731 Paradise Ln engineering DESIGN SPECIFICATIONS: GENERAL NOTES: n UL Y BERG
g, All concrete slabs on grade shall be the thickness as indicated on the drawings over t`J'
Project has been designed in accordance with the 5th Edition(2014) Florida Building. 1 Thescope 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, HENGINEEPJNG, INC.
and flashing requirements are not addressed in these plans.. or fibermesh reinforcement shall be used with a minimum fiber length of 't0 2" 11481 OLD ST.AUGUSTINE RD,SUITE#202
DESIGN CRITERIA: complying with ASTM.0 1116. The dosage amount shall be 0.75 to 1.5 pounds per JACKSONVILLE,FL.32258
- 2. It is the intent of the Engineer of Record(Engineer)that this work be performed in cubic yard in accordance with manufacturers recommendations. iff P:904.886.24911:904.260.4367
Wind Design Method ASCE 7-10. conformance with all requirements of the authorities having jurisdictionover this type - jnuiseng(alYbellsoum.net
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 FLORIDA C.A.NUM 825846
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
-Building Classification: Residential contractor's sole responsibility to determine the procedure,sequence,and temporary with termite poison before slab is placed. E
9 Type: Type bracing as to insure the safety of the building and its component parts during
Buildin T e: T e V Construction
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
compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density o°� ` ••"•* •' •. ��0�;
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 ASTM D1557 for a depth of at least two feet 2'-0" below the bottom of the footing.
P 1 P y ( ) p ( )
owner and/or contractor. Examples of such items include,but shall not be limited o, commenting work.
determination of grade elevations,drainage features,and special requirements 11. The following minimum concrete cover shall be provided for reinforcement: _ No. 1 c
associated with FEMA flood hazard and/or DEP zones. : 5. The contractor shalt supply,locate,and build into the work all Inserts,anchors,angles, 3" Concrete cast against and permanently exposed to earth =
plates,openings,sleeves,hangers,slab depressions,or other components as may be 2" Concrete exposed to earth or weather
required to attach and accommodate other work. 1 %'Concrete exposed to earth or weather - a O 7-i6-J5 _.
DESIGN DEAD LOADS: P '0 LOVS.SlhlFi NVbE
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
��a 7
The design floor dead load of 12 psf assumes a floor system utilizing wood deckin or and shall be construed to apply to any similar situation elsewhere in the work except minimum lengths: AAi��'rr'
where indicated otherwise. •• 1tl � `
wood subflooring over wood truss,wood I-joist,or solid sawn lumber framing. Th floor #4 bars: 21"minimum - `t9f1Ai pgrlpt.
covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer shall Ire - #5 bars: 26"minimum m
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
Roofs: drawings and any drawings prepared by.others prior to commencing work. 13. Reinforcement in footings shall be bent around corners or comer bars shall be used.
Metal or Shingle:. 10 psf(Rafters)7 psf(Wood Truss) _
Concrete or.Clay Tile:. 15 psf 8. It is the owners and/or contractor's responsibility to obtain a.soils exploration report. 14. The contractor shall provide spacers,chairs,bolsters,etc.,necessary to support t
t f the -
The design of projecstructure assumes an allowable soil bearing capacity owae g: pty of
. Refer to Architectural Plans for Roof Covering System reinforcing steel.Support items which bear on exposed concrete surfaces shall have E
2000 psf. The Engineer shall be notified if soil conditions encountered differ from the ends which are plastic tipped or stainless.steel. _ A
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: g
Exterior Decks: 40 psf CONCRETE:
Stairs: 40 psf(or 300 Ib point load) 1 All masonry work shall be in accordance with"Building Code Requirements for P
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 m
All Other Areas: 40 psf Structural Concrete;"ACI 318-11,and"Specification for Structural Concrete,"ACI 301. 530.1-11
2. All concrete shall have the following minimum compressive strength at 28 days: 2. Grout shalt conform to with minimum 28 da compressive strength of F
Attics: Y P g
b
as on rade,footings,and misc.concrete: fc=2500 si
Without Storage: 10 psf Sl9 g P 2000 psi per ASTM C1019.Grout shall be mixed to provide a slump between 8"to 11".
With Limited Storage: 20 psf Structural slabs,walls,beams and columns: fc=3000psi v
Designated radon zones only-all concrete: fc=3000psi. 3: Mortar shall conform to ASTM C270and be Type M or S. Type N mortar may be used `
With Storage: 30 psf(fixed stair access) yp yP y
2
in bock veneer.
Roofs:
3. Cement shall conform to"Specification for Portland Cement'.(ASTM C150) s
Less than 4:12 slope: 20 psf 4. The contractor shall be responsible for the design and installation:of all flashing. 9
4:12 slope or greater: 16 psf 4.. Aggregate shall conform to"Specification for Concrete Aggregates'(ASTM C33) a CLIENT:
Concrete Masonry(CMU): a BUCKY DAMS
DEFLECTION CRITERIA: 5. Water shall be clean anis free of injurious amounts of oil,:acids,alkalis,salts organic. - _ = SPRINGFIELD BUILDERS,LLC
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
z
Walls - Concrete Masonry Units,normal weight,with a minimum compressive strength of �' PROJECT:
Windloads with plaster or stucco finish: 1_/360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the ,1900 psi(fm=1500 psi). `Carpenter-Kenney Residence
. - s
Wind loads with other brittle finishes 1_/240 structural drawings.All reinforcing details shall conform to"Details and Detailing of - 731 PARADISE LANE
Wind loads with flexible finishes: U120 or L/1 S0* Concrete Reinforcement;"ACI 315,unless detailed otherwise on structural_ 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following ;° JpE NUMBER: couNTY,
*U180 for exterior walls with interior gypsum board finish. drawings. : minimum lengths. SCALE. DUVAL
#4 b -
Floors: 5 ars: 20 minimum 8 %' -0,"(U.O.N.)
Live Load: i/480* 7 Tolerances for foundation and slab alignment as well as placement of reinforcement #5bars: 25'minimum FILECQ'�Y. 1E
e
Total Load: U #6 bars: 30"minimum DO NOT SCALE THIS DRAWING
240* - shall be in accordance with"Standard Tolerances for Concrete Construction and a
*Increased floor stiffness may be required by floor covering manufacturer Materials,"ACI 117. Footing or slab edges may be upto1/2"inside of the sill plate. _ RELEASE DATE
07-16-15
_
3. Grout all cells containing vertical reinforcement in 5'-0"maximum lifts. REVISIONS:
Roofs:
Live Load: L/240 _ - 4. Provide cleanouts per ACI 530.1-11 in thes
bbottom�ccoourrssee+of masonry when the wall e
Total Load: L/180 : _ height exceeds 5'-0"P"EW'W FOR Wvr<.COMPUMCE -
DRAWN BY DJM
5. Beam reinforcement shall beCt f'�'1�0OP 1Nf10SBOAGH CHECKED BY:
SEE PERMITS FOR ADMIONAt MJB-FSS
TITLE:
IXGUMONATSAND IONS m GENERAL NOTES
AEYIEWEO ST ► SHEET 1 of 2
-7`15 '
SHEET
® S-1
Clay Masonry(Brick): 13.Fasten plies of 1'1%"wide engineered lumber as follows: WINDOW,DOOR AND SOFFIT PRESSURES: - T D
2-ply beams with(3)rows of 0.131"x3 I/V nails @ 12"o.c. T TL L S j7ERG
1. Brick shall Conform to ASTM C62,C216,or C652 for Building.Brick,Facing 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 INC.
Hollow Brick,respectively. Grade SW shall lie used. 4-ply beams with(2) rows of Simpson B'/."long SDW screws @ 12"o.c. pressures indicated below and shall be installed in accordance with the manufacturer's HENGMERING,
requirements. 11481 OLD ST.AUGUSTINE RD.,SUITE A 202
2, Bock veneer shall be anchored with approved ties spaced:no more than 16"o.c. STRUCTURAL STEEL: e JACKSONVILLE,FL.22258
vertical and 16"o.c. horizontal. Additional ties shall be provided around all wall
- a P:904,Ha6,2s01 Fr 904.260A367
rulseng@bellsouthoet
.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 FLORIDA C.A.NO Eft 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 wire and shall b.Structural steel shapes,plates: ASTM A36
have a hook embedded in the mortar joint. Sheet metal ties shall not be less thar No. c.Structural steel pipe: ASTM A53 or A501 WIND PRESSURES ON WINDOWS, DOORS &
22 gage by 7/8"corrugated and fastened with 1 3W galvanized roofing nails. d.Structural steel tubing: ASTM A500
•,..
SOFFITS (psf) ,..
Adjustable or strand wire veneer ties shall be used at CMU walls. a `•",eoo•Q CJ. .
2. All structural steel connections and fabrications shall comply with AISC specifications. �, y s
4. Unless otherwise noted on the plans a steel angle L4x4xl/4 shall be used for AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE (4) :'•�G •N %Q
supporting bock veneer over openings. This angle will not be required for arched 3. Steel shop drawings shall beprovided to the Engineer for approval prior to fabrication. a�
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 %"x 3"lag screws @ 2" 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes _ .50791 L o
1 „
o.c.or Simpson x 3"SIDS screws @ 12"o.c: shall not be used 0 to 20 sf 25.0 -33.5 25.0 -27.120.1 to.50 sf 24.0 - -31.2 24.0 -26.1
c���QQ7,r-.�76-15 C =
WOOD FRAMING: 5. Bolts shall be installed to the"snug-tight"condition-u.o.n. 50:1 to 100 sf 22.5 -28.2 22.5 -24.6
S. ATLrdyE&IMP$0 _
100.1 to 200 sf 21.2 -26.1 21.2 -23.3 FLP -NoA
1. All wood framing has been designed in accordance with"National Design Specifi ration 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior 200.1 to 500 sf 20.1 -23.7 20.1 -22.3 •S ••rw:urNr'ft � ``
(NDS)for Wood Construction;'2005.edition. to painting,steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning". Soffit Design Pressure25.0 -33.5 25.0 -27.1 . m° 0N � �
Base Design Pressure 21.20 GCpi=t0.18 s Iln019milltitttl1
2. Southern Yellow Pine member design incorporates design values for all sizes anc 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,"publishec by
the Southern Pine Inspection Bureau(SPIB). - 8. Field touch-up after installation where required to restore final finish. o
3. All wood members exposed to weather or in contact with masonry,concrete or s it HARDWARE AND ANCHORS: E
shall be treated with an appropriate preservative suitable for the exposure conditions. A TYPICAL EDGE STRIP(5) m
- 1. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie,
a=3.9'
4. If ACQ treatment iaused on any wood member,then all nailing shall require United Steel Products(USP), or Engineer approved equal
hot-dipped galvanized nails.meeting ASTM A153,Class C,or ASTM B695,Class 50, 9
4 it
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 TYPICAL INTERIOR ZONE O
' F1554,Grade 36.
