741 PARADISE LANE - ENG DWGS r.
DESIGN SPECIFICATIONS: GENERAL NOTES:
8. All concrete slabs on grade shall be the thickness as indicated on the drawings over ULS13ERG
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
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, ENGINEERING, INC.
and flashing requirements are not addressed in these plans. or fibermesh reinforcement shall be used with a minimum fiber length of 2"to 2" 11481 Ok17 ST.JAU�USTINE RD.,SUITE#202
DESIGN CRITERIA: complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per JACKVILE,FL.32258
2. It is the intent of the Engineer of Record(Engineer)that this work be performed intcubic yard in accordance with manufacturer's recommendations. P:904.886,NQ1 F:904.260.4367
Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type w jhulsnbeusouth.net
21
Basic Wind Speed: 130 mph of construction and occupancy. 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and FLORIDM.a.NUMBER:25846
Building Risk Category: II other deleterious material.Structural fill shall be compacted to a density of at least
Wind Exposure: C(Enclosed Structure) 3. The contractor is responsible for the means and methods of construction. It is the 95%of the Modified Proctor Maximum Dry Density(ASTM D1557).Fill shall be treated ` ' S. S/4
Building Classification: Residential contractor's sole responsibility to determine the procedure,sequence,and temporary with termite poison before slab is faced. .�° � .••••.. i0���'�%
Building Type: Type V Construction bracing as to insure the safety of the building and its component parts during p p �•`�� .• E
9 Yp Yp � ` •
Wind-Borne Debris: NOT located in the wind-borne debris region construction. 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be `�C s ,0
compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density = x N L
Unless otherwise noted,project site considerations shall be the responsib lity of the 4. The contractor shall verify all conditions and dimensions at the job site prior to (ASTM D1557)for a depth of at least two feet(2'-0")below the bottom of the footing. _ 'SQ79 _
owner and/or contractor. Examples of such items include,but shall not be limited to, commencing work.
determination of grade elevations,drainage features,and special requirer lents 11. The following minimum concrete cover shall be provided for reinforcement:
s associated with FEMA flood hazard and/or DEP zones. 5. The contractor shall supply,locate,and build into the work all inserts,anchors,angles, 3" Concrete cast against and permanently exposed to earth STATE •�
plates,openings,sleeves,hangers,slab depressions,or other components as may be 2" Concrete exposed to earth or weather10 .•'•
DESIGN DEAD LOADS: required to attach and accommodate other work. 1 '/2'Concrete not exposed to earth or weather 4 �4� IRR�'
O Fl SON,PE
Floors: 6. All details and sections shown on the structural drawings are intended to be typical 12. All continuous reinforcing steel in concrete shall be lap-spliced with the following 0 No.50791
The design floor dead load of 12 psf assumes a floor system utilizing wood decking or and shall be construed to apply to any similar situation elsewhere in the work except minimum lengths: COMMENT :
wood subflooring over wood truss,wood I joist,or solid sawn lumber framing. The floor where indicated otherwise. #4 bars: 21"minimum -
0
covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer shall be #5 bars: 26"minimum
notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural details and sections. The contractor #6 bars: 32"minimum
shall contact the Engineer for clarification in cases of conflict between the structural m
Roofs: drawings and any drawings prepared by others prior to commencing work. 13. Reinforcement in footings shall be bent around corners or corner bars shall be used.
Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss)
Concrete or Clay Tile: 15 psf 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. 14. The contractor shall provide spacers,chairs,bolsters,etc.,necessary to support
Refer to Architectural Plans for Roof Coveringstem The design of the project structure assumes an allowable soil bearing capacity of
System
reinforcing steel.Support items which bear on exposed concrete surfaces shall have
2000 psf. The Engineer shall be notified if soil conditions encountered differ from the
ends which are plastic tipped or stainless steel.
DESIGN LIVE LOADS: noted assumptions. All requirements for site preparation and soil compaction
specified in the soils report shall be followed unless more stringent requirements are MASONRY:
Floors: specified in these plans.
Exterior Balconies: 40 psf General: >,..
Exterior Decks: 40 psf CONCRETE: E
Stairs: 40 psf(or 300 Ib point load) 1. All masonry work shall be in accordance with"Building Code Requirements for m
Garages: 50 psf(or 2000 Ib point load) 1. All concrete work shall be in accordance with"Building Code Requirements for Masonry Structures,"ACI 530-11,and Specifications for Masonry Structures,"ACI a O
All Other Areas: 40 psf Structural Concrete,"ACI 318-11,and"Specification for Structural Concrete,"ACI 301. 530.1-11
V
Attics: 2. All concrete shall have the following minimum compressive strength at 28 days: 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of "1. u,
Without Storage: 10 psf Slabs on grade,footings,and mise.concrete: fc=2500psi2000 psi per ASTM C1019.Grout shall be mixed to provide a slump between 8"to 11". 9
With Limited Storage: 20 psf Structural slabs,walls,beams and columns: fc=3000psi .�
With Storage: 30 psf(fixed stair access) Designated radon zones only-all concrete: fc=3000psi 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used
in brick veneer.
Roofs: 3. Cement shall conform to"Specification for Portland Cement"(ASTM C150)
Less than 4:12 slope: 20 psf 4. The contractor shall be responsible for the design and installation of all flashing. m
4:12 slope or greater: 16 psf 4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33) CLIENT:
Concrete Masonry(CMU): BUCKY DAVIS
DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts of oil,acids,alkalis,salts,organic
material or other substances that are deleterious to concrete or steel reinforcement. 1. Concrete masonry units(CMU)shall be ASTM C90-11 B,Hollow Load-Bearing
g PROJECT:
�- Walls: Concrete Masonry Units,normal weight,with a minimum compressive strength of 30 PARADISE PRESERVE
Wind loads with plaster or stucco finish: L/360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the 1900 psi(fm=1500 psi).
Wind loads with other brittle finishes: u240 structural drawings.All reinforcing details shall conform to"Details and Detailing of (741 PARADISE LANE)
Wind loads with flexible finishes: U120 or L/180" Concrete Reinforcement,"ACI 315,unless detailed otherwise on the structural 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following JOB NUMBER: COUNTY:
*U180 for exterior walls with interior gypsum board finish. drawings. minimum lengths: 15-1161 DUVAL
SCALE:
Floors: #4 bars: 20"minimum W X8" =1'-0"(U.O.N.)
Live Load: U480* 7. Tolerances for foundation and slab alignment as well as placement of reinforcement #5 bars: 25"minimum
shall be in accordance with"Standard Tolerances for Concrete Construction and DO NOT SCALE THIS DRAWING
Total Load: U240 #6 bars: 30 minimum
*Increased floor stiffness may be required by floor covering manufacture Materials,"ACI 117. Footing or slab edges may be up to 1/2"inside of the sill plate. RELEASE DATE:
3. Grout all cells containingvertical reinforcement in 5'-0"maximum lifts. 08-27-15
REVISIONS:
Roofs:
r
Live Load: U240 4. Provide cleanouts per ACI 530.1-11 in the bottom course of masonry when the wall
Total Load: U180 height exceeds 5'-0". REVIEWED FOR CODE COMPLIAN 1 DRAWN BY. CMF
5. Beam reinforcement shall be conti��bbll C��C�iQI' ` CE m
c Vl�N`i.ANInC BEACH � CHECKED BY: FSS
SEE PERMITS FOR ADDITIONAL TITLE:
REQUIREMENTS AND CONDITIONS GENERAL NOTES
SHEET 1 of 2
REYIEEWED O'.& SHEET:
S-1
r
Clay Masonry(Brick): 13. Fasten plies of 1 %"wide engineered lumber as follows: WINDOW,DOOR AND SOFFIT PRESSURES:
2-ply beams with(3)rows of 0.131"x3'/4'nails @ 12"o.c. I ULSBERG
1. Brick shall conform to ASTM C62,C216,or C652 for Building Brick,Fac ng Brick,and 3-ply beams with(3)rows of 0.131"x3'/4'nails @ 8"o.c.(each side) 1. All window,door and soffit assemblies shall be designed to withstand the design ENGINEERING INC.
