"x 2/2"NAILS @ 6"O.C. LOWER LEVEL HEADER(AS NOTED)
MONOLITHIC FOUNDATION-EXTERIOR AIL SHEATHING ALONG BOTTOM OF HEADER 3"O.C.
X8'x 6"TITEN HD 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 X2"INTO ADHESIVE SPH-@ 32"O.C. DETAIL-CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW
G
EXTERIOR BEAM(AS NOTED)
STEMWALL FOUNDATION-EXTERIOR �-7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED
DOUBLE PLATE
X2"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.) MetalConne r Fastening Schedule
USE MONOLITHIC CONDITION Sim sonlD USP ID Uplift Capacity Me) stenere Anchorage(U.O.N.)
n/a
CONDITION: 2 A35 MPAI n7a (12)0.131'xi'N
ABU44-Z PAU44-tZ 2200(SYP) x 3Y2' 5W vd 7'embed
(DROPPED BEAM) 2300(SYP) (l2)0.lfl2'x2'/-;'or( 0.1(52'x3%' 5/8"Yd 7embed
ABUSS-Z PAUSS-TZ ------------ .........1-?i------------------ ------------- ----------------------------------
..R-S-I-50 1705(SYP or SPF) (11)0.148'x Win each end-(22)total n/a
DSP RSPT6-2 775(SYP or 5 F F) studs n1a
rB DETAIL-TYPICAL DTT2-Z INSTALLATION KE DETAIL-EXTERIOR BEAM TO WALL CONNECTION (6)0.148'x 1 I/V Into double plate bed(stem)
DTT2Z DTB-TZ 2145(SYP)1835(SPF) (8)Y4'X1'/2'SDS M."vW 4A"embed(mono)and 7ern
(USP DTB-TZ SIMILAR) ��D-7 GBC HC520 n1a (5)0,131"x I%into gable brace n1a.
(7)0.131'x 21/,.*into double plate
H2.5A n1a:use RT7 600(SYP) (5)0.131 x 21/.'in sac -QUI!2!al n1a
�221_(16)lot
H2.5T n1a:use RT7 545(SYP orSPF) (5)0,131 x IAin each end a[ n/a
MONOLITHIC FOUNDATION EXTERIOR H3 RT3A 455(SYP) (4)0.131 x 21%"in each end-(8)total n1a
--............... ----------
----------- -nia
iii50(SY0i
X2"x 12"TITEN HD SCREW ANCHOR ALTERNATE ANCHOR: He 745(SYP) (5)0.148-x I-Win each end-(19)total n1a
H8 RT3A '0)%'x 3*SDS 71W vd 15"embed(SET-XP epoxy only) r%Opy
& OFFICE C
or Y8"THREADED ROD SET 7"INTO ADHESIVE Y2"x 6"TITEN HD HOOS n1s:use UPHD8 7630(SYP)505(SPF (2 (mono)and 1Z'embed(stem)
HDU6 PHD6 5646(SYP)4065(SPF) (14)Y.'x 21/2"SDS SW vdr embed
77\7 /-EXTERIOR BEAM (MECHANICALLY GALVANIZED)
HDU8 PHDO 6970(SYP)5020(SPF) (20)%'x 3'SDS 719"vvl 15"embed(SET-V epoxy only)
STEMWALL FOUNDATION-EXTERIOR 4"embed
(AS NOTED) WITH 2"xY8"WASHER HTA1 6 1810(SYP) x 1'/;'
_jjaO.148 - ------- -----------
- -------------
------------ ------------------------
HM�-�T§��--orHTS'30--HTW2'0,--H-TW'24-orHTW30 14WSYP)1245(SPF) (10)0.148"x 3*in each end-(20)totat n1a
THREADED ROD SET 12"INTO ADHESIVE H6 CLIP FROM n/a
HTSMIS or HTSM20 HTWM16 or HIWM20 1175(SYP) (8)0.148'x3'intowoo.d CLIENT:
(4)Wx 2Y."Titen into CMU
POST TO BEAM
INTERIOR APPLICATIONS- (4)%"x 1%'Titen Into concrete SPRINGFIELD BUILDERS,LLC.
IF EDGE DISTANCE EXCEEDS 5"USE LAP BEAM PLIES AND HTT4 HTr4 4236(SVP-)3640(SPF) (18)0.162'x 21W 5M"vd 7*embe nbed(stem) BUCKY DAVIS)
HTr5 HTT3 5OWSYP)4375(SPF) (26)0.162'x 21/,"--- 5/8"md 7'embed(mono)and 12".embed(stem) �9
NAIL AS SHOWN-(5) (12)0.131*x 1W n1a .9
r a I X2 x 12"TITEN HD SCREW ANCHOR LTP4 MP4F nia :t PROJECT:
LSTAIS LSTA18 1235(SYP)1110(SPF) (7)0,148'X Y in ea:5'i nta
or Y8"x 8"TITEN HD SCREW ANCHOR 0.131"x 34'NAILS PER PLY LTWI 2 3'in each end-(12)total n1a
LTS12 775(SYP)885(SPF) (6)0.148'x TUPELO SPEC HOUSE
--�6�6.ur-�win'each-e,nd----(-I*B,)to-tal, R-1-4
---------- ---------
kstki4 -------- IiStAu-
or THREADED ROD SET 6"INTO ADHESIVE PT POST(AS NOTED) MSTAM24 M5TAM24 1500(SYP or SPF) (9)0.148'x Yinto wood n/a
39 PARADISE PRESERVE
(5)W x 2%'riten into CM U
(5)%'x II/Vriten into concrete JOB NUMBER: COUNTY:
DETAIL-TYPICAL HTT5 INSTALLATION H6 CLIP FROM POST MSTA30 MSTA30 D'x 3'in each end-(22)total n1a 16-14131 DUVAII
TO BEAM 2OWSYP or__S_P.F U.14Fx 3in-each end-(28)total n1a ---------- SCALE:
-----------------------------
(LISP PHD5 SIMILAR) PT POST(AS NOTED) MSTA36 MSTA36 YP or SPF) (13)0.148'x Winto Ymod 72 2 1 1-011(U.0.N.)