5. Prefabricated wood trusses shall comply with NDS and"National Design Standar for
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 Engineer. ' ASTM A153,Class C,or ASTM 8695,Class 50. -
g
7. The Truss Manufacturer shall submit shop drawings and design notes with 4. Anchor adhesives shall be either SET-XP or AT-XP by Simpson Strong-Tie(with - - - m
registered Engineer's seal for approval. Design notes shall include the rated load Florida Product Approval)and installed according to the manufacturer's instructions. -- A
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 approve adhesive.
fabrication and installation drawings showing size,shape and layout.
. -
ROOF COVERING
8. Jobsite handling and erection, including temporary bracing,during installation of m CLIENT:
trusses shall comply with TPI/WTCA BCSI 1. 1. The contractor shall be responsible for the design and installation of the roof covering t BULKY DAVIS.
system. f - SPRINGFIELD BUILDERS,LLC
9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened t PROJECT: .
to theirsupporting 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 Carpenter-Kenney Residence
Connection Schedule. manufacturer's requirements. 731 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: ICOUNTY.
detail as shown in the structural drawings.. Manual,"and the manufacturer's requirements. E 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 s oo NOT SCALE THIS ORnwmc
be provided by others. to the manufacturer's requirements. RELEASE DATE
N 07-16-15
12. Engineered lumber(LVL,Parallam or LSL)shall meet the following minimum material -5. The contractor shall be responsible for the design and installation of all metal flashing e REvlsoNs:
specifications: and valley material.
:LVL or Parallam LSL e
E=2,000,000 psi E=1,550,000 psi
'.
Fb=2,600 psi Fb=2,325.psi DRAWN BY
_. - ". w DJM '.
Fc=750 psi Fc=900 psi CHECKED BY
Fv=285 psi. Fv=310 psi - - MJB-FSS
TITLE:'
GENERAL NOTES
SHEET 2of2
SHEET:
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tE
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a v_2
39.-D„ HENGINEERING,ULSBERGINC.
24"4 2"PAD FOOTING 17'-10" 11481 OLD ST.AUGUSTINE RD SUITE 9202..
JACKSONVILLE,FL 32258
WITH(2)#5 EACH WAY 9'-6" 9'-6" ` _
P'.904,886.2401 F.900.260.4367
(TYPICAL) jhulseng@ballw0h.net
.SEE DETAIL"E"ON SD-1 FLORIDA C.A.NUMBER 25846
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SD-2
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VAPOR BARRIER COVERING
I. CLEAN,COMPACT,TREATED FILL. <ju
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So 1 L I 0 SPRINGFIELD BUILDERS,LLC
PROJECT:
Carpenter-Kenney Residence
�
k 731 P:ARADISE LANE
SPECIAL EMBEDDED STRAPS Z" JOB NUMBER�
COUNTY.
REQUIRED AT'�ARROW.WALLS" E I_ J 15.0935 DUVAL
.j SEE DETAIL"A' ON SHEET SD-8. ..
N ..... SCALE:
6'6" 12'-2' :., K s
— - - DO NOT SCALE THIS DRAWING
RELEASE DATE
I. SD-2
N m NOTE ( 1,2• N r .... . DENOTES TWO STORY
07 1615
g REVISIONS:
o m CONTINUOUS FOOTIN FOOTING CONDITION t
ACROSS GARAGE
DOOR OPENING — -� ( ) = DRAWN BY:
DJM
CJ=SUGGESTED CONTROL JOINT CHECKED BY:
�'-2_r. 16'-0" 1'-0 24"x 24"x 12"PAD FOOTING LOCATIONS(SEE DETAIL'T'ON SD 2) _ MJB-FSS
2- TITLE.
(WITH TYPIC ).#5 EACH WAY m FOUNDATION PLAN
19'-2" 8-10"_ 11 0__ CONTRACTOR SHALL VERIFY ALL DIMENSIONS
SEE DETAIL"E"ON SD-1 USING FINAL APPROVED FLOOR PLAN PRIOR
39'-0" _..._ _ TO CONSTRUCTION SHEET:
FOUNDATION PLAN S-3
WALL FRAMING NOTES: ULSBERG
1)ALL FIRST FLOOR EXTERIOR WALLS SHALL BE
A HENGINEERING, INC.
CONSTRUCTED WITH 2X4 SPF Ni STUDS
11481 OLD ST.AUGUSTINE RD,rSUITE#202
@ 16"O.C.FOR PLATE HEIGHTS UP TO 10'-1 Y"-U.O.N. _ JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
NOTE: 2)ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL : jh&eng@IoellsouAi
EACH REAR EXTERIOR POST SHALL BE TREATED 'i w F IDA A.N HER:25846
BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS
4x4 POST ON ABU44-Z POST BASE.STRAP !
2 2x12 PORCH BEAM TYPICAL POST TO EACH BEAM ABOVE WITH(1)H6-Z CLIP @ 16"O.C.FOR PLATE HEIGHTS UP TO 10'-1 Ye"-U.O.N.
OR(1)MSTA24-Z I '
=c 3 THE FIRST FLOOR EXTERIOR WALL FINISH IS
TYPICAL ALL POSTS-(U.O.N.). )
III III SEE DETAIL"F"ON SHEET SD-7 "FLEXIBLE"(SIDING)-U.O.N.
III III - I NOTIFY ENGINEER OF ANY VARIATIONS. ��.••^
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III E III N _— �Xc •�O'G ;
iS III SD 7 III CONT.(3)SPANS N ti a •• No. 1 =
io IIIE (2)1a"x 9 y'--LVL III (2)2x10 HEADER -w":_ io €
o a aU SW- III SD-7 2 J 2 K YJ 2 — SW-3— o " £
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07-16-1y to c
STA18 NAILED TO I I (2)JACKS h s ' 4'4'NI 4111N`q,� '
BACK OF LEDGER AND 2x6 STUDS @16"O.C. (MIN.)
EXTENDING ONTO RAFTER I I INSTALL SOLID BLOCKING BETWEEN m
INSTALL STRAP ON LEDGER I I FLOORS AT ALL BUILT UP POSTS
PRIOR TO LEDGER (2)2x8 HEADER -
PLACEMENTONWALI MI §
X,'RATED SHEATHING (2)JACKS
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NAILED w/0.113"x2X"RINGMIN
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SHANK NAILS @O.0
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ALONG EDGES(i.e LEDGER) - - O N
AND INTERMEDIATE SUPPORTS I (2)1 q"X 11 q LVL O m
2z4 No.2BYE I - - SW-3 - - SW3 - -
SHEARWALLLEGEND: $
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WY;x 4X'SDS SCREWS I I '@
INTO STUDS @ 16"O.C. — -
BEVEL TOP GF IN.2x4 No.2 _ z w y o = BEARING WALL
LEDGER TO MATCH - SVP FASCIA _ m p N -
ROOFSLOPE (2)JACKS N s SW-6
2x4 Naz svP LEDGER y31
0:131"x 3y,^NAILS. - I — _ - - MIN. z N. o. = SHEARWALLS FASTENED WITH
wlY"x 4Y1"SDS SCREWS (TYPICAL EACH RAFTER SET) I — — — —— O v
INTO STUDS @ 32'O.C. - SW-3 v 8d COM(0.131"x2Yz" NI _
2x4 No.2 SYR I . . I 6"O.C:ON EDGES AND 12"O.C.
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ON INTERMEDIATE SUPPORTS: P
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•:':: ::::'::: I E� SHEARWALLS FASTENED.WITH a
NOTE:FLASHING&WATERPROOFING BY BUILDERI I 8dCOM(0.131"x 2 Yz")NAILS @ CLIENT,
SOLID BUILT-UP 3"O.C.ON EDGES AND 12"O.C.
MI 3
CORNER(MIN.
A BRACKET DETAIL ) I" (3)2x4 BUILT-UP BUCKY DAVIS
POST(MIN.). ON INTERMEDIATE SUPPORTS.
2)2x6 BUILT-UP I� SPRINGFIELD BUILDERS,LLC
g_q w GARAGE DOOR SHALL BE RATED FOR A (2)2x4 BUILT-UP POST(MIN.) �' ALIGNED WITH _
(3)2x4 BUILT-UP I MINIMUM DESIGN PRESSURE OF 23.2 psf t OST(MIN.) ALIGNED WITH I POST ABOVE. . SBS - SHEATH BOTH SIDES OF WALL m PROJECT:
POST(MIN) I POST ABOVE. AT INDICATED SHEARWALL g Carpenter-Kenney Residence
HDU;
731 PARADISE LANE
FT2if
(2)2x4 BUILT-UP (2)JACKS E q w g NOTE:ALL EXTERIOR WALLS SHALL BE "SW-6"U O.N. " doe NUMBER: CouNTy.
POST(MIN.) I `LL LL MIN. I SD-7 v m u.`n m 15.0935 DUVAL
—. Fr1 o @J SCALE: ��; =.1'-0"(U.O.N.)
$w 3 �3Xs WOOD FRAMED HEADER LEGEND: g
2)1 4"x 11 1 LVL — CONT.(2)SPANS 2x6 STUDS @ 16 O.C. $ DO NOT SCALE THIS DRAWING
—_ III
OF HEADIER RELEASE DATE
— — — — — — 2 2x6 HEADER IIII 3 2x12 TREATED BEAM
O O m 07-16-15
E _ 1 J 2 KIII NOTE: (2)2x HEADER RBwsloNs.
- m N IIISD 7 ---EACH FRONT EXTERIOR POST SHALL BE TREATED J K
o LL CEJ CONSTRUCT USING APA NARROW V ALL I 6x6 POST ON ABU66 Z POST BASE STRAP pUANTITY UANTITY
p � 2 2x12 TREATED BEAM POST TO EACH BEAM ABOVE WITH(1)H6 Z CLIP 2 DRAWN BY:
— _ — _ —
METHOD WITH HEADER ACROSS � _ O OFJACKS - OF KING STUDS w DJM
OR(1)MSTA24-Z .� CHECKED Bv:
RETURN WALLS.(SEE DETAIL"A"0 SD-8) TYPICAL ALL POSTS-(U.O.N.) MJB-FSS
(2)2x12 TREATED BEAM
SEE DETAIL"F"ON SHEET SD-7 NOTE:
s TITLE
a a ALL WOOD FRAMED LOAD BEARING HEADERS WALL LAYOUT
SHALL BE MINIMUM (2)PXB No.2 OR BETTER a FIRST FLOOR
SYR.INSTALL MINIMUM(1)JACKAND r SHEET
WALL LAYOUT-FIRST FLOOR (1)KING STUD AT EACH HEADER(U.O.N.) N
® S-4
WALL FRAMING NOTES: HENGINEERrNG,
ULSBEiRG
1)ALL SECOND.FLOOR EXTERIOR WALLS SHALL BE INC.