Hollow Brick,respectively. Grade SW shall be used. 4-ply beams with(2)rows of Simpson 6 3/"long SDW screws @ 12"o.c. pressures indicated below and shall be installed in accordance with the manufacturer's '
requirements. 0 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: m JACKSON�fILLE,FL.32258
vertical and 16"o.c.horizontal. Additional ties shall be provided around all wall :904.8861401 F:904.260.4367
jhu!*ng@bellsouth.net
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 RILA C.A.NUMBER:25846
o.c.and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions).
a.Welded connections: AWS D1.1
3. Strand wire veneer ties shall not be less in thickness than No.9 gage wi a and shall b.Structural steel shapes,plates: ASTM A36 �•�```'",,t!s S
have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. c.Structural steel pipe: ASTM A53 or A501 WIND PRESSURES ON WINDOWS, DOORS & `�O r
22 gage by 7/8"corrugated and fastened with 1 %"galvanized roofing nails. d.Structural steel tubin ASTM A500 • '..,...��'• ��''
Adjustable or strand wire veneer ties shall be used at CMU walls. 9 SOFFITS (pSf) �r`� cS�'•�SO�''%s
a •Z
2. All structural steel connections and fabrications shall comply with AISC specifications. S
4. Unless otherwise noted on the plans,a steel angle L4x4xl/4 shall be used forAREA OF OPENING EDGE STRIP(5) INTERIOR ZONE (a) _ N; A$0791
supporting brick veneer over openings. This angle will not be required for arched 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. * j'
windows where brick is self-supporting. If the length of the opening exceeds 6-0"then Pos Neg Pos Neg;
the steel angle shall be attached to the wood framing with %8"x 3"lagscrews @ 12" 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes
St T� OF
o.c.or Simpson%4"x 3"SDS screws @ 12"o.c. shall not be used. 0 to 20 sf 24.9 -33.3 24.9 -27.0 =„� �• �• `�.�
20.1 to 50 sf 23.8 -31.0 23.8 -26.0 .•« �) I� [rte
' "�'�
- WOOD FRAMING: 5. Bolts shall be installed to the"snug-tight"condition-u.o.n. 50.1 to 100 sf 22.4 -28.1 22.4 -24.5 PE
� ��Q AL 791
100.1 to 200 sf 21.1 -26.0 21.1 -23.2 COM 9Ir�ui��q�,
1. All wood framing has been designed in accordance with"National Design Specification 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior 200.1 to 500 sf 20.0 -23.6 20.0 -22.2
(NDS)for Wood Construction," 2012 edition. to painting,steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning". Soffit Design Pressure 24.9 -33.3 24.9 -27.0
6
Base Design Pressure 21.10 GCpi=t0.18
2. Southern Yellow Pine member design incorporates design values for all sizes and 7. SSPC Paint 36(polyurethane)shall be applied as the final coat to all structural steel
grades of visually graded Southern Yellow Pine dimension lumber per"'Supplement surfaces exposed and visible to the exterior of the structure.
No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber,"published by 3
the Southern Pine Inspection Bureau(SPIB). 8. Field touch-up after installation where required to restore final finish. w
0
m
3. All wood members exposed to weather or in contact with masonry,concrete or soil HARDWARE AND ANCHORS: E
shall be treated with an appropriate preservative suitable for the exposure conditions.
1. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie,
4. If ACQ treatment is used on any wood member,then all nailing shall req ire United Steel Products(USP), or Engineer approved equal. TYPICAL EDGE STRIP(5)
hot-dipped galvanized nails meeting ASTM A153,Class C,or ASTM B695,Class 50. a-4.0'
If borate treatment is used then galvanizing is not required. 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM
p y g F1554,Grade 36. TYPICAL INTERIOR ZONE(4)
5. Prefabricated wood trusses shall comply with NDS and National Desi Standard for W
Metal Plate Connected Wood Truss Construction(TPI 1-07)." 3. All metal connectors and hardware which are exposed to the exterior or in contact
with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per
6. All trusses shall be designed by the Truss Manufacturer's registered En ineer. ASTM Al 53,Class C,or ASTM B695,Class 50.
7. The Truss Manufacturer shall submit shop drawings and design notes w th a 4. Anchor adhesives shall be either SET-XP or AT-XP by Simpson Strong-Tie(with
registered Engineer's seal for approval.Design notes shall include the rz ted load Florida Product Approval)and installed according to the manufacturer's instructions. t
capacity of the truss to truss connectors,and the manufacturer's license to fabricate Holes shall be cleaned of all debris and brushed out prior to installation of anchor
trusses utilizing the connector system proposed.The contractor shall ap rove adhesive.
fabrication and installation drawings showing size,shape and layout.
ROOF COVERING:
8. Jobsite handling and erection,including temporary bracing,during instal ation of .... LIJ CLIENT:
`J BUCKY DAVIS
trusses shall comply with TPI/WTCA BCSI 1. 1. The contractor shall be responsible for the design and installation of the roof covering
system. E
,,.
9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened :: z PROJECT:
to their supporting walls or beams with metal connectors as noted in the Truss 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the 30 PARADISE PRESERVE
Connection Schedule. manufacturer's requirements. _ (741 PARADISE LANE)
10. All gable ends shall be balloon framed or braced in accordance with the applicable 3. Clay and tile roofs shall be installed per the"Concrete and Clay Roof Tile Installation „" m
JOB NUMBER: COUNTY:
detail as shown in the structural drawings. Manual,"and the manufacturer's requirements. t SCALE:
11. Guardrails,handrails,and guard in-fill components(Balusters and Panel Fillers)shall 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according DO NOT SCALE THIS DRAWING
be provided by others. to the manufacturer's requirements. :: RELEASE DATE:
08-27-15
12. Engineered lumber(LVL,Parallam or LSL)shall meet the following mini num material 5. The contractor shall be responsible for the design and installation of all metal flashing - REVISIONS:
specifications: and valley material.
LVL or Parallam LSL -
E=2,000,000 psi E=1,550,000 psi DRAWN BY:
Fb=2,600 psi Fb=2,325 psi W CMF
Fc=750 psi Fc=900 psi CHECKED BY: FSS
Fv=285 psi Fv=310 psi
TITLE:
GENERAL NOTES
SHEET 2 of 2
LU
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SHEET:
S-2
ULSBERG
ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
39'-0" - JAE NVILLE�`FL;32258
'-2" 9'6" 9'-6" 1 T-10° P,904.886 401 904.260.4367
w jhuls ng@�Isouth.net
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Y o FLORID C.AB NUMBER:25846
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24"x 24"x 12"PAD FOOTING
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WITH 2 #5 EACH WAY TYP. %• �C' ` •'•
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::; CbMMENT
4"CONCRETE SLAB WITH .. m
6x6 W1.4x1,4 WWF OR
FIBERMESH OVER 6 MIL
VAPOR BARRIER ''
B COVERING CLEAN, `:::
SD-1 COMPACT,TREATED FILL
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I c/) CJ-SUGGESTED CONTROL JOINT BUCKY DAVIS
( � `': LOCATIONS(SEE DETAIL"T"ON SD-2)
0
ri- D ``' SPECIAL EMBEDDED STRAPS
PROJECT:
=DENOTES TWO STORY
SD-1
REQUIRE AT" RROW WALLS" I m ' 30 PARADISE PRESERVE
EQU cn FOOTING CONDITION
1 it L
O
I E LANE
SEE DET ILA N SHEET SD-8 ��<�
741 PARADISE
OTE: JOB NUMBER: COUNTY:
>
ONTI"IUOUS FOOTING _ #
_
15.1161 DUVAL
. .
. CONTRACTOR HALL V VERIFY ALL DIMENSIONS
3
CROSS GARAGE 1 SCALE:
;r, " USING FINAL APPROVED FLOOR PLAN PRIOR Y8" -1-1011(U.O.N.)
OOR PENING 61-610 12'-2-— — — TO CONSTRUCTION. E
g DO NOT SCALE THIS DRAWING
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RELEASE DATE:
co
2° r 08-27-15
1s'-o"
— — — — $REVISIONS:
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cf) 26
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— — DRAWN BY: CMF
" 11 Y o 24"x 24"x 12"PAD FOOTING
19-2 8-10 � 11'-0" WITH(2)#5 EACH WAY(TYP.) _ FSS
� CHECKED BY:
39'-0" SEE DETAIL"E"ON SD-1 TITLE:
FOUNDATION PLAN
2"
w
FOUNDATION PLAN SHEET:
S-3
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NOTES: ULSBERG
HENGINEER,T,NG, INC.
1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF N0.2 11481 OLD UGUSTINE RD.,SUITE#202
U
STUDS @ 16"O.C.FOR PLATE HEIGHT UP TO 10'-1 A"-U.O.N. m JAC ONVILLE,�L.32258
P:904. 86.2401 FA04.260.4367
wj�uiseng@bosouth.net
NOTE: 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 21
FLO DA C.A.OUMBER:25846
EACH REAR POST SHALL BE TREATED SPF No.2 STUDS @ 16-O.C.FOR PLATE HEIGHTS UP TO 10'-1%"-U.O.N.
44 POST ON ABU44-Z POST BASE.
STRAP POST TO EACH BEAM ABOVE _ _ _ _ 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. H
WITH 1 H6-Z CLIP OR 1 MSTA24-Z E
O ( } (2)2x12 PORCH � NOTIFY ENGINEER OF ANY VARIATIONS.
TYPICAL ALL POSTS-(U.O.N.) III BEAM TYPICAL)
SEE DETAIL"F"ON SHEET SD-7 III III a �`(•V'��,•�•�•'•/j•,A'�•,�'��
SII (2)2x8 HEADER III `[� nl,�[/A�•'. t�O%' '%
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ATE 27 1
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— — SW-3 _ 3J 1 K _ — — — SW-3 — —
�. SHEARWALL LEGEND:
o ........ = NON-BEARING WALL o
�
m o = BEARING WALL
SW-6_
W
— — — — SHEARWALLS FASTENED WITH
a
SW-3 SW-3 I 8d COM(0.131"x 2 Yz")NAILS @
6"O.C.ON EDGES AND 12"O.C.
ON INTERMEDIATE SUPPORTS. y
`" I SW-3
SHEARWALLS FASTENED WITH W
W: 8d COM(0.131"x 2 Y")NAILS @ CLIENT:
61
2 2x6 BUILT-UP I"' ON NTOERMDDIATE SUPPORTS.GES AND 12-O.C. c
m BUCKY DAVIS
cn POST(MIN.)