(8)Y.'x 2%"Titen Into CMU 8
E
EXTERIOR BEAM ABU POST BASE E
(8)Y4x 11/4"Titen into concrete DO NOT SCALE THIS DRAWING
(AS NOTED) (AS NOTED) I OOO(SYP)860(SP F) (7)0.148"x 3'in each end-(14)total
n1a .4
MONOLITHIC FOUNDATION-EXTERIOR MTS 12 or MTS 20 MTW12 or MTW20 - - RELEASE DATE:
MTS M1 6 or MTSM20 HTVVM16 or HTWM20 860(SYP) (7)0.1481 x 3*into vwood n1a .1
11-07-16
X8"THREADED ROD SET 15"INTO ADHESIVE Y8"THREADED ROD (4)!/4'x 2%"Titen into CMU
PLAN VIEW AT TOP OF POST -0.
WITH NUT SET IN (4)%'x 1M."riten into concrete �EVISIONS:
0 PA5`1 TASI 2940(SYP or SPF) (14)0.162*x 2Y.'or(14)0.162'x 31/2" Combed
STEMWALL FOUNDATION-EXTERIOR ADHESIVE SPH4 or SPH6 SPTH4 or SPTHS 680(SYP)585(SPF) (12)0.148"x I W ----------------------- n/a
48'x 1%'into studs
THREADED ROD SET 15"INTO ADHESIVE (7"EMBEDMENT) --- ------ -o-rS,,P-F-
(3)0.148'x I Winto double plate
7
STHD14 �4210(SYP or SPF) r3b)0.148-x 3 h4'embed a, DRAWN BY:
INTERIOR APPLICATIONS- Notes: L� DJM
IF EDGE DISTANCE EXCEEDS 5"USE 4 1.All connectors are manufactured try Simpson Strong-Tie or USP Structural Connectors(I.I.O.N.) CHECKED BY:
1z' MJB-FSS
XV THREADED ROD SET 8"INTO ADHESIVE 2.SYP=Southern Pine;SPF=Spruce-Pine-Fir TITLE:
Li 3.Mono-monolithic concrete;stem masonry sternvall or bond beam
t METAL CONNECTOR
,4.Anchlage refers to threaded anchors with noted diameters and embedment depths
SIDE VIEW AT BASE OF POST DETAILS
SHEET:
D
DETAIL-TYPICAL HDU8 INSTALLATION ETAIL-TYPICAL CONNECTIONS AT EXTERIOR POST
��-7 (USP PHD6 SIMILAR) SD-7
LSBERG
GINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
DOUBLE PLATE P:904,886.2401 F:904.260.4367
w".�IulsbergEngineering.com
FL410A C.A.NUMBER:25846
SIMPSON
a 0
4
HEADER(AS NOTED)MAY BE RAISED TO BOTTOM
2x4 REQUIRED AT
" %'ti -1
OF DOUBLE PLATE-MINIMUM(3
14 TOP OF OPENING WITH RAISED HEADER.
/9 CC
Lu
11-0
Y
FASTEN SHEATHING TO HEADER--//
IN 3"GRID PATTERN AND FASTEN 0 0 (2)MSTA30 STRAPS
'O.C. 0 NOTE:SHEATHING ONLY SHOWN FOR
SHEATHING TO ALL FRAMING @ 3
USE 0.131"x 2X2"NAILS AT ALL LOCATIONS(U.O.N.) NARROW WALL SECTION.
REMAINING SHEATHING NOT
SHOWN FOR CLARITY.
FASTEN PLATE TO HEADER
0 0
MINIMUM(3)STUDS
w/(2)ROWS OF 0.131 x 3 X"@ 3"0 C
0 0
0
0
MINIMUM(3)STUDS
0
0 0 0 a
0 0 0 0
0 0 0
0 0 0
MINIMUM
16 0 91
0
RATED SHEATHING
0 0 0
0
NAIL BLOCKING TOGETHER
w/(3)EVENLY SPACED ry
10"FFICE CO
a 0
0.131"x 3)/4"
0 0 0
STHD14 EMBEDDED STRAP 0 0 0 9 CLIENT:
(OR HTT5 IF NOTED) 0 0 SPRINGFIELD BUILDERS,LLC.
0 0 (BUCO DAVIS)
PROJECT:
0
STHD14 EMBEDDED STRAP
Y8"EPDXIED ANCHOR BOLT-----___ TUPELO SPEC HOUSE
0 (OR HTT5 IF NOTED)
w/(7)MIN.EMBEDMENT w/ 39 PARADISE PRESERVE
COUNTY:
MINIMUM 2"x 2"X X16" JOB NUMBER:
JRAA13 nUVAL
PLATE WASHER
SCALE:
11-011(U.O.N.)
a 0
0 0 E
0 CONCRETE FOOTING E
0/1 R DO NOT SCALE THIS DRAWING
o PER FOUNDATION PLAN RELEASE DATE:
<
11-07-16
REVISIONS:
DRAWN BY:
< DJM
ui
THECKED BY:
MjB-FSS
TITLE:
APA WALL DETAIL
S
HEET:
(�A DETAIL NARROW WALL METHOD DETAIL S