CONSTRUCTED WITH 2X4 SPF No.2 STUDS
I 11481 OLD ST.AUGUSTINE RD.,SUITE#202
@ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-1 Y''-U.O.N. , JACKSONVILLE,FL.32258
P:904.806.2401 F'.904.260.4367
2)ALL SECOND FLOOR INTERIOR BEARING WALLS SHAI jhulseng@bellouth.net
BE CONSTRUCTED WITH 2X4 SPF N0.2 STUDS FLORIDA C.A.NUMBER:25846
—_- @ 16O.C.FOR PLATE HEIGHTS UP TO 9'-1 YS U O.N, • `'S"tAu;
3 THE SECOND FLOOR EXTERIOR WALL FINISH 14`"I` .
"FLEXIBLE"(SIDING)-U.O.N. �y.
- NOTIFY ENGINEER OF ANY VARIATIONS.- '�;' ••••
- 0791
CONT.(3)SPANS O 2x8 HEADER (2)2x8 HEADER ? * * e
l 2,1 2K 2J 2K =
(2)2x8 HEADER A '. TE Q •'!•� .._
ii 2KpF�16-15
'$i! `� p1 - S.SIMPSON,PE
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FL PE No.50791
(2)JACKS
(MIN) _
SHEARWALL LEGEND:
.... _ NON-BEARING WALL s
7' o = BEARING WALL m
SW-6_
o = SHEARWALLS FASTENED WITH If
SW-3 Bd COM(0,131"x2Yz')NAILS@ v
.- - 6"O.C.ON EDGES AND 12"O.C.
. . - .. ..
- ON INTERMEDIATE SUPPORTS.
o = SHEARWALLS FASTENED WITH m
a - d
o 8d COM(0.131"x 2 Y")NAILS @ w CLIENT.
w 3"O.C.ONEDGES AND 12"O.C. BUCKY-0AVIS
3)2x4 BUILT-UP ON INTERMEDIATE SUPPORTS. v SPRINGFIELD BUILDERS,LLC
POST(MIN.) SBS' _ SHEATH BOTH SIDES OF WALL s PROJECT: _
4-5
E AT INDICATED SHEARWALL a Carpenter-Kenney Residence
SD-7 NOTE: 731 PARADISE LANE
co THIS OPEN PORCH CEILING REQUIRES A NOTE:ALL EXTERIOR WALLS SHALL BE "SW 6 U.O.N.a DUVAL
E MINIMUM/a"SHEATHING.FASTEN WITH 6d �S III COM OR BOX NAILS.AT 6"0 C.ON EDGES SCALE:
— AND 1z°o.c.IN THE FIELD. WOOD FRAMED HEADER LEGEND:
(2)2x6 HEADER I SW 3 :� � SW 3 s Do NOT scale THIS DRAWING
NOTE: . SIZE
1 J 2 K (2)2x6 HEADER III EACH BALCONY POST SHALL BE TREATED OF HEADER m
RELEASE DATE
SII
END 2 K SII 4x4 POST STRAPPED TO FRAMING BELOW a RevIS10Ns: 07-16-15
WITH MSTA36-Z STRAP.STRAP POST TO 2 2x HEADER
In�I GUARDRAIL BY BUILDER BEAM ABOVE WITH(2)H6-Z CLIPS. J K
TYPICAL ALL POSTS-(U.O.N.) gUANTITY UANTITY DRAWN BY:.
(2)2x12 PORCH BEAM OF JACKS OF KING STUDS DJM
�. �. (TYPICAL) w
g CHECKED BYf MJB-FSS
NOTE: e TITLE
ALL WOOD FRAMED LOAD BEARING HEADERS _ WALL LAYOUT
SHALL BE MINIMUM(2)2x6 N0.2 OR BETTER SECOND FLOOR
SYP.INSTALL MINIMUM(1)JACK AND. „ SHEETT.
WALL LAYOUT-SECOND.FLOOR (1)KING STUD AT EACH HEADER(U.O.N.)
S-5
TRUSS CONNECTOR SCHEDULE HULSBERG
TRUSS ID LEFT INTERMEDIATE RIGHT ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD„SUITE#202`
JACKSONVILLE,FL.32258
P:904.886.2401 F.904,26 . 7 -
ALLTRUSSES H2.5T H2.5T H2.5T lhulseng@bellsauth et
OR OR OR FLORID NUM R:0846
j
SDWC 15600 SDWC 15600 SDWC 15600..
ill=
NOTE: g al,dow°°p lul lq�
1)ALL TRUSS CONNECTORS ARE BASED ON yQ S �• .ps� '
UPLIFTS COMPUTED BY ENGINEER OF RECORD. " Q• •✓\CE O. ,
UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS \,
H2.5T AT EACH CANTILEVERED SHALL BE DISREGARDED. _. NO 07 2
FLOOR TRUSS - 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM tlr
SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER.
i. DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR S TE 7
- APPROVAL BY THE ENGINEER OF RECORD AND THE • ,•'�'� I1-15p�
LL LL LL LL LL LL LL LL LL ILL CONTRACTOR. & ., ••.,e��•
c
T f � E 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED �N 1
LL LL LL LL vr
LL E LL LL LL - LL u 3 fn1111M11{nll
AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR t
APPROVAL OF THE ENGINEER OF RECORD. a
4) SEE SHEET SD-7A FOR INSTALLATION DETAILS ;2
WHEN USING SDWC 15600 SCREW
i�
a
I s
I 1-
I I
F9 �
F9........... ..:......... .................
Fg
F9 CLIENT:
F9 _ _ a BUCKY DAVIS
SPRINGFIELD BUILDERS,LLC
F9 - __— m
e e m PROJECT:
LL ILL 4 LL LL LL LL LL LL g Carpenter-Kenney Residence
F9 FTz - 731 PARADISE LANE
_ JOB NUMBER: :
LL Fa 15.0935COUNTYDUVAL
FTi Fa_ - e scale. V-0"(U.O.N.)
1TF1— F3 ILII E DO NOT SCALE THIS DRAWING
.. RELEASE DATE
07-16-15
r
9'1
REVISIONS'
F1 —_-- DRAWN BY:
- - - - DJM
CHECKED By
MJB-FSS
TITLE'.
ROOF TRUSS AND FLOOR
LAYOUT-LOWER LEVEL
ROOF TRUSS& FLOOR LAYOUT- LOWER LEVEL SHEET
S-6
TRUSS CONNECTOR SCHEDULE Hu
L S B ERG
TRUSS ID LEFT INTERMEDIATE RIGHT ENGINEERING, INC.
Al,A2,A,BO 2 H2.5T
H2.5T 11481 OLD ST.AUGUSTINE RD SUITE#202
JACKSONVILLE,FL 32258
CD LGT2 LGT2 P:904.866.2401 F:9042604367
lhulseng@bellsouth.net
B1 (2)H2.5T HANGER
F iDA C.A NUMBER:25846
B7 (2)H2.5T (2)H2.5T
-- - ALL TRUSSES H2.5T H2.57 H2 ST „un wu„
. . OR OR OR IMA'�
j /(-(2)H2.5T AT EACH TRUSS SDWC 15600 SDWC 15600 SDWC 15600 • S
O.. NSF• O,L,,;
NOTE: v
II 1)ALL TRUSS CONNECTORS ARE BASED ON NO.507
UPLIFTS COMPUTED BY ENGINEER OF RECORD. $ �r
UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
o.
�'I . SHALL BE DISREGARDED. ShAf§ON f `
,j FL PEN 7
::
2 THE TRUSS LAYOUT AND NUMBERING SYSTEM ••TSr.
n✓ N N N N IN • ' .
BY TR MANUFACTURER.
F
m� m m m �m ' m m m m m: m SHOWN SHALL BE USED E USS U
DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR "/��O"'S �1�iNtp'L0`N•d•`````
APPROVAL BY THE ENGINEER OF RECORD AND THE. 8
CONTRACTOR.
m
e
3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED
AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR
1 - APPROVAL OF THE ENGINEER OF RECORD.
4) SEE SHEET SD-7A FOR INSTALLATION DETAILS
a E a a C SIE a. E E E F E E:: `: a. E E E E m WHEN USING SDWC 15600 SCREW ? -
.. F
SD-6
F
"I g
(2)H2.5T AT EACH TRUSS
1 CLIENT.
BUCKY DAVIS
s SPRINGFIELD BUILDERS,LLC
-9 PROJECT
j g Carpenter-Kenney Residence
731 PARADISE LANE
I _
_ JOB NUMBER: COUNN.
00 co - 1&0935 DUVAL
DG -- � LGT2 AT TRUSS � SCALE,
Y6„ ,1,-0"(U.O-N.)
Cl -- `g 'DO NOT SCALE THIS DRAWING
(2)H2 5T AT -ACH TRUSS ISI RELEASE DATE
— -- Cl —_ m 07-16-15
—_ g REVISIONS:
LADDER FRAME:BETWEEN Ci
GABLE END TRI 1SS GIRDER — — - m
CG - DRAWN BY: DJM
TRUSS WITH 2y 44 BLOCKS
@24"O.C. EG n CHECKED By
MJB-FSS
TITLE'
ROOF TRUSS
UPPER LEVEL
ISHEET
ROOF TRUSS LAYOUT-UPPER LEVEL S-7
ULSBERG
NOTE: HENGINEEIUNG, INC.
EACH REAR EXTERIOR POST SHALL BE TREATED 11481 OLD ST.AUGUSTINE RD.,SUITE#202
44 POST ON ABU44-Z POST BASE.STRAP JACKSONVILLE,FL 32258
POST TO EACH BEAM ABOVE WITH(1)H6-Z CLIP x
P:904886.2401 F:9042604367
/ OR(1)MSTA24-Z. W jhulseng@bellsauth.net
/ TYPICAL ALL POSTS-(U.O.N.) FLORIDA CA MEEK:25846
SEE DETAIL"F"ON SHEET SD-7 e
III �
GE SF S�'G
HTT5
III SID-7 SD-7 _—HOLDOWN p:*T91 * _
7 �15
- - TALLT . iMPSAN�
FLP VA_kW
` HTT5 SD-5 HTTS ' IONAV
HOEDOWNHOEDOWN - ' +erneWaptllxhxxM'
v
TT
HT 5
x HOLDOW HOEDJHOLDOWN
ANC R BOLTS _ _ _ HITS i
o _ - 4.O.C. : ANCHO@2 'EXPOSURE"C ANCHOR NOTEpSILL PLATES ON EXTERIOR WALLS
SHALL BE ANCHORED BY THREADEDTT5TT5 RODS SUPPLEMENTED BY ADDITIONALHOLDOWN OLDOWN ANCHOR BOLTS OR 7'",3 a"TAPCON
SCREWS AS REQUIRED TO T
MAINTAIN MAXIMUM 24"O.C.SPACING -
CLIENT:
BUCKY DAVIS
THREADED ROD LEGEND: SPRINGFIELD BUILDERS,LLC
•
Y,"THREADED ROD FROM € PROJECT:
.- FOUNDATION TO DOUBLE PLATE Carpenter-Kenney Residence
HTS24 STRAP - (4"MINIMUM EMBEDMENT REQUIRED) 2
731 PARADISE LANE
'LL � a"THREADED ROD FROM 2 Joe NUMBER: couNrv:• _ 15.093fi DUVAL
_ - -- FOUNDATION TO UPPER a
FT1 scALE:
HTS24STRAP !+TT5 .