ALIGNED WITH
- (3)2x6 BUILT-UP I SOLID BUILT-UP POST ABOVE I NOTE: SBS = SHEATH BOTH SIDES OF WALL PROJECT:
POST(MIN.) CORNER(MIN.) 2)2x6 BUILT-UP INSTALL SOLID BLOCKING AT INDICATED SHEARWALL s 30 PARADISE PRESERVE
Tom_ I POST(MIN.) BETWEEN FLOORS AT 741 PARADISE LANE
(2)2x6 BUILT-UP (2)2x6 HEADER ALIGNED WITH ( )
POST(MIN.) -4 —�' Oil 1J 2K I POST ABOVE ALL SECOND FLOOR POSTS. NOTE:ALL EXTERIOR WALLS SHALL BE "SW-6"U.O.N. t JOB NUMBER: COUNTY:
a 15-1161 DUVAL
GARAGE OR SHALL BE RATED FOR SW-3 SW-3 I
SCALE: y =1'-0"(U.O.N.)
MINIMUM D SIGN PRESSURE OF 23.2 f± �2)2x6 BUILT-UP E WOOD FRAMED HEADER LEGEND:
71,1,11
MIN.) (2)JACKS ) SD-7 SIZE 8DO NOT SCALE THIS DRAWING
(2)1 4"x 11 Y4"LVL HEADER MIN. OF HEADERRELEASE DATE:
UC410 08-27-15
NSTRUCT USING APAANGER __ __ _ _ __ _ EAOCH FRONT POST SHALL BE TREATED 2 2x_HEADERREvisioNs:4x4 POST ON ABU44-Z POST BASE. J KNARR W WALL METHOD WITH (2)2x12 PORCH STRAP POST TO EACH BEAM ABOVE
H DER CONTINUOUS BEAM TYPIC QUANTITY UANTITY
ACROSS RETURN WALLS ® WITH(1)H6-Z CLIP OR(1)MSTA24-Z OF JACKS OF KING STUDS w °� Bv. CMF
(SEE DETAIL"A"ON SD-8) TYPICAL ALL POSTS-(U.O.N.)
a SEE DETAIL"F"ON SHEET SD-7 CHECKED BY: FSS
cn NOTE: NOTE: TITLE:
THIS OPEN PORCH CEILING REQUIRES A ALL WOOD FRAMED LOAD BEARING HEADERS s WALL LAYOUT
MINIMUM 4"SHEATHING.FASTEN WITH SHALL BE MINIMUM(2)2X6 No.2 OR BETTER FIRST FLOOR
6d COM OR BOX NAILS AT 6"O.C.ON EDGES SYP.INSTALL MINIMUM(1)JACK AND Lu
WALL LAYOUT-FIRST FLOOR N SHEET:
AND 12"O.C.IN THE FIELD (1)KING STUD AT EACH HEADER(U.O.N.) s S-4
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NOTES: ULSBERG
ENGINEERING, INC.
1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH ZX4 SPF No.2 11481 OLD ST. USTINE RD.,SUITE#202
STUDS @ 16 O.C.FOR PLATE HEIGHT UP TO 9-1 Ya -U.O.N. m JACKSON ILLS,FL.32258
P 904.886.2401 F:904.260.4367
jhulsen @bellsouth.net
2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 8
FLORIDA q;A•NUMBER:25846
SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-1 Y" U.O.N.
0
3) THE SECOND FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING)-U.O.N. "
NOTIFY ENGINEER OF ANY VARIATIONS. ��,.�``'' C�''u��tq�y�'�V'i,,',-
�• SCE S •.s
C T. 3 SPAN (2)2x8 HEADER $ • No 5079 x`
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SHEARWALL LEGEND:
........ = NON-BEARING WALL
.. .................. o = BEARING WALL
: : : : . ... SW-6 W
— — — — 3 — — — — — — o - SHEARWALLS FASTENED WITH
8d COM(0.131"x 2 Y")NAILS @ a
.. 6"O.C.ON EDGES AND 12"O.C.
ON INTERMEDIATE SUPPORTS.
SW-3
SHEARWALLS FASTENED WITH m
8d COM(0.131"x 2 Y2")NAILS @
3"O.C.ON EDGES AND 12"O.C. m CLIENT:
ON INTERMEDIATE SUPPORTS.
BUCKY DAVIS
• " SBS = SHEATH BOTH SIDES OF WALL PROJECT:
(2)2x4 BUILT-UP (2)JACKS 3)2x4 BUILT-UP 3)2x4 BUILT-UP AT INDICATED SHEARWALL 30 PARADISE PRESERVE
POST(MIN.) MIN. :; POST(MIN.) POST(MIN.) o (741 PARADISE LANE)
�D CDa-
-TJAGK8 NOTE:ALL EXTERIOR WALLS SHALL BE "SW-6"U.O.N. z JOB NUMBER: COUNTY:
2)2x4 BUILT-UP
15-1161 DUVAL
POST(MIN.) _ _ SCALE: ++ —1'-0"(U.O.N.)
SW-3/ �sw-3 WOOD FRAMED HEADER LEGEND: E
9 DO NOT SCALE THIS DRAWING
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2 2x6 HEADER
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WALL LAYOUT-SECOND FLOOR NOTE: TITLE:
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TITLE:
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1148 OL�yST.AUGUST*E RD.,SUITE#202
J CKSONVILIE,FL.32258
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ALTERNATIVE TO SSP 1 DSP AT DOUBLE PLATE,
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(2)SIMPSON SDWC 15600 SCREWS STUD JACKSONVILLE,FL.32258
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UC410 NOTE: THREADED ROD LEGEND: REVISIONS:
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11481 OLD ST.AUGUSTINE RD.,SUITE#202
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THREADED ROD LEGEND: REVISIONS: 08-27-15
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SCALE:
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REVISIONS:
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BRICK VENEER WITH 1"AIR SPACE ULSBERG
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@ 33"O.C. CONT.FLASHING;PROVIDE SILL PLATE JOINT FILLER ACKSONVIktE,FL.32258
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FOUNDATION DETAILS
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GRAD1)#5 CONT.
SILL CONCRETE SLAB �\j�\j\\,\�8"CMU STEMWALL WITH(1)#4 @
PLATE \ \/ ///\\j\\\j�\�48"O.C.AND IN EACH CORNER. ° g
-'�- ° q ' \ ° \/\ FILL CELL SOLID AT EACH#4 °
o \ ° <a -
'��/��/�, ,< //j\�/j% ✓-� \ \�/ ' '� \jj�\\// REBAR.HOOK REBAR 16"INTO
/ ,\ RAD PORCH SLAB AND 6"INTO N
'\� �,��i���i���i, �\\ ' �\i e�• >� �/�\/\ //i\\\iii\�!i/
6" FOOTING.
CONCRETE SLAB
1'-4" ONE STORY- 2 #5 CONT. T-0" (1)#5 CONT. 1'-8" (2)#5 CONT.
V_8" TWO STORY-(3)#5 CONT.
CLIENT:
M SECTION-PORCH STEMWALL WITH BRICK T SECTION-TYPICAL SAW-CUT CONTROL JOINT BUCKY DAVIS
H SECTION-INTERIOR BEARING K SECTION-THICKENED EDGE N m
SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48 CONTACT SD 2
SD-2SD-2 ENGINEER FOR ADDITIONAL REQUIREMENTS. 9 PROJECT:
30 PARADISE PRESERVE
(741 PARADISE LANE)
JOB NUMBER: COUNTY:
5-1161 DUVALL
It
BEARING POST(AS NOTED) TREATED POST % SCALE: $„ _l'-0"(U.O.N.)
CURB HEIGHT VARIES 10
CONCRETE SLAB CONCRETE SLAB ABU_POST BASE WITH E
SILL PAVERS BY OTHERS ��� �Eg DO NOT SCALE THIS DRAWING
PLATE CONCRETE SLABZ a GALV.ANCHOR EMBEDDED m RELEASE DATE:
CURB HEIGHT VARIES 12"(SET-XP ADHESIVE) 08-27-15
cr
REVISIONS:
�/ ° /7/7
0
zi </ iso\�/\/ ��\/ / 8 TALL,12 SQUARE GROUTED
CMU OR CAST-IN-PLACE CONCRETE DRAWN BY:
PEDESTAL ON 24"X 24'X 12"PAD w CMF
m
AS NOTED REINFORCEMENT(AS NOTED) 8" (1)#4 CONT. 2'-0" FOOTING WITH(2)#5 EACH WAY w CHECKED BY: FSS
1'4" ONE STORY- 2 #5 CONT. TITLE:
V-8" TWO STORY-(3)#5 CONT. FOUNDATION DETAILS
Q SECTION-NON-BEARING STEPDOWN U DETAIL-PAD FOOTING AT PAVERS SHEET 2 of 2
J SECTION-BEARING STEPDOWN P SECTION INTERIOR BEARING PAD FOOTING W
SD-2 SD-2 Al SHEET:
SD-2 SD-2
S D
-2
L
r
ULSBERG
ROOF COVERING(BY OTHERS) HENGINEERING, INC.