Y' =1'-0"(U 0 N)
HOEDOWN 1// (4"MINIMUM EMBEDMENT REQUIRED) -
// IIII SD7 a oo NOT SCALE THIS DRAWING
NOTE ❑ HOLDOWN(AS NOTED) w RELEASE DATE
HT(5-KT IIII EACH FRONT EXTERIOR POST SHALL BE TREATED INSTALLED AT SILL PLATE 07-16-15
' REVISION B
BE
HOEDOWN IIII 6x6 POST ON ABU66-Z POST BASE.STRAP m
POST TO EACH BEAM ABOVE WITH(1)H6-Z CLIP R = HOLDOWN(AS NOTED)INSTALLED. 2
`CONSTRUCT USING APA NARROW WALL OR(1)MSTA24 Z. AT SILL PLATE.COUPLE MINIMUM%"0 E
METHOD WITH HEADER CONTINUOUS ACROSS TYPICAL ALL POSTS-(U.ON) ROD TO HOLDOWN ANCHOR AND DRAWN BY.. DJM
— — — — 9
SEE DETAIL"F"ON SHEET SD 7
RETURN WALLS{SEE DETAIL"N'ON SD-8) CONTINUE TO DOUBLE PLATE ABOVE: 9 CHECKED BY:
_ MJB-FSS
O = HOEDOWN(AS NOTED)INSTALLED w TITLE.
- AT SILL PLATE.COUPLE MINIMUM% 0 v TIE-DOWN LAYOUT
ROD TO HOLDOWN ANCHOR AND - FIRST FLOOR
CONTINUE TO UPPER FLOOR „ SHEET
TIE-DOWN LAYOUT- FIRST FLOOR DOUBLE PLATE ABOVE
S-8
11 HULSBERG
11 ENGMERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
R 904 886 2401 F:904.260.4367
- - - jhulseng@bellso&.net
"FLVRIDA C.A. BER:25846
SSP CLIP TOP AND BOTTOM @ 16 0 C €
AND 71x4} SDS SCREWS THROUGH € „......,un unm�
SOLE PLATE INTO EACH
INTERSECTING FLOOR TRUSS BELOW.
SEE DETAIL"G"ONSD-7 ���' �•.Z'�'
0 g1
- e
* �7 6-15; Qz
r41r0 SIM 9
F 6
„ ;,ION AI„�
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-m. CLIENT: .
BUCKY DAVIS
THREADED ROD LEGEND: SPRINGFIELD BUILDERS,LLC
- • - Y8”THREADED ROD FROM _2 PROJECT:
E FOUNDATION TO DOUBLE PLATE. s Carpenter-Kenney Residence
L
SD-7 (4"MINIMUM EMBEDMENT .731 PARADISE LANE
-- n .
DD � GD JOB NUMBERCOUNTV O _ a"THREADED ROD FROM � 15 0935 DUVAL
III_ E FOUNDATION'TO UPPER
SD-7 FLOOR DOUBLE PLATE. ` scALE : e' =1-`-0"(U.O.N.)
III (4"MINIMUM EMBEDMENT REQUIRED) €'
`g DO NOT SCALE THIS DRAWING
STRAP WALL TO BEAM BELOW WITH III .III ° HOEDOWN(AS NOTED) :m RELEASE DATE
07-16-15
aS16.STRAPS @ 48"0 C:STRAP STUDS TO__ INSTALLEDAT SILL PLATE $REVISIONfr
- DOUBLE PLATE WITH SPP @ 16'O.C: III III
(1 _ _ 1E = HOLDOWN(AS NOTED)INSTALLED
® . —.� La
AT SILL PLATE,COUPLE MINIMUM a 0 f DRAWN BY: '
NOTE: ROD TO HOLDOWN ANCHOR AND aDJM
CONTINUE TO DOUBLE PLATE ABOVE
EACH BALCONY POST SHALL BE TREATED „ CHECKED BY: MJB-FSS
4x4 POST STRAPPED TO FRAMING BELOW O = HOEDOWN(AS NOTED)INSTALLED TITLEWITH MSTA36-Z STRAP.STRAP POST TO AT SILL PLATE,COUPLE MINIMUM 0 - TIE-DOWN LAYOUT
'BEAM ABOVE WITH(2)H6-Z'CLIPS. ROD TO HOEDOWN ANCHOR AND SECOND FLOOR
TYPICAL ALL POSTS-(U.O.N.) CONTINUE TO UPPER FLOOR
TIE-DOWN LAYOUT-SECOND FLOOR DOUBLE PLATE ABOVE, P SHEET:
S_g
BRICK VENEER WITH 1'AIRSPACE (i)#5 CONT s' HULSBERG
.,—CONT.FLASHING;PROVIDE WEEP HOLES SPACE AND WALL TIES FILL JOINT WITH ELASTOMERIC �' ENGINEERING, INC:
AND WALL TIES BRICK VENEER WITH V AIR x
o
� .. SILL PLATE 11481.OLD ST.AucusnNE RD SUITE#202
@ 33"O.C. -CONT.FLASHING;PROVIDE SILL PLATE JOINT FILLER `�"' JACKSONVILLE,FL 32258
HEIGHT OF CURB VARIES(8
SILL PLATE GROUT AIR SPACE BELOW FLASHING x WEEP HOLES @33"O.C. - CONCRETE SLAB z P.904.886.2401 F:9042604367.
GROUT AIR SPACE BELOW 6"MIN. MAX.) jhulseng@ ouru.net
CONCRETE SLAB ry SILL FLASHING �� "' GRADE .CONCRETE SLAB FLORIDA C. .N MBER:25846
PLATE -
VAA%A`i CONCRETE SLAB GRAD �%��V�
GRAD .. vvjvi(1)#S CONT `° _. RAD -*�-.a ..vj O @ - %ivii�% �° ,✓j�j�
T\ �8 CMU STEMWALL WITH 1 #4 48'0 C
AND IN EACH CORNER: V`/A`%� .• . �,. A _
8"CMUSTEMWALLWITH(1)#4@48"O.C.
AND IN EACH CORNER. FILL CELL SOLID AT EACH#4 REBAR. Y'
o z:� yvAV HOOKREBAR I2":IN TO UPPER COURSE ' �,� A✓\�� i��A s
/��� EILL CELL SOLID AT EACH#4 REBAR. �' ao /A/ r • ! �,/////�VAj j��/`j/�j/ OF BLOCKS AND 6"INTO FOOTING: � ���� �A `���
�✓ HOOK REBAR 12"INTO SLAB AND 6"INTO - / A � /A/AAj ��i 1'-0" ONE STORY-2 #5 CONT.
\� FOOTING. 5 ij`i` ✓ 6 1'-0" TWO STORY-(2)#S CONT. (J• ��GE $••• •.•
1'8" .ONE STORY )#5CON
.- 2T. _ =
Y-8 ONE STORY-(91#5 CONT. 1-5 ONE STORY- 3 #5 CONT. 1'-8" TWO STORY-(3)#5 CONT t`l0 5 9
1'-8" TWO STORY-(3)#5 CONT. 1'-9" TWO STORY-(3)#5 CONT.
07-16-15
SECTION-STEMWALL WITH BRICK S:CTION-MONOLITHIC WITH BRICK D SECTION-STEMWALL AT GARAGE SECTION-MONOLITHIC AT GARAGE FLD1nb s.QFF0 91:
So-1. NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT. SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT a MENTs: (a,
ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. - 9 ,•a�OR`pP,:\�
i o p„q,,,nunmun,,,,,00
CONCRETE SLAB z
SILL PLATE - M+ /
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VAv��V `V`vAAj i s_
IT. / / �s�,m (1)#5 CONT.
/%VAS/�AVv'8"CMU STEMWALL WITH(1)#4 @.48'OC ��VA�AA /' VA��A`�V�VA `w o 7y,
/ l�/V�/ ADD 8"x 16°CMU TO INSIDE OF ,., .:
AND IN EACH CORNER. ��/. j�`/. ;
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VA ,+. A�v� FILL CELL SOLID AT EACH#4 REBAR. /ASV`/i .``/`` ' '• `A/AA
HOOK REBAR 12”INTO SLAB AND 6"INTO ��`�V`� V��`A`� : ��` WITH(1)#4 VERTICAL IN EACH
FOOTING.
10" ONE STORY-(2)#S CONT. (AS NOTED) REINFORCEMENT(AS NOTED).
6 A A��\�,.
1-8" ONE STORY- 2 #5 CONT. 1'4" TWO STORY-(4i5 WNT. AS NOTED REINFORCEMENT(AS NOTED) a
1-8" TWO STORY-(3)#5 CONT. -
B SECTION-STEMWALL SECTION-MONOLITHIC E SECTION -PAD FOOTING AT PORCH STEMWALL SECTION-PAD FOOTING AT THICKENED EDGE
SD-1 NOTE: IF STEMWALL HEIGHT.EXCEEDS 48"CONTACT NOTE IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. - s
BRICK VENEER WITH 1"AIR SPACE **ALTERNATE:.MSTAM36.STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAIL R ON SHEET SD 2)** r CLIENT.
AND WALL TIES _ BUCKY DAVIS
CONT.FLASHING;PROVIDE WEEP HOLES - _ STHD14 STRAP NAILED TO SPRINGFIELD BUILDERS,LLC
@$3"O.0 BRICK VENEER WITH 1"AIR SPACE a GARAGE DOOR POST. -
AND WALL TIES *n PA51 STRAP NAILED TO GARAGE EMBED STRAP INTO FOOTING aeoJEcr
e
GROUT.AIRSPACE BELOW FLASHING DOOR POST BEND STRAP INTO Carpenter-Kenney Residence
¢ n s
1 #5 CONT. CONT.FLASHING;PROVIDE WEEP z �+- FOOTING AS SHOWN. AS SHOWN.
) 7E o a 731 PARADISE LANE
SILL PLATE d. HOLES @ 33"O.0 0 a
U w _ ¢ = JOB NUMBER: COUNTY.
FILL JOINT WITH ELASTOMERIC. 6"MIN. GROUT AIR SPACE BELOW FLASHING a w € "
JOINT FILLER scALe.
SILL HEIGHT OF CURB VARIES(81-MAX.)
PLATE -#4 WITH 6 HOOK INTO FOOTING z o V-0"(U.O.N.)
CONCRETESLAB z m a
i�j
CONCRETE SLAB G D AND BENT 12"MINIMUM INTO a RELEASE oareoNOTscALEaIsoRAwiryc
GRADE-� \\ \ \/�\� THICKENED EDGE.
GRADE07-16-15
/�✓�
3"CMU STEMWALL WITH(1)#4 @ 48"O.C. o REviSiONS.
AND IN EACH CORNER
FILL CELL SOLID AT EACH#4 REBAR. �9 ///�///��j/SAA%/`` `GRADE.
\,A A �✓ HOOK REBAR 12"INTO UPPER COURSE
J Y �`i` 5",v� �✓ �` , Tijij m DRAWN BY
OF BLOCKS AND 6"INTO FOOTING: `A,✓,v" °�//V —= '�/�V//V//\ r, e _ _ ��w� DJM
6
T-9" TWO STORY- 3 #5 CONT Ari/��/%/%�/%�/%�/%�%��/��iv�/i��/i��/�� ��✓ij/%Vi%Vi!���w/Tv��AA�� � � ��A�� ��A��J`� Q cRECKEo BY. MJB-FSS..
-8.1 , . ONE STORY-(2)#5 CONT. . O IB�� ��.Yv�>V�j�`AI �iA�'�%� ,Y�n\r =,vim%� ;�
1'.8" TWO STORY-(3)#5 CONT: . � ``�``/�✓ a Ir�6.FOUNDATION DETAILS
SHEET 1 of 2
SECTION=STEMWALL AT GARAGE WITH BRICK SECTION MONOLITHIC AT GARAGE WITH BRICK _F DETAIL-PA51 INSTALLATION (STEMWALL) DETAIL STHD14 INSTALLATION MONOLITHIC ]SHEET
50.1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE IF STEMWALL.HEIGHT EXCEEDS 48"CONTACT 1
SD
ENGINEER FOR ADDITIONAL REQUIREMENTS ENGINEER FOR ADDITIONAL REQUIREMENTS. S
—SHOWERAREA HENGINEERING,ULSBERG
SHOWER AREA I (2)MSTAM36 Z STRAPSMONOLITHIC FOOTING INC.
_ NAIL EACH STRAP TO CRIPPLE STUD
- WITH(13)10d COM NAILS 11481 OLD ST.AUGUSTINE RD.,SUITE#202.
FORM v 8"CMU STEMWALL m JACKSONVILLE,FL.32258
3"MAXIMUM OVERHANG
EDGE ..(OPTIONAL) FASTEN STRAP TO FOUNDATION m R:904886 2401 F:904,260.4367
PLAN VIEW CONCRETE SLAB WALL WITH(8)%"x 2Ya"CONCRETE jh�lseng@bejiouth.net
PLAN VIEW - SCREWS INTO MASONRY OR _ FLORIDA C.A.)'u eeR:256as
8)X4"x 1 X"CONCRETE
CREWS INTO CONCRETE
- A CONCRETE SCREWS SHALL BE 2
VA
(1)85FORT POWERS"TAPPER"WITH PERMASEAL s
1 (1)#4 CONT. GRADE ._/VAAVAA A/VAS FINISH OR EQUAL..
6"MIN. X //VA//V�//VA 8"CMU STEMWALL WITH(1)#4 @.
HEIGHT OF CURB VARIES a STRAP SHALL BE COVERED WITH ..-
/ \/\ 48"O.C.AND IN EACH CORNER. O, •. S
SILL _ SILL 1)#4 CONT. a/\/ ..�
PLATE CONCRETE SLAB PLATE 4 \/ FILL CELL SOLID AT EACH#4 _ SIDING OR STUCCO.. $ Q \� N$
HEIGHT OF CURB VARIES(8"MAX.) o \/ \/ /
z \ \/� REBAR.HOOKREBAR 16"INTO \ NOTE ��• ,)
\ \\\\`/ PORCH SLAB AND 6"INTO \�\ \\ \ a 79
- o ;/i / THIS DETAIL MAYBESUBSTITUTED FOR Np.
CONCRETE SLAB 6 �� FOOTING. EITHER THE PA51.STRAP(STEMWALL) } c
GRAD 1'-8" (2)#5 CONT. OR. * •. F�.0��07-16-16 PE �.
// / �� / /
THE STHD14 STRAP(MONOLITHIC) �PL'P No 507,91
/ • A/A/ 8"CMU STEMWALL WITH(1)#4@48'O.Q. oz � NC M
AND IN EACH.CORNER.
A/AA// ••< A�Ai� '•'•
Fla CELL soup AT EACH#a REBAR. SECTION PORCH STEMWALL �R1 DETAIL EMBEDDED STRAP ALTERNATE �F
�,AV AA%AAjA HOOK REBAR 12"INTO SLAB AND 6"INTO �'V'� VA� \ 50.2 SD-2
ii /yNOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT "° �nuouuuuWpuN"�°•�
6 \ FOOTING. ENGINEER FOR ADDITIONAL REQUIREMENTS..
T-0" ONE STORY- 2 #5 CONT. a
1_g ONE STORY-(2)#5 CONT. 1'-4" TWO STORY-(2)#5 CONT. NOTE:
1'-8" `TWO STORY-(3)#5 CONT. SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS) P AS SOON AS THE CONCRETE HAS HARDENED ENOUGH '
� SECTION STEMWALL AT EXTERIOR WALL SHOWER SECTION-MONOLITHIC AT EXTERIOR WALL SHOWER
NOTTO
LL DAMAGED HOU SIN W RM THE HER PROCESS
S0.2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT CONCRETE SLAB (TYPICALLY 1-4 HOURS IN WARM WEATHER)
ENGINEER FOR ADDITIONAL REQUIREMENTS.
FILL CUT WITH 1"DEEP xy"WIDE SAW s
ILJJ � x ELASTOMERIC CUT AT DENOTED
0 AA VAFILLER LOCATIONS. 4
.SILL CONCRETE SLAB GRAD #5 CONT. m
CONCRETE SLAB 8'CMU STEMWALL WITH(1)#4 @.
PLATE48"O.C.AND iNEACH CORNER, 5 E
FILL CELL SOLID AT EACH#4 m
REBAR.HOOK REBAR.16"INTO / 9_
AD �i \, \% ` PORCH SLAB AND 6"INTO
CONCRETE SLAB -
ONE STORY- 2 #5 CONT
1'-0" (1)#5 CONT. - 1'-8" " (2)#5 CONT.
V-8" TWO STORY-(3)#5 CONT, - - e CLIENT:
SECTION PORCH STEMWALL WITH BRICK SECTION=TYPICAL SAW-CUT CONTROL JOINT � BUCKY DAVIS SECTION INTERIOR BEARING SECTION THICKENED EDGE M SPRINGFIELD BUILDERS,LLC
SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT 50-2
ENGINEER FOR ADDITIONAL REQUIREMENTS, 1 PROJECT: .
Carpenter-Kenney Residence
731 PARADISE LANE
mrvai
m JDBNUMBER: COUNTY: '
TREATED POST SCALE:
BEARING POST(AS NOTED) E 3,'
=1'-0"(U.O.N.)
CURB HEIGHT VARIES CONCRETE SLAB CONCRETE SLAB ABU_POST BASE WITH
SILL \r PAVERS BY OTHERS. a DO NOT SCALE THIS DRAWING
PLATE CONCRETE SLAB \ e GALV ANCHOR EMBEDDED m RELEASE GATE
A \� •T�L•-� �AA_ CURB HEIGHT VARIES 12 (SETXP ADHESIVE) ;z.
REVISIONS;
_ 07-16-15
S'TALL,12 SQUARE GROUTED
\ \ \\ a\ // / _ CMU OR CAST IN PLACE CONCRETE DRAWN ev:VTT\;/\>3�/\>l,T " ` '� PEDESTAL ON 24"X 24"X 12 PADDJMAS NOTED REINFORCEMENT(AS NOTED) 8' (1)#4CONT2-0" FOOTING WITH(2)#5 EACH WAYcNECKEO Bv; MJB FSSONE STORY'- 2 #5 CONT.. - - TITLE.
FOUNDATION DETAILS
SECTION-NON-BEARING STEPDOWN DETAIL-PAD FOOTING AT PAVERS SHEET 2 Of 2
SECTION=BEARING STEPDOWN SECTION -INTERIOR BEARING PAD FOOTING 8D-2 sae v SHEET,
HULSBERG
ENGINEERING INC.
7 ft00F COVERING(BY OTHERS)
ROOF TRUSSES 17481 OLD
JACKSOG STINEJACKSONVILLE,
F R 32258 TE#202
' � g JACKSONVILLE;FL 32258
CORNICE DETAIL I m P,904886.2401 F 904.260.4367
DOUBLE PLATE �(BY OTHERS) Ihuls ng@bellwuth.nel
NUT WITH 2"x 2"xrs"WASHER / FLORIDA C.A.NU ER:25846
ALTERNATE:SIMPSON LBPS X SLOTTED E
WASHER WITH V WASHER. _i-
a
a"g THREADED ROD
I Xs OR'Xz'RATED SHEATHING,EXPOSURE I.SHINGLE ROOF �
%Y RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF 0 " ",gNom RUN rgprx
SIMPSON 3/q"0 x 6"TITEN HD OR SIMPSON%"fl x 6 q"TITEN HD ROD COUPLER 2x_No 2 SPF OR No:2 SYP \ _ / '%2'RATED SHEATHING,EXPOSURE I-METAL ROOF
"THREADED ROD SET IN ADHESIVE OR q"THREADED ROD SET IN ADHESIVE WITH SUBFASCIA WITH(2)0.131"0 Y," \\ FASTEN WITH 0.113"x 2%'RING SHANK yO.••' N •••. S
WITH MINIMUM 4"EMBEDMENT MINIMUM 4"EMBEDMENT WITH NUT&1 ENDNAILSATTRUSS(U.O.N.I NAILS@6"O.C.ON EDGESAND INTERMEDIATE SUPPORTS. Q �.�� Fes•• it
WITH NUT&1"WASHER
WASHER GYPSUM BOARD l�
E. .. CONNECTOR AT EACH TRUSS $ N .50
L'a. (SEE TRUSS CONNECTION SCHEDULE) c * 07-i6-15
(2).2x_SYR#2 DOUBLE PLATE(OD.N.)
c DETAIL ANCHOR BOLT DETAIL-THREADED ROD ASSEMBLY S� RE no 50797 c„;-
SD-3 GYPSUM BOARD 2WTS�`� R`Q .,• \�1
X6"RATED SHEATHING,EXPOSURE I. i O•' \p��```�
FASTEN WITH 0.131"x2 y"NAILS @TOG.ON 4OF�SS/QN
EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. b �rrrrrnumnum�^`O
(U.O.N.)(BLOCKALLEDGES)
2x_SPF#2 STUDS@16"O.C.-QO.N.(SEE'WALL LAYOUT) -
NUT WITH 1"CUT WASHER a
2x—SEE#2 SOLE PLATE(U.O.N)NAIL TO RIM
ROOF COVERING(B/OTHERS)
BOARD WITH 0.131"x 3 X"NAILS @ 60.C.