ROOF TRUSSES 11481 OLD ST.AUGUSTINE RD.,SUITE#202
CORNICE DETAIL � JACKSONVILLE,FL 32258
P:904.886.2401 F:904.260.4367
DOUBLE PLATE (BY OTHERS) I _ jhuls>;ng@bellsouth.net
NUT WITH 2"x 2"x6"WASHER FLORIgA C.A.NUMBER:25846
1 � t
ALTERNATE:SIMPSON LBPS SLOTTED
WASHER WITH 1"WASHER. o '
%"0 THREADED ROD a
( 7 15 � p1111H/11/1+++
X16"OR 32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF
1Y32"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF
SIMPSON%"0 x 6"TITEN HD OR SIMPSON%"O x 6 4"TITEN HD ROD COUPLER s
2x_No.2 SPF OR No.2 SYP \ _ 3z"RATED SHEATHING,EXPOSURE i METAL ROOF ••
8"THREADED ROD SET IN ADHESIVE OR 8"THREADED ROD SET IN ADHESIVE WITH SUBFASCIA WITH(2)0.131"x 3 Ya" FASTEN WITH 0.113"x 2 e"RING SHANK ,, '•�„ ENS�•;�0��'%' ,
WITH MINIMUM 4"EMBEDMENT MINIMUM 4"EMBEDMENT WITH NUT&1" ENDNAILS AT TRUSS(U.O.N.) NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. •; y
WITH NUT&1"WASHER WASHER •
GYPSUM BOARD � � 1,` NQ, 50
CONNECTOR AT EACH TRUSS
II'a (SEE TRUSS CONNECTION SCHEDULE)
' (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) S 8�,j�15 l-
.51MPS0 P
c DETAIL-ANCHOR BOLT DETAIL-THREADED ROD ASSEMBLY GYPSUM BOARD '
f "w rN 1 V4
SD-3 %s"RATED SHEATHING,EXPOSURE 1. \*yfv0NAL
FASTEN WITH 0.131"x 2 Y"NAILS @ 6"O.C.ONt�a�R+I��u�}����������
EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. r o
(U.O.N.)(BLOCK ALL EDGES)
m
2x_SPF#2 STUDS @ 16-O.C.-U.O.N.(SEE WALL LAYOUT)
3
NUT WITH 1"CUT WASHER
ROOF COVERI G(BY OTHERS)
2x_SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM
BOARD WITH 0.131"x3 Y"NAILS @ 6"O.C. r
ROOF TRUSSE S
W
CORNICE DET IL I 2Y32"RATED STURD-I-FLOOR(T&G)SHEATHING m
(BY OTHERS) GLUED AND NAILED.FASTEN WITH 0.131"x 2 Y2"RING
/ SHANK @ 6-O.C.ON EDGES AND 12"O.C.IN THE
FIELD.
FLOOR JOIST(I-JOIST SHOWN,SAWN o
JOIST SIMILAR-SEE SECTION"C"ON
SD-4 FOR OPEN WEB TRUSS)
Vis"OR 1Y32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF a
%2"RATED PLYWOOD SHEATHING,EXPOSURE 1-TILE ROOF H
2x No.2 SPF OR No.2 SYP \ 1932"RATED SHEATHING,EXPOSURE I-METAL ROOF GYPSUM BOARD 2"
SUBFASCIA WITH(2)0.131"x 3 A" FASTEN WITH 0.113"x 2 Y8"RING SHANK RIM BOARD
ENDNAILS AT TRUSS(U.O.N.) NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS.
GYPSUM BOARD NAIL JOIST TO PLATE WITH(2)0.131"x 3 Y"TOENAILS E
(2)2x_SYP#2 DOUBLE PLATE(U.O.N.)
CONNECTOR AT EACH TRUSS
(SEE TRUSS CONNECTION SCHEDULE)
TOENAIL RIM BOARD TO PLATE WITH
(2)2x_SYP#2 DOUBLE PLATE(U.O.N.) 0.131'x 34'NAILS @ 8-O.C. .2 CLIENT:
BUCKY DAVIS
APPLY SHEATHING HORIZONTALLY FOR STUCCO THREADED COUPLING AS REQUIRED s
APPLY SHEATHING HORIZONTALLY FOR STUCCO GYPSUM BOARD APPLICATIONS,EXCEPT THAT 7116"STRUCTURAL 1
APPLICATIONS,-EXCEPT THAT 7/16"STRUCTURAL 1 RATED OR 15/32"RATED SHEATHING MAY BE GYPSUM BOARD 9 PROJECT:
RATED OR 15/32"RATED SHEATHING MAY BE 2x—SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) INSTALLED VERTICALLY. s 30 PARADISE PRESERVE
INSTALLED VERTICALLY. 2x_SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) t 741 PARADISE LANE)
0
RATED SHEATHING,EXPOSURE 1. %s"RATED SHEATHING,EXPOSURE 1. t JOB NUMBER: COUNTY:
15-1161 DUVAL
FASTEN WITH 0.131"x 2 Y"NAILS @ 6"O.C.ON FASTEN WITH 0.131"x 2 Y"NAILS @ 6-O.C.ON SCALE:
NOTE: EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. NOTE: EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. a n _
SILL PLATES ON EXTERIOR WALLS (U.O.N.)(BLOCK ALL EDGES) SILL PLATES ON EXTERIOR WALLS (U.O.N.)(BLOCK ALL EDGES) o Yg 1-� (U.O.N.)
SHALL BE ANCHORED BY THREADED SHALL BE ANCHORED BY THREADED $ DO NOT SCALE THIS DRAWING
THREADED ROD ASSEMBLY AT
RODS SUPPLEMENTED BY ADDITIONAL NOTED SPACING(SEE DETAIL"C" RODS SUPPLEMENTED BY ADDITIONAL THREADED ROD ASSEMBLY AT RELEASE DATE:
ANCHOR BOLTS AS REQUIRED TO THIS SHEET) ANCHOR BOLTS AS REQUIRED TO NOTED SPACING(SEE DETAIL"C" s 08-27-15
MAINTAIN MAXIMUM 48"O.C.SPACING MAINTAIN MAXIMUM 48"O.C.SPACING THIS SHEET) $REVISIONS:
(U.O.N.) 2x TREATED SYP#2 SILL PLATE WITH ANCHORS (U.O.N.) s
INSET WALL Y2"FOR STUCCO (SEE DETAIL"C"THIS SHEET) INSET WALL Y"FOR STUCCO 2x_TREATED SYP#2 SILL PLATE WITH ANCHORS m
APPLICATIONS APPLICATIONS (SEE DETAIL"C"THIS SHEET) DRAWN BY. CMF
w
m
CHECKED BY: FSS
SEE FOUNDATION DETAILS SEE FOUNDATION DETAILS
TITLE:
FRAMING DETAILS
B SECTION-TYPICAL EXTERIOR TWO STORY WALL SHEET 1 of 3
A
SECTION-TYPICAL EXTERIOR ONE STORY WALL SD-3 SHEET:
SD-3 SD-3
L
I
r
, —SILL PLATE(BELOW) ULSBERG 2x_CORNER FRAMING FULL
2x_SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND HEIGHT STUDS(TYPICAL) ENGINEERING, INC.
BOARD WITH 0.131"x 3 Ya"NAILS @ 6"O.C. (2)ROWS OF 0.131"x 3 a" 11481 OLD ST.AUGUSTINE RD.,SUITE#202
NAILS @ 12"O.C. KSONVILLE FL.32258
BAND BOARD — STAGGERED(TYPICAL) -P:9041.886,7401 F:904.260.4367
W lhui*n9@bebmth.net
m -
N
FLO
k10A C.A.NUMBER:25846
2x6 OR 2x8 FRAMED WALL
OPEN WEB TRUSS SILL PLATE(BELOW) a
2x4 CORNER FRAMING FULL HEIGHT STUDS
SHEATHING CONTINUOUS FROM BAND BOARD ll
MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED
..,,.. . . .,,M,o
TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH
EDGE NAILING REQUIREMENTS OF UPPER WALL WITH(4)0.131"x 3,y4"NAILS TO EACH ADJACENT
s • O
TOENAIL TRUSS TO PLATE WITH STUD
se
ALTERNATE:INSTALL SOLID STUD IN THIS fpr 5. •'
(2)0.131"x 3Ya"NAILS
_ SPACE
0791 '
3 �
DOUBLE PLATE(U.O.N.) 2x4 CORNER FRAMING FULL HEIGHT STUD * `
�O' T S TATk08-27-45 08-27-45
(2)ROWS OF 0.131"x 3%" ;,', �, eC� LQFS.s'** ONA-
2x4 FRAMED WALL NAILS @ 12-O.C. pol IE
C SECTION-TYPICAL OPEN WEB FLOOR TRUSS F
SD-4
SECTION-TYPICAL FRAMING AT 90°CORNERS ,ti 0Ni. �' °
SD-4
SD 4 IiNpoll,N11111t110
m
_ A
NAIL SCAB TO TOP CHORD WITH m
(4)0.131"x 3,44"NAILS
1c
ADD 2x4 VERTICAL SCAB IN EACH ROOF OR FLOOR FRAMING(AS NOTED)
TRUSS IF NO WEB IS PRESENT
UPLIFT CONNECTOR(AS NOTED) CONNECTOR IF NOTED
EACH TRUSS NAILS TYPICAL AT (SEE CONNECTION SCHEDULE)
2x4 SPF BLOCKING-NAIL WITH(2)
0.131"x 3Ya"NAILS AT EACH END 2x4 X-BRACE ACROSS LENGTH OF
(END NAIL OR TOENAIL) SHEARWALL1=-�r� o
NAIL SCAB TO PLATE WITH(3)
a
0.131"x 3'/a"TOENAILS
W
TRUSS(AS NOTED) GYPSUM BOARD 3
TRUSS BOTTOM CHORD a
2x4 BLOCKING BETWEEN TRUSSES
NAIL PORCH SHEATHING AS NOTED TOENAILED TO DOUBLE PLATE WITH (2)2x_SYP#2 DOUBLE PLATE(U.O.N.)