ROOF TRUSSES .
CORNICE DETAIL ( 2 "RATED STURDA-FLOOR(T&G)SHEATHING m
(BY OTHERS) GLUED AND NAILED.FASTEN WITH 0.131"x 2 X"RING. .
SHANK @6"O.C.ON EDGES AND I2"O.C.IN THE
I/ FIELD.
FLOOR JOIST(I-JOIST SHOWN,SAWN m
� � 1 /JOIST.SIMILAR-SEE SECTION'C"ON H
SDA FOR OPEN WEB TRUSS)
_Y6'OR%'RATED SHEATHING,EXPOSURE I-SHINGLE ROOF 6
RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF
2x_No.2 SPF OR No.2 SYR \ _ / \ '�z"RATED SHEATHING,EXPOSURE I-METAL ROOF GYPSUM BOARD e
SUBFASCIA WITH(2)0.131'x3 X' FASTEN WITH 0.113"x 2 X'RING SHANK -RIM BOARD -
ENDNAILS AT TRUSS(U:O.N.) \\ NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. - m
GYPSUM BOARD NAIL JOIST TO PLATE WITH(2)0.131"x3 Y'TOENAILS
CONNECTOR AT EACH TRUSS (2)2x_SYP#2 DOUBLE PLATE(U.O:N.) $
—
(SEE TRUSS CONNECTION SCHEDULE)
TOENAIL RIM BOARD TO PLATE WITH �
0.131"x 3X'NAILS@8'OO m CLIENT.
I (2)2x—SYR#2 DOUBLE PLATE(U.O.N.) b BUCKY DAVIS
APPLY SHEATHING HORIZONTALLY FOR STUCCO — —GYPSUM BOARD APPLY SHEATHING HORIZONTALLY FOR STUCCO THREADED COUPLING AS REQUIRED SPRINGFIELD BUILDERS,,LLC.
APPLICATIONS,EXCEPT THAT 7l 16"STRUCTURAL 1
APPLICATIONS,EXCEPT THAT 7116"STRUCTURAL 1 - RATED OR 15132"RATED SHEATHING MAY BE GYPSUM BOARD PROJECT
RATED OR 15132"RATED SHEATHING MAY BE --2x—SPF#2 STUDS @ 16.0 C.-U.O.N.(SEE WALL LAYOUT) INSTALLED VERTICALLY. €t .Carpenter-Kenney Residence
INSTALLED VERTICALLY. SPF#2 STUDS@16G.C..-U O.N.(SEE WALL LAYOUT) -
_ 731 PARADISE LANE
j—X6'"RATED SHEATHING,EXPOSURE 1. : Xs'"RATED SHEATHING,EXPOSURE I c _
FASTEN WITH 0.131"x 2 Y'NAILS 6"O C.ON 5 ALE BER. COUNTY
@ EDGES AND
Y2"NAILS(�TOC ON
EDGES (BLOC O.C.ON INTERMEDIATE SUPPORTS, EDGES AND 72"O.C.ON INTERMEDTATE SUPPORTS. & SCALE: -
NOTE 1 U O.N((BLOCKALL EDGES) NOTE R m �" -1'�"(U.O N.
SILL PLATES ON EXTERIOR WALLS ! `` ( SILL PLATES ON EXTERIOR WALLS < (U O.N)(BLOCK ALL EDGES) �
SHALL BE ANCHORED BY THREADED I -_�—THREADED ROD ASSEMBLY AT SHALL BE ANCHORED BY THREADED `g DO NOT SCALE THIS DRAWING
RODS SUPPLEMENTED BY ADDITIONAL NOTED SPACING(SEE DETAIL PC' RODS SUPPLEMENTED BY ADDITIONAL - THREADED ROD ASSEMBLY AT RELEASE DATE
ANCHOR BOLTS AS REQUIRED TO +I THIS SHEET) ANCHOR BOLTS AS REQUIRED TO NOTED SPACING(SEE DETAIL"C" 07-16'15
j MAINTAIN MAXIMUM 48'O.C.SPACING - MAINTAIN MAXIMUM 48"0 C.SPACING` THIS SHEET) REVISIONS:
(U.O.N.). --2x . TREATED SYP#2 SILL PLATE WITH ANCHORS (U.O.NJ
INSET WALL Y2"FOR STUCCO. (SEE DETAIL"C"THIS SHEET) INSET WALL X"FOR STUCCO 2x_TREATED SYP#2 SILL PLATE WITH ANCHORS e
APPLICATIONS APPLICATIONS (SEE DETAIL"CTHIS SHEET)- $ DRAWN BY. DJM
CHECKED BY'.
SEE FOUNDATION DETAILS ^-SEE FOUNDATION DETAILS MJB-FSS
TITLE"
a FRAMING DETAILS
B SECTION-TYPICAL EXTERIOR TWO STORY WALL SHEET 1 of 3
A SECTION -TYPICAL EXTERIOR ONE STORY WALL sD a ® SHEET
50.3
—SILL PLATE(BELOW) HENGINEERING, INC.ULSBERG
2x—CORNER FRAMING FULL
h HEIGHT STUDS(TYPICAL)
11481 OLD ST.AUGUSTINE RD.,SUITE#202-
2x_SPF#2 SOLE PLATE ITCH.)NAIL TO BAND (2)ROWS OF 0 131"x 3 JACKSONVILLE,FL 32258
BOARD WITH 6,131"x 3 Y"NAILS @ 6"O.C. r NAILS @ 12"O.C. P:904.886.2401 F'.904.260.4367
STAGGERED(TYPICAL) jhulseng@beIIsouth.net
BAND BOARD : FLORIDA C.A.NUMBE .25 46
2x6 OR 2x8 FRAMED WALL
-- _ SILL PLATE(BELOW) - '"tlP"Opuuui till,.... '
OPEN WEB TRUSS 2x4 CORNER FRAMING FULL HEIGHT STUDS �O.S: �n✓l !.,,'
MINIMUM OF(3)2x4 BLOCKS I2".LONG NAILED �G S
SHEATHING CONTINUOUS FROM BAND BOARD I WITH(4)0131'x 3'a"NAILS TO EACH ADJACENT \' %'!�
TO UPPER PLY OF DOUBLE PLATE.FASTEN WITH - STUD
EDGE NAILING REQUIREMENTS OF UPPER WALL III ALTERNATE:INSTALL SOLID STUD IN THIS D No. 07 1
TOENAIL TRUSS TO PLATE WITH f------ SPACE
(2)0,131 N 3 Y,"NAILS 2x4 CORNER FRAMING FULL HEIGHT STUD
S ATEo 15
DOUBLE PLATE(U,0 N.) �___, _ i ,.• FLOYD S. PS�J(
2x4 FRAMED WALL N2 ROWS 12"O.C. 1°x 3/,'
'° S10NA��
Q SECTION TYPICAL OPEN WEB FLOOR TRUSS
SECTION=TYPICAL FRAMING AT 90°CORNERS
""°
NAIL SCAB TO TOP CHORD WITH
_ (4)0.131"x 3.'/a"NAILS _ a
ADD 2x4 VERTICAL SCAB IN EACH ROOF OR FLOOR FRAMING(AS NOTED) 2
TRUSS IF NO WEB IS PRESENT CONNECTOR IF NOTED A
UPLIFT CONNECTOR(AS NOTED) (3)0.131"x 3 Y4' NAILS TYPICAL AT (SEE CONNECTION SCHEDULE) $ -EACH TRUSS ? -
2x4 SPF BLOCKING NAIL WITH(2) 2x4 X-BRACE ACROSS LENGTH OF a
0.131"x 3'/a"NAILS AT EACH END SHEARWALL �
(END NAIL OR TOENAIL) _
NAIL SCAB TO PLATE WITH(3) _
0.131"x 3 Y"TOENAILS
.TRUSS(AS NOTED) GYPSUM BOARD -
I
TRUSS B070M CHORD 2x4 BLOCKING BETWEEN TRUSSES
TOENAILED TO DOUBLE PLATE WITH (2).2x_SYP#2 DOUBLE PLATE(U.O.N.)
NAIL PORCH SHEATHING AS NOTED i „
0.131"x3/a NAILS @4"O.C.
EXTERIOR
.FRAMED WALL DOUBLE PLATE - - —2x_SPF#2 STUDS @ 16"0 -TON.TO,N. _
MINIMUM Y16"RATED SHEATHING, (SEE WALL LAYOUT
' EXPOSURE I FASTEN AS NOTED
ON WALL LAYOUT(BLOCK ALL EDGES) - - _P cuBNT - I
SECTION-EXTERIOR WALL PERPENDICULAR TO TRUSS_ G SECTION•INTERIOR SHEARWALL PERPENDICULAR TO TRUSS BUCKY DAM
D SPRINGFIELD BUILDERS,LLC
_ so-a s0-4 SECTION ONLY APPLIES WHEN REFERENCED GYPSUM BOARD
THREADED ROD ASSEMBLY(IF NOTED) m PROJECT:
'g Carpenter-Kenney Residence
_ INTERIOR SHEARWALL(IF NOTED)SHALL - ..731 PARADISE LANE
_.� NAIL EACH END OF BLOCKING TO
USE Y16'RATED SHEATHING FASTENED P AS NOTED: JOB NunIIiBRI. couNry
TRUSS(AS NOTED) BOTTOM CHORDS WITH(3)0.131"x 3 Y" �L SCALE:
INSTALL 2x4 BLOCKING BETWEEN - y" -V-0"(U O.N.)
TRUSS BOTTOM CHORDS 12"O.C. 2x TREATED SYP#2 SILL PLATE WITH
2x4 SPF NAILER-NAIL.TO TOP PLATE WITH °e SHEET SD-3 - OO NOT SCALE iws DRAWING
ANCHOR(SEE DETAIL C ON S ) e
0.131"x 3 YV NAILS @ 6"O.C. g RELEASE DATE:
BOTTOM CHORD,OF TRUSS 07-16-15
NAIL EACH BLOCK TO DOUBLE PLATE WITH(3) 2x_SPF#2 SOLE PLATE $ REVISIONS:
WITH 0:131"x 3 k NAILS
0.131x3Y"NAILS @ 8"O.C.-U.O.N.
NAIL PORCH SHEATHING AS NOTED DRAWN BY.
DOUBLE PLATE _ _ i FLOOR BEAM(AS NOTED) DJM
EXTERIOR FRAMED WALL —MINIMUM V16'RATED SHEATHING 4 CHECKEDBY.