0.131"x 3 Y4"NAILS @ 4"O.C.
EXTERIOR FRAMED WALL
DOUBLE PLATE
MINIMUM%s"RATED SHEATHING, m
2x_SPF#2 STUDS @ 16"O.C.-U.O.N.
EXPOSURE I FASTEN AS NOTED (SEE WALL LAYOUT)
ON WALL LAYOUT(BLOCK ALL EDGES)
D SECTION-EXTERIOR WALL PERPENDICULAR TO TRUSS G SECTION-INTERIOR SH
EARWALL PERPENDICULAR TO TRUSS CLIENT:
sD 4 W BUCKY DAVIS
SD-4 SECTION ONLY APPLIES WHEN REFERENCED
GYPSUM BOARD
THREADED ROD ASSEMBLY(IF NOTED) PROJECT:
INTERIOR SHEARWALL(IF NOTED)SHALL $ 30 PARADISE PRESERVE
NAIL EACH END OF BLOCKING TO o
USE/s RATED SHEATHING FASTENED (741 PARADISE LANE)
TRUSS(AS NOTED) BOTTOM CHORDS WITH(3)0.131"x 3%" AS NOTED. JOB NUMBER: COUNTY:
INSTALL 2x4 BLOCKING BETWEEN F is 1161 njIVAL
2x4 SPF NAILER-NAIL TO TOP PLATE WITH TRUSS BOTTOM CHORDS12"O.C. TRE $ SCALE:
0.131"x 3Y4"NAILS @ 6"O.C•
°� 2x_TREATED SYP#2 SILL PLATE WITH Yg° =1'-0'(U.O.N.)
ANCHOR(SEE DETAIL"C"ON SHEET SD-3 r
)
BOTTOM CHORD OF TRUSS a DO NOT SCALE THIS DRAWING
NAIL EACH BLOCK TO DOUBLE PLATE WITH(3) m RELEASE DATE:
2x_SPF#2 SOLE PLATE m 08-27-15
0.131"x 3Y"NAILS WITH 0.131"x 3Ya"NAILS REVISIONS:
NAIL PORCH SHEATHING AS NOTED 138"O.C.-U.O.N.
DOUBLE PLATE a\
EXTERIOR FRAMED WALL4
4
MINIMUM%s"RATED SHEATHING, FLOOR BEAM(AS NOTED) � DRAWN BY:
EXPOSURE I FASTEN AS NOTED W CMF
ON WALL LAYOUT(BLOCK ALL EDGES) SLAB ON GRADE CONDITION CHECKED BY: FSS
SECTION-EXTERIOR WALL PARALLEL TO TRUSS RAISED FLOOR CONDITION TITLE:
E SECTION-INTERIOR SHEARWALL PARALLEL TO TRUSS FRAMING DETAILS
SDS H SECTION-TYPICAL INTERIOR BEARING AND/OR SHEARWALL
K SHEET 2 of 3
SD 4 THIS SECTION ONLY APPLIES WHEN REFERENCED w
SD 4
SHEET:
0
-SD-4
r
TYPICAL HEADER TO KING STUD CONNECTION(SEE TABLE) (2)2x_SYP#2 DOUBLE ULSBERG(TYPICAL DOUBLE PLATE SPLICE) ��PLATE(U.O.N.)NAIL
JOINT IN LOWER PLATE 48"MINIMUM SPLICE LENGTH JOINT IN UPPER LATE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER ( PLATES WITH 0.131"x 3"
MINIMUM NAILING OF WITH 0.131"x 3 Y4"NAILS @ 6-O.C.STAGGERED NAILS 8-O.C. STUD TO PLATE NAILING ENGINEERING, INC.
(16)0.131"x 3"NAILS IN THIS ZONE. THREADED RODASSEMBLY CENTERED (TYPICAL) TYPICAL STUD TO I I STAGGERED
ON SPLICE IN P TE OR THREADED ROD DOUBLE PLATE I 11481 OLD ST.AUGUSTINE RD.,SUITE#202
8"MAX. 6"MAX. I ASSEMBLY WITHIN 12"ON EACH SIDE OF JACK STUD AND KING CONNECTION I STUD SIZE END NAIL TOENAIL JACKSONVILLE,FL.32258
TYPICAL FRAMING
JOINT. 6"MAX. STUD REQUIREMENTS AT CHANGE IN P:904Wseng0 F.904.260,x4367
(SEE WALL LAYOUT I I PLATE HEIGHT 2x4 (2) (3) W Jbdfseng@ uth.ne'f
MSTA36 STRAP y
FkDRIDA C.A., BEEF:25846
CENTERED ON 2x6 (3) (4) o
II I I I
PLATE EIGHT CHANGE IN 2x8 (4) (5)
r
SSEMBLY WITHIN EF SPLICE IN LOWER PLATE
2x4 BLOCKING BETWEEN 2x10 (5) (6)
ALTERNATE:IF ROD IS GREATER y
THAN 6"FROM SPLICE-ADD
NAIL EACH PLATE TO JACK STUD STUDS TOENAIL ALL NAILS NOTED ARE 0.131"x 3 Ya"
I' SSP AT SPLICE. WITH(3}0.131"x 3 Ya"NAILS-TOENAIL OR ENDNAIL EACH END a
TO ADJACENT
" OR ENDNAIL(TYPICAL 1A
STUD WITH(3)0.131"x 3 Y" / o ``.``,``
II ••y,.......•• �.
NAILS o .`` �O: SCEp� '• ''.
2x_SPF#2 STUDS 3 : •.� O'%
. -
C @ 16"O.C.(U.O.N.) �• •�
(SEE WALL LAYOUT) HEADER NAILING REQUIREMENTS NO.51 �Z
IIii2x6 (3)NAILS PER PLY * FLOYDSWIPSON,PE;
DOUBLE SILL REQUIRED WHERE OPENING FL No.50791_ � : —
IWIDTH EXCEEDS 61 U.O.N.) - , —
THREADED ROD 2x8 (4)NAILS PER PLY -P S. �F
ASSEMBLY AT 2x10 (5)NAILS PER PLY m ' ��`e0 RID L00
NOTED SPACING £ 0411
01 4 ��*R
AA�ll��la
JOINT IN SILL PLATE 2x TREATED 2x12 (6)NAILS PER PLY �4Yf�#� �
1 MfldN✓tIN4iNiiiii
/f SYP SILL PLATE
/ 9Y"LVL (5)NAILS PER PLY E
s`
11 II 11 II 11 11 II 11 11 U 11 1 11 11 11 $
11 II 11 11 II II I II II II 11 II 11 II d
ul 1 II II 11 II II II II II II II II I 11/"LVL (6)NAILS PER PLY
u u u u u u u u u u u u u u u It
e
4"MIN.; ANCHOR AS REQUIRED TYPICAL STUD TO SILL PLATE 14"LVL (7)NAILS PER PLY W
THREADED ROD ASSEMBLY 12"MAX. (SEE DETAIL"C"ON SHEET SD-3) CONNECTION
(BEYOND) 16"LVL` (8)NAILS PER PLY
BUILT-UP CORNER POST ANCHOR COUPLED TO THREADED ROD BUILT-UP POST(WHEN NOTED ON WALL LAYOUT)
(SEE DETAIL"C"ON SHEET SD-3) NAIL EACH PLY WITH 0.131"x 3 Ya"
NAILS @ 6-O.C.STAGGERED o
DETAIL-TYPICAL WALL FRAMING CONDITIONS
SD-5
3
m
v`
12"MAX.
"l
A
N
,m
L
INSTALL MSTA24 STRAP
LOOPED OVER DOUBLE
INSTALL DSP CLIP @ 32-O.C. PLATE.NAIL TO CRIPPLE ON
MAXIMUM SPACING (U.O.N.) EACH SIDE WITH(6)
CLIENT:
.131'x 1 Y"NAILS. 3 BUCKY DAVIS
DOUBLE PLATE
STRAP CRIPPLE
JACKS AND KING STUDS PROJECT:
(AS NOTED) TO HEADER WITH 30 PARADISE PRESERVE
tLSTA18 STRAP
HEADER(AS NOTED) (741 PARADISE LANE)
2x_BLOCKING(TYPICAL) g JOB NUMBER: COUNTY:
15-116DUVAL
(3)0.131"x 3 X"TOENAILS ATEACH END II------II------II
1" SCALE:
THREADED — ——— ———Ti— F_ — T-1 TI——— �1— - THREADED PICAL
X8" =1'4r (U.O.N.)
NAYIL EA
SILL PLY TO KING STUD ROD ASSEMBLY I I I I I i ROD ASSEMBLY DO NOT SCALE THIS DRAWING
WITH(3)0.131"x 3 Y"NAILS-TOENAIL I I I I I I I I I I RELEASE DATE:
OR ENDNAIL(TYPICAL) NOTE: I I I I I NOTE: z
08-27-15
BEVEL BLOCKING AS REQUIRED FOR MINIM M 1 THREADED ROD ASSEMBLY i i i i i i i i THREADED ROD ASSEMBLY REVISIONS:
NOT REQUIRED AT GARAGE l I I I I I I I I i L I NOT REQUIRED AT GARAGE
Y NAIL PENETRATION INTO MAIN FRAMING DOOR OPENINGS(U.O.N.) I I I I l I I I DOOR OPENINGS(U.O.N.)