EXPOSURE I FASTEN AS NOTED - - _ MJB-FSS
ON WALL LAYOUT(BLOCKALL EDGES) SLAB ON GRADE CONDITION RAISED FLOOR CONDITION Tine
FRAMING DETAILS
E SECTION EXTERIOR WALL PARALLEL TO TRUSS H SECTION INTERIOR SHEARWALL PARALLEL TO TRUSS K SECTION TYPICAL INTERIOR BEARING AND/OR SHEARWALL SHEET s of 3
so-4 So-4 THIS SECTION ONLY APPLIES WHEN REFERENCED sD-4 P SHEET:
nSD-4
TYPICAL HEADER TO KING STUD CONNECTION(SEE TABLE) ��(2)2x_SYP#2 DOUBLE T TT G ,
(TYPICAL DOUBLE PLATE SPLICE) PLATE(U 48"MINIMUM N)NAIL U L 1\J LK LH K
JOINT IN LOWER PLATE UM SPLICE LENGTHSBER
. JOINT IN UPPER PLATE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER I PLATES WITH 0.131"x 3" «
MINIMUM NAILING OF (TYPICAL) @ PICALSTUDTo I STAGGERED
STUD TO PLATE NAILING ENGINEERING, III
(16)0.131"x3"NAILS IN THIS ZONE �THRE,
LADED ROD ASSEMBLY CENTERED WITH 0.131"x 3 Ye"NAILS 6"O.0 STAGGERED NAILS @ 8
J ON SPLICE IN PLATE OR THREADED ROD DOUBLE.PLATE ED 714810LD ST.AUGUSTINE RD SUITE#202
8^MAX. 6"� / ASSEMBLY WITHIN 12'ON EACH SIDE OF JACK STUD AND KING. \CONNECTION I __TYPICAL FRAMING STUD SIZE END NAIL TOENAIL ? JACKSONVILL .32258
P'.904.886.2401 .90 2604367
JOINT 6 MAX. `STUD REQUIREMENTS AT CHANGE IN
(SEE WALL LAYOUT I I 2x4 (2). (3) lhulseng IIs net
PLATE HEIGHT
MSTA36 STRAP 2x6
A 91
..FLORIDA C. .NU BER:25846
"
CENTERED ON (3) (4) e
1 - CHANGE IN 2x8 (4) (5) s
THREADED ROD ASSEMBLY WITHIN I PLATE HEIGHT -
6 OF SPLICE IN LOWER PLATE 2x70 (5) (6)
ALTERNATE:IF ROD IS GREATER FI I 2x4 BLOCKING BETWEEN ggqUrN uurpnNrrrr.'
THAN 6"FROM SPLICE-ADD NAIL EACH PLATE TO JACK STUD / STUDS TOENAIL . m �` SSM qr'
WITH(3)0.131"x 3 Y"NAILS-TOENAIL ALL NAILS NOTED ARE 0.131 x 3 Y ` .., n x
OR ENDNAIL EACH END A ,
SSP AT SPLICE. OR ENDNAIL(TYPICAL TO ADJACENT IN 0
STUD WITH(3)0.13Vx 3 Y" 8 ` O ��G �•
NAILS
2x. SPF#2STUDS No 07 g
(SEE WALL LAYOUT) HEADER NAILING REQUIREMENTS * p
--DOUBLE SILL REQUIRED WHERE OPENING 2x6 (3)NAILS PER PLY A�` FL PE No0. l,..PB k
�
WIDTH EXCEEDS 61' U.O.N.) w C r
g r
2x8 (4)NAILS PER PLY a F-•��r'+r,�nor ��'�
THREADED ROD
ASSEMBLY AT
NOTED SPACING
dx
0 �
2x10 (5)NAILS PER PLY 'NNNINgNNfYrr�Ii11 -
JOINT IN SILL PLATE
2x_TREATED 2x72 (6)NAILS PER PLY
SYR SILL PLATE 2
9Y"LVL (5)NAILS PER PLY
u u u u u - u - u' a u o : u 1134"LVL (6)NAILS PER PLY
4 MIN, ANCHOR AS REQUIRED TYPICAL STUD TO SILL PLATE 14 LVL (7)NAILS PER PLY
(BEYOND)
EO 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) 1&
(SEE DETAIL"C"ON SHEET SD-3) NAIL EACH PLY WITH 0.131"x 3 Y' 9
NAILS @6"O.C.STAGGERED
L DETAIL-TYPICAL WALL FRAMING CONDITIONS -
so-s -
12"MAX. -
Li
INSTALL MSTA24 STRAP -
INSTALL DSP CLIP @32"O.C. LOOPED OVER DOUBLE
PLATE.NAIL TO CRIPPLE ON w
MAXIMUM SPACING (U.O.N.) EACH SIDE WITH(6) cuENi: '-
131"x 1 X^NAILS. BULKY DAVIS
DOUBLE PLATE $ SPRINGFIELD BUILDERS,LLC
" —JACKS AND KING STUDS - STRAP CRIPPLE _
" TO HEADER WITH .m PROJECT
(AS NOTED) ! LSTA18 STRAP Carpenter-Kenney Residence
HEADER(AS NOTED) g 731 PARADISE LANE
2x BLOCKING(TYPICAL) JOB NUMBER:
_ li.0935COUNTY,
DIIVAI
(3)0.131"x3X".TOENAILS AT EACH END ---- --- ----- --- - -- --- �A�
'
„gY Y = 1-0"(UON.)PICALTHREADED — 7--n THREADED
L EACROD ASSEMBLY ROD ASSEMBLY DO NOT SCALE THIS DRAWING
Y ,1 :
nWITH(3)0.131"x3Y"NAILS-:TOENAIL RELEASE DATE
OR ENDNAIL(TYPICAL) NOTE: - _ li i. .. . . NOTE E 07-16-15
THREADED Ili II II II III
. . DOD ASSEMBLY °vm
ASSEMBLY
THREADED
REvlsloNs.
BEVEL BLOCKING AS REQUIRED FOR MINIMUM 1 NOT REQUIRED AT GARAGENOT REQUIRED AT GARAGE
/z"NAIL PENETRATION INTO MAIN FRAMING DOOR OPENINGS(U.O:N.) DOOR OPENINGS(UON)
MEMBERS.(TYPICAL)
(2) SILL - n - II II - II. DRAWN BY. DJM
SHEATHING MAY CANTILEVER UP TO 2' `ANCHOR AS REQUIRED u �ANCHOR AS REQUIRED m CHECKED BY: MJB-FSS
MAXIMUM PAST SUPPORTS.ALLWINDOWFLUSH HEADER CONDITION DROPPED HEADER CONDITION = TIRE'
ATTACHMENTS MUST BE ANCHORED INTO 2x_ _ FRAMING DETAILS
MEMBERS. m SHEET 3 of 3
M DETAIL-TYPICAL ARCH TOP OPENING N DETAIL-DOUBLE PLATE STRAPPING OVER WIDE OPENINGS d SHEET:
50.5 SD 5 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SQ-5
IRING
END VERTICAL BRACING REQUIREMENTS LAST TRUSS
DIAGONAL
N BRACE O BLOC BRACING HENGINEERING,ULSBERG
NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILSBRITTLE FINISH FLEXIBLE FINISH 2x4 BLOCKING TOENAIL OR ENDNAIL INC
RATED ROOF SHEATHING
BRACING 16"O.C. 24"O.C. 16"OC 24"OC YE
NO TO ADJACENT TRUSS WITH 11481 OLD ST.AUGUSTINE RD.,SUITE#202
S JACKSONVILLE,FL 32258
NONE REQUIRED 0"70.53" 0"7047 0"7067" 0"TO 59 NAIL DIAGONAL BRACE TO INTERMEDIATE
WEBS WITH 2 NAILS P:904.8862401 FA9 .26
0.4367
ROOF SHEATHINGO w Ihulseng@benet
2x4 L-BRACE 54"TO 114" 4g°TO 99" 68 T0145' 60'TO 126" - 2x4 SPF No.2 DIAGONAL BRACE 8 FLORIDA C.A. M ER:25846
-- ROOF TRUSS(BY OTHERS)WITH (TYPICAL AT EACH END OF 2
2x6 L-BRACE 115"TO 182' 100"TO 158 146'70232" 127'T0201' BRACE(IF REQUIRED) CONTINUOUS LATERAL BRACING) e
NOTE:
BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER I I I TO REPLACE(1)ROW OF LATERAL BRACINGNAIL DIAGONAL BRACE TO TRUSS E aou"OpO�+p "^'xm�x
%� J 4
WEB WITH 3 NAILS -
S
INSTALL 2x4 No.2 SYP T BRACE NAILED TO � U FLEXIBLE FINISHES ARE WOOD SIDING,4ARDI-PANEL, ��> �� EACH PLY OF TRUSS WEB AT 6"O.GWITH. y • ' %BRICK VENEER,ETC. > CONTINUOUS LATERAL BRACE(QUANTITY O
—RATED ROOF SHEATHING ;. I4 <i 0.131"x 3"NAILS TO REPLACE(2)ROWS OFAND LOCATION DEFINED BY TRUSS SHOPP �/-2x L-BRACENAILEDTO I I I LATERALBRACING INSTALL 2x6 No.2 SYP VERTICAL WEB WITH_ IT-BRACE NAILED TO EACH PLY OF TRUSS <�` DRAWING.) N 5791
0.131"x 3"NAILS @ 6"O.C. -- -- WEB WITH 0.131"x TNAILS @ 6"O.C. /NAIL CONTINUOUS LATERAL BRACE TOi / .EACH TRUSS WEB WITH(2)NAILSVERTICAL WEB IN GABLE - -----/// ROOFJRUSSES(BY OTHERS) S ArEND TRUSS 5NOTES: €L'2xLOOKOUTS AT48"O.0 1) CONTINUOUS LATERAL BRACES SHALL BE 1x4 NOTE: ERAL BR CE No.3 SYP OR 2x4 No.2 SPF OR BETTER U.O.N. CO P.R24"O.C. <d T-BRACING TO BE USED WHEN CONTINUOUS ( ) IINIiItNt�ti111pN1N1
z SPACING(SEE TABLE), LATERAL BRACING IS IMPRACTICAL.- '..
2).ALL NAILS SHOWN SHALL BE 0.131"x 3"NAILS
(U.O.N.) c
A DETAIL-TYPICAL VERTICAL BRACING AT GABLE END SECTION-TYPICAL T-BRACE ' G DETAIL•TYPICAL LATERAL TRUSS BRACING
sD-s s0-s
2x4 SYP BLOCKING BETWEEN (3)0331"x 3 Y"TOENAILS r
LOOKOUTS H2.5A AT EACH LOOKOUT NAIL BRACE TO BLOCKING WITH(5)0:131"x 3 A"NAILS AT EACH LOOKOUT TO NUT&3"x Tx A"WASHER
2x4 LOOKOUTS @ 48"O.C.FOR TOP CHORD OF TRUSS. .(SEE THREADED ROD ASSEMBLY DETAILS.)