MEMBERS.(TYPICAL)
(2)2x_SILL ii II ii II it n DRAWN BY: CMF
It
It It It 0
SHEATHING MAY CANTILEVER UP TO 2" ANCHOR AS REQUIRED ANCHOR AS REQUIRED CHECKED BY: FSS
MAXIMUM PAST SUPPORTS.ALL wlNDow FLUSH HEADER CONDITION DROPPED HEADER CONDITION TITLE:
ATTACHMENTS MUST BE ANCHORED INTO 2_ FRAMING DETAILS
MEMBERS.
m SHEET 3 of 3
M DETAIL-TYPICAL ARCH TOP OPENING N DETAIL-DOUBLE PLATE STRAPPING OVER WIDE OPENINGS z_ SHEET:
SD-5SD-5 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD-5
J
J1
r
END VERTICAL BRACING REQUIREMENTS LAST TRUSS IN ROW REQUIRING BRACING ULSBERG
NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS
BRITTLE FINISH FLEXIBLE FINISH 2x4 BLOCKING-TOENAIL OR ENDNAIL HENGMERING, INC.
EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING 11481 OLD ST.. STINE RD.,SUITE#202
BRACING 16"O.C. 24"O.C.
16"0. 24"O.C. (3)NAILS JACKSON ILLE,FL 32258
NONE REQUIRED 0"TO 53" 0"TO 47" 0"TO 7" 0"TO 59" i NAIL DIAGONAL BRACE TO INTERMEDIATE P-904.886.2 1 F 904.260.4367
Q ROOF SHEATHING WEBS WITH(2)NAILS jhuIsen @q�llsoath.net
W
2x4 L-BRACE 54"TO 114" 48"TO 99" 68"TO 45" 60"To 126" 2x4 SPF No.2 DIAGONAL BRACE a FLORIDA .A/NUMBER:25846
ROOF TRUSS(BY OTHERS)WITH (TYPICAL AT EACH END OF E
2x6 L-BRACE 115"TO 182" 100"T0158" 146"T 232" 127"TO 201" BRACE(IF REQUIRED) CONTINUOUS LATERAL BRACING) o
NOTE:
I I I TO REPLACE(1)ROW OF LATERAL BRACING NAIL DIAGONAL BRACE TO TRUSS a
BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER I•I
FLEXIBLE FINISHES ARE WOOD SIDING, RDI-PANEL, I I I INSTALL 2x4 No.2 SYP T-BRACE NAILED TO WEB WITH(3)NAILS 3 ``��,���� S S.,!
BRICK VENEER,ETC. EACH PLY OF TRUSS WEB AT 6"O.C.WITH o a •``' M
I I h CONTINUOUS LATERAL BRACE(QUANTITY
RAl ED ROOF SHEATHING - I I - m • •
a <; I I <; 0.131"x 3"NAILS TO REPLACE(2)ROWS OF AND LOCATION DEFINED BY TRUSS SHOP • �C E � '
2x L-BRACE NAILED TO I I LATERALBRACING INSTALL 2x6 No.2 SYP �, `> DRAWING.)
VERTICAL WEB WITH I'I T-BRACE NAILED TO EACH PLY OF TRUSS < ; < '_ "
0.1 1"x 3"NAILS @ 6"O.C. -------- I -------L--- WEB WITH 0.131"x 3"NAILS @ 6"O.C.
NAIL CONTINUOUS LATERAL BRACE TO o IVO.50791
I EACH TRUSS WEB WITH(2)NAILS
; z
VERTICAL WEB IN GABLE - ---- -----------
ROOF TRUSSES(BY OTHERS)
= EN TRUSS i •� Sw :•
NOTES: 1±�0, S.SIMPPS0 ,�E
2x LOOKOUTS AT 48„O.C. ti,►
(3)TRUSSES M IMUM 1) CONTINUOUS LATERAL BRACES SHALL BE 1x4 '•F •”
No.3 SYP OR 2x4 No.2 SPF OR BETTER(U.O.N.) "'• �•'•
w NOTE: FOR CONTINU S LATERAL BR CE H COMMEN "
> 16"OR 24"O.C. - T-BRACING TO BE USED WHEN CONTINUOUS
z
SPACING(SEE TABLE) LATERAL BRACING IS IMPRACTICAL. `!
w 2) ALL NAILS SHOWN SHALL BE 0.131"x 3"NAILS
(U.O.N.)
A DETAIL-TYPICAL VERTICAL BRACING AT GABLE END
B SECTION-TYPICAL T-BRACE DETAIL-TYPICAL LATERAL TRUSS BRACING
SD-6 SD-6 3
E
SD-6
w
s
(3)0.'f31"x 3Ya"TOENAILS
2x4 SYP BLOCKING BETWEEN H2.5A AT EACH LOOKOUT NAIL BRACE TO BLOCKING WITH(5)0.131"x 3 Ya"NAILS AT EACH LOOKOUT TO NUT&3"x 3"x Ya"WASHER `
LOOKOUTS TOP CHORD OF TRUSS. (SEE THREADED ROD ASSEMBLY DETAILS.)
EXTERIOR SHEATHING SHALL 2x4 LOOKOUTS 48"O.C.FOR 2x6 BLOCKING BETWEEN TRUSSES WITH
BE NAILED TO BOTTOM CHORD OVERHANG 2x4 BLOCKING 12"LONG 2x_SCAB(MATCH BOTTOM CHORD)WITH Y" s
OF TRUSS WITH / ROOF SHEATHI G(AS NOTED) (3)0.131"x 3Ya"NAILS EACH END REQUIRED BETWEEN SPACERS-NAIL w/(3)0.131"x 3"NAILS
0.131"x 2Y,"NAILS @ 6-O.C. ROOF SHEATHING(AS NOTED) LOOKOUTS
(U.O.N.ON WALL LAYOUT) — BOTTOM CHORD OF GABLE END TRUSS
2x_BARGE RAFTER
BALLOON FRAMED STUDS THREADED ROD ASSEMBLY
(AS NOTED)
/ IIII ����S�\ II I I FASCIA(BY OTHERS)
SINGLE PLATE IL TO TRUSS 2x4 LOOKOUTS @ 48"
O.C. SECTION A-A
2x4 LOOKOUTS @ 48"O.C.
BOWITH 0.131"x 3 Y4" FOR OVERHANG
ILS @ 6 O.0
H3 CLIP OR EQUAL AT EACH H2.5A AT EACH LOOKOUT a
II II ��� II II LOOKOUT
II II �
I GABLE END TRUSS(DROP GABLE) ROOF SHEATHING(AS NOTED)
2x6 BRACE SPACED @ 48"O.C. CLIENT:
UNLESS OTHERWISE NOTED TOP CHORD OF GABLE END BUCKY DAVIS
D DETAIL-BALLOON FRAMED GABLE END LOW CEILING VAL LT I I I I I I ON ROOF LAYOUT. TRUSS N
sD-6 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN% OF EXTERIC R ROOF PITCH I I I I I I \ ADD 2x4 T-BRACE NAILED @ 6"O.C. VERTICAL WEB OF GABLE END t PROJECT:
I I I I I WITH 0.131"x 2%"NAILS IF BRACE TRUSS 30 PARADISE PRESERVE
H2.5A AT EACH L OKOUT I I I I \ LENGTH EXCEEDS 9'-0".
(741 PARADISE LANE)
2x4 LOOKOUTS 48"O.C.FORI( I I I 4, I I NUT&3"x 3"x Y"WASHER
OVERHANG d` I �� t JOB NUMBER:1&1161 COUNTY:
DLJVAL
/ ROOF SHEATHING;(AS NOTED) A 12"LONG SCAB scALE:
2x4 SYP BLOCKING BETWEEN / (MATCH BOTTOM CHORD)
" DO NOT SCALE THIS DRAWING
LOOKOUTS _ WITH Y `
SPACERS
iRELEASE DATE:
BALLOON FRAMED STUDS \ \ 08-27-15
MM (AS NOTED) SEE DETAIL"G"ON SD-6 REVISIONS:
yh NyeGBC CLIP-(2)REQUIRED AT EACH BRACE BOTTOM CHORD OF GABLE t
DOUBLE PLATE r GYPSUM BOARD CEILING END TRUSS
TOENAIL BOTTOM CHORD OF
INTERIOR VAULT `
EXTERIOR SHEATHING SHALL BE TRUSS TO DOUBLE PLATE WITH (2)2x_DOUBLE PLATE DRAWN BY: CMF
0.131'x 3 'NAILS @ 8"O.C.
NAILED TO UPPERPLY OF THREADED ROD ASSEMBLY
DOUBLE PLATE WITH 2x4 DRYWALL BACKING INSTALLED NOTE: CHECKED BY: FSS
\ ALL MEMBERS SHALL BE#2 SYP. 2x—STUDS TITLE;
0.131"x 2Y"NAIL @ 6-O.C. CONTINUOUSLY BETWEEN BRACES f
— — TRUSS BRACING AND
(U.O.N.ON WALL POUT)
—� GABLE DETAILS
E DETAIL-BALLOON FRAMED GABLE END HIGH CEILING VA LT F SECTION-GABLE END DIAGONAL BRACING G SECTION-PLATFORM FRAMED GABLE END - SHEET:
sD-6 INTERIOR CEILING PITCH EXCEEDS Y2 OF EXTERIOR ROOF PITCH SD-6 THREADED ROD NOT SHOWN FOR CLARITY sD-6 0 SD-6
L
r
INSTALL SPH_CLIPS AT 32"O.C.AT DOUBLE ULSBERG
NOTE: _ PLATE HENGINEERING, INC.
ATTACH DOUBLE PLATE TO STUD PER _-
11481 OLD ST.AUGUSTINE RD.,SUITE#202
DETAIL"G"ON SD-7 ALTERNATE:MSTA24 STRAP LOOPED OVER
DOUBLE PLATE NAILED WITH(6)10d x 1 Y"NAILS JACKSONVILLE,FL..32258
-- EXTERIOR BEAM(AS NOTED) INTO EACH SIDE OF STUD P:9�$$ 401 F:964.260.4367
UPPER LEVEL STUDm jtulsegg@beNsouth.net
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21
CS16 STRAP(CUT TO LENGTH)FROM UPPER DOUBLE PLATE UPPER LEVEL STUD FLORIDAO.A.DUMBER:25846
STUD TO BEAM BELOW @ 32-O.C.(U.O.N.). CS16 STRAP(CUT TO LENGTH)FROM UPPER g
/ NAIL INTO UPPER STUD WITH(11)10d AND NAIL NOTCH BEAM AS REQUIRED TO STUD TO HEADER BELOW @ 32-O.C.(U.O.N.). 5 ,"
/ 1 INTO BEAM WITH(11)10d NAILS. FIT BENEATH DOUBLE PLATE NAIL INTO UPPER STUD WITH(11)10d AND NAIL i
/ INTO HEADER WITH(11)10d NAILS.
BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE ���►��""`"""'t'"� wq
BEAM BEARS ON(2)2x_JACKS
BEGIN NAILING 1"MINIMUM BELOW TOP OF (TYPICAL-U.O.N.)
1 BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE �.```��•tO• ;.. `��/J��''�•,,��
BEAM CONDITION: NAILING NOT REQUIRED BETWEEN UPPER SILL •�\� 5�•.�0
(NOTCHED BEAM) PLATE AND LOWER DOUBLE PLATE. -8 •��i
BEAM(AS NOTED) NOS.50791
FLOOR SYSTEM(AS NOTED)
DETAIL-UPPER LEVEL STUD OVER BEAM - PLLAGTE NAILING 1"MINIMUM BELOW DOUBLE _ STATS, F15
SD 7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED ` o .a . FLOYD . IMPS
ON 1
-_-_ DOUBLE PLATE _
NAIL SHEATHING TO DOUBLE PLATE WITH
W F 0.131"x 2 Y2"NAILS 6"O.C. LOWER LEVEL HEADER(AS NOTED) 141
MONOLITHIC FOUNDATION-EXTERIOR
(2)
LLSHEATHING ALONG BOTTOM OF HEADER @ 3"O.C. !!!lllAllllhl
%"x 6"TITEN HD SCREW ANCHOR
or 8"x 6"SCREW ANCHOR BY HURRI-BOLT,INC. INSTALL DSP CLIPS @ 24"O.C.OR
or Y8"THREADED ROD SET 4 Y"INTO ADHESIVE SPH_@ 32"O.C.
EXTERIOR BEAM(AS NOTED) G DETAIL-CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW
STEMWALL FOUNDATION-EXTERIOR DOUBLE PLATE SD-7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED
Y"THREADED ROD SET 7"INTO ADHESIVE
BEAM INSTALLED BENEATH DOUBLE PLATE
W
INTERIOR APPLICATIONS- BEAM BEARS ON(2)2x_JACKS
IF EDGE DISTANCE EXCEEDS 5" (TYPICAL-U.O.N.) Metal Connector Fastening Schedule L
USE MONOLITHIC CONDITION CONDITION: 2 SI son ID USP ID Uplift Ca adobs) Fasteners Anchorage U.O.N.
IA35 MPA1 nla (12)0.131"x 1/2' nla
(DROPPED BEAM) ABL144-Z PAU44-TZ 2200(SYP) (12)0.162"x 2Y2'or(12)0.162'x 31/2' 518"wf 7'embed
ABU66-Z PAU66-TZ 2300(SYP) (12)0-162"x 2Y2'or(12)0.162"x 31/2 518"wf 7'embed
DETAIL-TYPICAL D72-Z INSTALLATION E DETAIL-EXTERIOR BEAM TO WALL CONNECTION CS16 RSPT 1705(YYP r SPF) (11)0 18"x 3"in each and-(22)total n1a
B DSR RSPT6 2 775{SYP or SPF} (8)0.148"x 1%"into studs n1a
(6)0 148"x 1'�"into double plate
SD-7 (USP DTB-TZ SIMILAR) SD-71 DTT2Z DTB-TZ 2145(SYP)1835(SPF) (8)V x 1Y."SIDS Y2"wi 43/2"embed(mono)and 7'embed(stem
GBC HC520 n1a (5)0.131"x 11/2"into gable brace n1a °
(7)0.131"x 21/2"into double plate m
MONOLITHIC FOUNDATION-EXTERIOR H2.5A ma:use RT7 600(SYP) (5)0.131."x 21h"in each end-(10)total n1a
Y"x 12"TITEN HD SCREW ANCHOR H2.5T nla:use RT7 545(SYP or SPF) (5)0.131"x 1'/2"in each end-(10)total nla
r ALTERNATE ANCHOR: H3 RT3A 455(SYP) (4)0.131"x 2'/2"in each end-(8)total nla y
or%"THREADED ROD SET 7"INTO ADHESIVE H6 LFTA6 950(SYP)820(SPF) (8)0.131"x 2/2"in each end-(15)total nla
Y"x 6"TITEN HID H8 RT8A 745(SYP) (5)0 148"x 1''A"in each end-(10)total nfa
/-EXTERIOR BEAMMECHANICALLY GALVANIZED
'/d
STEMWALL FOUNDATION-EXTERIOR BEAM (MECHANICALLY HDoB n1a:use UPHD8 7630(SYP)5495(SPF) (2o) "x 3'SDS 718"w1 15"embed(SET epoxy only)
(AS NOTED) WITH 2"xXV WASHER HDU5 PHD5 5645(SYP)4065(SPF) (14)IV x 2'12'SDS 518"w1 7'embed(mono)and 12"embed(stem
THREADED ROD SET 12"INTO ADHESIVE H6 CLIP FROM Hous PHD6 6970(SYP)5020(SPF) (20)'1.'x 3'SDS 718"wf 15"embed(SET epoxy only)
HETA16 HTA16 1810(SYP) (10)0.148"x 1Y2' 4'embed CLIENT:
INTERIOR APPLICATIONS- POST TO BEAM HTS20,HTS24 or HTS30 H1W20,HTW24 or HTN130 1450(SYP)1245(SPF) (10)0.148"x 3"in each end-(20)total n1a BUCKY DAVIS
HTSM16 or HTSM20 HTVVM16 or HTWM20 1175(SYP) (8)0.148"x 3'into wood n1a 2
IF EDGE DISTANCE EXCEEDS 5"USE LAP BEAM PLIES AND (4)1/.'x 2%"Titen into CMU
m
1
(4)Y4"x 12"TITEN HD SCREW ANCHOR NAIL AS SHOWN-(5) 1 "
% Titen into concrete
HTT4 HTT4 4235(SYP) 3640(SPF) {18)0.162"x 2'/2" 518"w!7'embed(mono)and 12"embed(stem .L PROJECT:
Or�"x 8"TITEN HD SCREW ANCHOR 0.131"x 3 Y4"NAILS PER PLY HTrs HTTs 5090(SY P) 4375(SPF) (26)0.162"x 2Y2' 518"w1 7'embed(mono)and 12"embed(stem " 30 PARADISE PRESERVE
or Y8"THREADED ROD SET 6"INTO ADHESIVE - LTP4 MP4F nfa (12)0.131"x 1Y2` n1a
PT POST(AS NOTED) LSTA18 LSTA18 1235(SYP)1110(SPF) (7)0.148"x 3'in each end-(14)total n1a (741 PARADISE LANE)
DETAIL-TYPICAL HTTS INSTALLATION LTS12 LTW12 775(SYP)665(SPF) (6)0.148"x 3'in each end-(12)total nla
H6 CLIP FROM POST I MSTA24 MSTA24 1640(SYP)1455(SPF) (9)0 148"x 3'in each end-(18)total nla s JOB NUMBER: COUNTY;
USP PHD5 SIMILAR 15.1161 DUVAL
IMSTAM24 MSTAM24 1500(SYP or SPF) (9)0
SD-7 148"x 3'into wood nfa
{ ) TO BEAM PT POST(AS NOTED) (5)V,x 2Y.'Titen into CMU SCALE:
EXTERIOR BEAM I _ (5)V z 1'/.'Titen into concrete _ _ R $�� =1'-0"(U.O.N.)
ABU POST BASE MSTA30 MSTA30 2050(SYP)1820(SPF) (11)0.148"x 3"in each end-(22)total nfa
(AS NOTED) NOTED MSTA36 MSTA36 2050(SY P or SPF) (13)0.148"x 3"in each end-(26)total nla DO NOT SCALE THIS DRAWING
AS
MONOLITHIC FOUNDATION-EXTERIOR ( NOTED)
MSTAM36 1870(SYP or SPF) (13)0-148")(3'into wood nIa A RELEASE DATE:
X" 9
THREADED ROD SET 15"INTO ADHESIVE T •O %"THREADED ROD (8)1/4'x 2%'Titen into CMU 08.27-15
T
PLAN VIEW AT TOP OF POST WITH NUT SET IN (8)�Y.x I%'Titen into concrete 0 REVISIONS:
STEMWALL FOUNDATION-EXTERIOR .o ADHESIVE
MTS12 or MTS20 MTW 12 or MTW20 1000(SYP)860(SPF) (7)0.148"x 3'in each end-(14)total nla
MTSM16 or MTSM20 HTWM16 or HTWM20 860(SYP) (7)0.148"x 3'into wood nla r
THREADED ROD SET 15"INTO ADHESIVE --- (7"EMBEDMENT) (4)Ya x 2'/a"Titen into CMU
a (4)Y4 x 11V Titen into concrete
INTERIOR APPLICATIONS- \ a" PA51 TA51 3685(SYP or SPF) (21)0.162"x 2Y2'or(21)0.162'x 3Y2' 4'embed DRAWN BY:
° SPH4 or SPH6 SPTH4 or SPTH6 680(SYP)585(SPF) (12)0.148"x 11/2' We ,Z CMF
IF EDGE DISTANCE EXCEEDS 5"USE a ° " "
\ n i i a a ° / SSP RSPT6 350(SYP or SPF} (4)0 148"x 1 into studs n1a CHECKED BY:
%"THREADED ROD SET 8"INTO ADHESIVE a (3))0 14°" 13'into double plate FSS
STHD14 STAD14 4430(SYP or SPF} {38)0 148"x 3/. 14'embed TITLE:
Notes. METAL CONNECTOR
SIDE VIEW AT BASE OF POST 1 All connectors are manufactured by Simpson Strong-Tie or USP Structural Connectors(U.O.N.) DETAILS
2.DETAIL-TYPICAL HDU8 INSTALLATION F DETAIL-TYPICAL CONNECTIONS AT EXTERIOR POST 3 Mono=Southern
onol thiel oncret:s epmUCemaeonryr stemvrell or bond beam....._. SHEET:
SD-7 (USP PHD6 SIMILAR) SD 7 4.Anchorage refers to threaded anchors with noted diameters and embedment depths "'
L
g SD-7
r
TRUSS
NSULSBERG
HENGINEEFNG, INC.
ZOO
11481 OLD ST.AUGUSTINE RD.,SUITE#202
J. ONVILLE,FL.32258
9 I F:904.8 6.24 904.260.4367
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jh seng@bellsouth.net
OPTIMAL 22%° w
qFLORI A C.A.NUMBER:25846
pp
pppOp0 Op G
It pp app mp \ 10� 0 -
Opo pO�ppO�pOq \ ^ - E
pQpp Opp mpp p0 O
30'
/
ppoppOO pgp0 q \ � N
p ( 1 E
TYPICAL SDWC SCREW TRUSS BEARING ON
"A"ON SD-7a OR EDGE GRAIN N .''' O rJt S//� ''�•,
"B"ON SD-7a SDWC SCREW IS ¢���� . �•'""•
" ACCEPTABLE 4 'EN." '
MAX.
\ 1 TRUSS TO TOP PLATE SHOWN BEARING WALL 3 NO.50791
(RAFTER TO TOP PLATE SIMILAR) a
SDWC15600 EDGE GRAIN BEARING CONDITION =3 �* L MPS �
• , S T L Q@y 15 ,� r
NOTE: $�^S'f
UTILIZE METAL INSTALLATION GUIDE TOOL
PROVIDED BY MANUFACTURER. S%;f r e 10,6
A DETAIL-STANDARD SDWC ROOF TO WALL INSTALLATION TRuss � N��
SD-7a (TRUSS ALIGNED WITH STUD)
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ONLY CLIPS ARE ALLOWED TRUSS BEARING ON
WITH THIS CONDITION END GRAIN
®000p (NO SDWC SCREWS) (EXTENDED VERTICAL)
pq pp Op
p Qoppooggom q SDWC SCREW IS NOT
oogpoopo®o om0 ACCEPTABLE
pp00 gOpgO qQ `N
p Opgpq m -
BEARING WALL
R
END GRAIN BEARING CONDITION
W
TRUSS TO TOP PLATE SHOWN D DETAIL-SDWC AT EDGE 1 END GRAIN CONDITIONS
(RAFTER TO TOP PLATE SIMILAR)
SD-7a N
1"MIN MIN 2
SDWC15600 =DO NOT INSTALL SDWC IN
HATCHED AREA a CLIENT:
B DETAIL-STANDARD SDWC ROOF TO WALL INSTALLATION NO INSTALL SDWC SCREW SO THAT FASTENER HEAD IS FULLY COUNTERSUNK BUCKY DAVIS
SD 7a (TRUSS OFFSET FROM STUD) INTO THE DOUBLE PLATE(±8"}.
PROJECT:
2. VERIFY THAT THE ENTIRE SHANK OF THE SDWC SCREW IS INSTALLED INTO s 30 PARADISE PRESERVE
A WOOD MEMBER. (741 PARADISE LANE)
TRUSS(RAFTER SIMILAR) JOB NUMBER: COUNTY:
3. SCREWS ARE SHOWN INSTALLED ON THE INTERIOR SIDE OF THE WALL. r15,1161 lQLjVAL
INSTALLATIONS ON THE EXTERIOR SIDE OF THE WALL ARE ACCEPTABLE SCALE:
%"MINIMUM EDGE DISTANCE WHEN THE RAFTER OR TRUSS OVERHANGS THE TOP PLATE A MINIMUM OF o g =1 '-O"(U.0.11.)
(WITH OR WITHOUT A PLATE SPLICE) 3 1, E DO NOT SCALE THIS DRAWING
2 RELEASE DATE:
4. TYPICAL HURRICANE CLIPS(PER TRUSS CONNECTOR SCHEDULE)SHALL REvlsloNs: 08-27-15
BE USED TO REPLACE MIS-INSTALLED SCREWS AND/OR SCREW
INSTALLATIONS WITH WOOD SPLITTING. REMOVE SCREWS BEFORE
IIINSTALLING CLIPS.
OFFSET 1/"FROM SPLICE MAYW DRAWN BY. CMF
TOP PLATE BE IN UPPER 5. ATTACHMENT THROUGH END GRAIN VERTICAL IS NOT ALLOWED.
SPLICE FOR FULL OR LOWER CHECKED BY: FSS
VALUES TITLE:
PLATE
SIMPSON SDWC TRUSS
DETAIL-SDWC MINIMUM EDGE DISTANCE W
ANCHOR SYSTEM
SHEET:
SD-7a
SD-7a
L J
4
r
ULSBERG
ENGINEERING, INC.
DOUBLE PLATE 11481 OLD ST.AUGUSTINE-RD.,SUITE#202
JACNVILLE;FL.32258
P;;904.886 401,:x:904.260.4367
LZ
jhul ng uth.net
FLORIDACA.NUMBER:25846
e ,
0
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0 0 0
3
0 ° HEADER(AS NOTED)MAY BE RAISED TO BOTTOM a .+►►""""'""""`'"w,,,
OF DOUBLE PLATE-MINIMUM(3)2x4 REQUIRED AT Q
TOP OF OPENING WITH RAISED HEADER. 1
;•'�F ••• ••''•s
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0 0 0 .§
0 0
a No.50791
FASTEN SHEATHING TO HEADER ° ° ° = * * _,68 2�
IN 3"GRID PATTERN AND FASTEN • o FLOYD S.SIM�SON, E
(2)MSTA30 STRAPS -8 -
SHEATHING TO ALL FRAMING @ 3"O.C. ° ° = 1 Co ENTS: •
STATE CSE Na' 91
NOTE:SHEATHING ONLY SHOWN FOR •' '�
USE 0.131"x 2)/2"NAILS AT ALL LOCATIONS(U.O.N.) ° ° '••:r g:�Y +�
NARROW WALL SECTION.
REMAINING SHEATHING NOT iUNAA
FASTEN PLATE TO HEADER ° O ° SHOWN FOR CLARITY.
d
w/(2)ROWS OF 0.131"x 3 Y4"@ 3"O.C. ° ° MINIMUM(3)STUDS E
o ° ° `o
E
MINIMUM(3)STUDS °
o ° o
O O O O
3
O O O O O R
0
0
MINIMUM 16' °
RATED SHEATHING °
'pl° o0 0 `m
NAIL BLOCKING TOGETHER
R
W/(3)EVENLY SPACED
0.131"x3Y"
O o o
STHD14 EMBEDDED STRAP
(OR HTT5 IF NOTED) ° O CLIENT:
BUCKY DAVIS
m
EPDXIED ANCHOR BOLT ° ° STHD14 EMBEDDED STRAP = PROJECT:
wl(7)MIN.EMBEDMENT w/ ° ° (OR HTT5 IF NOTED) 30 PARADISE PRESERVE
MINIMUM 2"x 2"x%6" ° ° (741 PARADISE LANE)
PLATE WASHER ° o o JOB NUMBER:15.1161 COUNTY:
DUVAL
0 0sy 0 0 $ SCALE:
CONCRETE FOOTING �" =1'-0"(U.O.N.)
E
° PER FOUNDATION PLAN l E DO NOT SCALE THIS DRAWING
Q a RELEASE DATE:
08-27-15
I' REVISIONS:
a a r
a
a Q m
DRAWN BY:
CMF
a a CHECKED BY: FSS
TITLE:
m
APA WALL DETAIL
m
A DETAIL-NARROW WALL METHOD DETAIL SHEET:
SD8 o S D_8
0
L