EXTERIOR SHEATHING SHALL OVERHANG 2x6 BLOCKING BETWEEN TRUSSES WITH 2x4 BLOCKING 12"LONG 2x_SCAB(MATCH BOTTOM CHORD)WITH Yz m
BE NAILED TO BOTTOM CHORD _ROOF SHEATHING(AS NOTED) // (3)0.131"x 3 Y4"NAILS EACH END REQUIRED BETWEEN SPACERS-NAIL W/(3)0.131"x 3"NAILS a
OF TRUSS WITH
0.131"x 2Y1{'NAILS @ 6"O.C. / ROOF SHEATHING(AS NOTED) LOOKOUTS g
(U.O,N.ON WALL LAYOUT). - — 2x_BARGE RAFTER BOTTOM CHORD OF GABLE END TRUSS
BALLOON FRAMED STUDS m
(AS NOTED) I I I FASCIA(BY OTHERS) THREADED ROD ASSEMBLY 4
SINGLE PLATE 14AIL TO TRUSS I SECTION A-A - 2x4 LOOKOUTS @ 48 0 C n
BOTTOMCHORDWITH 0.131"x3Ya" I O `-2x4 LOOKOUTS @ 48"O.C. T
NAILS 6"O.C. I FOR OVERHANG
II H3 CLIP OR EQUAL AT EACH H2.5A AT EACH LOOKOUT
LOOKOUT
-II v
GABLE END TRUSS(DROP GABLE) a
—ROOF SHEATHING(AS NOTED) m
2x6 BRACE SPACED @ 48"O.C. CLIENT.
UNLESS OTHERWISE NOTED TOP CHORD OF GABLE END 5 BUCKY DAVIS
D DETAIL BALLOON FRAMED GABLE END LOW CEILING VAULT Il I I I ON ROOF LAYOUT. TRUSS M SPRINGFIELD BUILDERS,LLC
so-s INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN Y OF EXTERIOR ROOF PITCH I I I I —ADD 2x4 T-BRACE NAILED @ 6"O.C. vERTICAL WEB OF GABLE END,® PROJECT
I I WITH 0:131 x 2%"NAILS IF BRACE TRUSS a Carpenter-Kenney Residence
H2.5A AT EACH LOOKOUT I I I I a LENGTH EXCEEDS 0`-0". `s 731 PARADISE LANE
2x4 LOOKOUTS @ 48 0 C FOR `a` - NUT&3"x 3"x Y"WASHER 7
OVERHANG \ doe NUMBER: COUNTY nUVAL
/ ROOF SHEATHING NOTED) -� 1/
j A 12"LONG SCAB SCALE: Y, _V-0"(U O.N.)
2x4 SYP BLOCKING BETWEEN / (MATCH BOTTOM CHORD)
LOOKOUTS DO NOT SCALE THIS DRAWING
�� WITH Y2"SPACERS
i ! i _ w RELEASE DATE
BALLOON FRAMED STUDS - 07-16-15
~—(AS NOTED) SEE SEE DETAIL"G"ON SD-6 REVISIONS:
DOUBLE PLATE /�GBC CLIP (2)..REQUIRED AT EACH BRACE - BOTTOM CHORD OF GABLE
INTERIOR VAULT / TOENAIL BOTTOM CHORD OF GYPSUM BOARD CEILING PND TRUSS F
EXTERIOR SHEATHING SHALL BE TRUSS TO DOUBLE PLATE WITH g DRAWN BY DJM
' 1. (2)2x DOUBLE PLATE
NAILED TO UPPER PLY OF 0.131"x 3Y4"NAILS @ 8 0 C THREADED ROD ASSEMBLY CHECKED BY:
DOUBLE-PLATE WITH 2x4 DRYWALL BACKING INSTALLED NOTE. MJB-FSS
/ 0.131"x 2)/2'NAILS @ 6"O.C. CONTINUOUSLY BETWEEN BRACES ALL MEMBERS SHALL BE#2 SYR 2x—STUDS TITLE:
a TRUSS BRACING AND
(U O.N.ON WALL LAYOUT)
GABLE DETAILS
E DETAIL-BALLOON FRAMED GABLE END HIGH CEILING VAULT r_F -� SECTION-GABLE END DIAGONAL BRACING_ G SECTION-PLATFORM FRAMED GABLE END SHEET.
so-s INTERIOR CEILING PITCH EXCEEDS Y2 OF EXTERIOR ROOF PITCH SDs THREADED ROD NOT SHOWN FOR CLARITY _G
sD s ry C� D
J V
INSTALL SPH—CLIPS AT 32"O.C.AT DOUBLE ULSBERG.
NOTE: PLATE ENGINEERING, INC.
ATTACH DOUBLE PLATE TO STUD PER
DETAIL"G"ON SD-7 _ -- _ ALTERNATE:MSTA24 STRAP LOOPED OVER 11481 OLD ST.AUGUSiwE RD.,sulTe 420
DOUBLE PLATE NAILED WITH 6 O 10d x 1 Y"NAILS JACKSONVILLE,FL 32258
UPPER LEVEL STUD EXTERIOR BEAM(AS NOTED) INTO EACH SIDE OF STUD Pi 904.886.2407E 904260.4367 -
Ihulseng@tellsoNh.net
CS16 STRAP(CUT TO LENGTH)FROM UPPER DOUBLE PLATE -UPPER LEVEL STUD FLOR A C.A.NU E :25846
STUD TO BEAM BELOW.@ 321'O.C.(U.O.N.). CS16 STRAP(CUT TO LENGTH)FROM UPPER
/ NAIL INTO UPPER STUD WITH(11)10d AND NAIL NOTCH BEAM AS REQUIRED TO STUD TO HEADER BELOW @ 32"O.C.(U.O.N.). t
/ 1 INTO BEAM WITH(11)10d NAILS. FIT BENEATH DOUBLE PLATE / — NAIL INTO UPPER STUD WITH(11)10d AND NAIL a ��a°1°•18111-1- rr�rrrrrArox�
BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE / INTO HEADER WITH(11)10d NAILS. _ Q•
BEAM BEARS ON{2)2x_JACKS - �. y
BEGIN NAILING 1"MINIMUM BELOW TOP OF (TYPICAL-U.O.N.) / BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE Q •��G N •••x.0
BEAM I NAILING NOT REQUIRED BETWEEN UPPER SILL
CONDITION: 1
PLATE AND LOWER DOUBLE PLATE -_ No 1-3 9�
BEAM(AS NOTED) (NOTCHED BEAM) _ E
FLOOR SYSTEM(AS NOTED) - c
A DETAIL-UPPER LEVEL STUD OVER BEAM = 'NAIL
/ PLATE NAILING °MINIMUM BELOW DOUBLE A AT
SD-7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED _ - s ��F• Q �, p$�`� `
- -- DOUBLE PLATE $
SHEATHING TODOUBLE PLATE WITH m cD „dant 1v Mei11111N
MONOLITHIC FOUNDATION-EXTERIOR (2)ROWS OF 0.131"x 2%"NAILS @ 6"O.0 LOWER LEVEL HEADER(AS NOTED)
NAIL SHEATHING ALONG BOTTOM OF HEADER@3"O.C.
8"x8"TITEN HD SCREW ANCHOR s -
or%":x 6"SCREW ANCHOR BY HURRI-BOLT,INC. INSTALL DSP CLIPS @ 24"D.C.OR
Dr%°THREADED Roo SET Y2"INTO ADHESIVE EBEAM
EXTERIOR BEAM(AS NOTED)XT_@ 3E
E �G1 DETAIL-CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW
o
STEMWALL FOUNDATION-EXTERIOR - SD-7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED -
Y2"THREADED ROD SETT"INTO ADHESIVE DOUBLE PLATE -
BEAMINSTALLEDBENEATH DOUBLE PLATE
INTERIOR APPLICATIONS- BEAM BEARS ON(2)2x_JACKS IF EDGE DISTANCE EXCEEDS 5" (TYPICAL-U.O.N.)
USE MONOLITHIC CONDITION /+ _ Metal Connector Fastening Schedule
CONDITION: 2 Silo son1D .USP ID Uplift Cact Ins Fasteners - Anchorage .D.N.'
A35 MPA1 nra (12)0.131"x1K" file g
(DROPPED BEAM) ABUIrl-Z P.AU44-TZ 220USYPI (12)0162x 21A'or(1210152x 311,' 518"off"sorted
ABU66-Z PAU66-TZ 2301 Le)0.162"x 2Y'or(1210162'.3''A 5/8"wr7'eorbea =
DETAIL-TYPICAL DTT2-Z INSTALLATION E DETAIL-EXTERIOR BEAM TO WALL CONNECTION 082E RSPra2 s(PYPPo or (8)J 1488xx1h nm stude (22"°``' m
B a
(6)0148 H1h'm[o double plate
SD-7 (USP DTB-TZ SIMILAR) SD-7 DTT2Z DTC12 2145GYP)1835(SPF) (3)s x I h SDS 'A .14%'eob.d(monor and 7'emted Isom
GBC HC520 nra (5) 1131-x Ph'into gable brace ./a
(7)0131`x 215'into double Piet.
MONOLITHIC FOUNDATION-EXTERIOR H2 5A nra:user -- 6001 9.131'x 21A'In each end-(10)total nra
Y"x 12"TITEN HD SCREW ANCHORH27 n/e:fire RT7 545(SYP or SPF) (5)0 131-x 116^In each end-Ln)loran We
ALTERNATE ANCHOR: H3 - - RT3A. 455(sYP) (4)0.131-x 2'A',n earn end-(8)star na.
or XY THREADED ROD SET 7"INTO ADHESIVE EXTERIOR He LFTAa ge0(SYP)e20(SPF) (6)9131 xrh-in each end-(16)totI nra
x6 TITEN TO Hs RTSA 745(SYP) (5)0145 xrA'm each end-(19)total are -
STEMWALL FOUNDATION-EXTERIOR BEAM (MECHANICALLY GALVANIZED) HCO3 n/e fire UPHDs 7630(SYP7 5495(SPF) (20)v x 3'SDS 7/8'w(15'embed(SET epoxy only) Ir
D 1 Hous PHDs - s4s(sYP)4oEs(sPP) . (14)r'x zx's0s - s/5'wn'.mt.a lmono>and lz sort..(stxm 1
) WITH 2"x/3"WASHER
r
XV THREADED ROD SET I2"INTO ADHESIVE - HDUS PHEA 6970(SYP15920(SPF) (201.'.3'SES 7/S'nor 15 embsd(SET apoeo only) s
77��ROM HETg16 HTA9fi - 18101 PI (1910148"x 1''A 4"embed s
f/ POST TO BEAM HTS2o,HTS24 or HTS30 LP 20 HLN2o or HM30 1450(SYP)1245(SPF) 11010 148 x 3"r on end-(201 total nra , CLIENT:
INTERIOR APPLICATIONS- _ - BUCKY DAVIS
IF EDGE DISTANCE EXCEEDS 5"USE LAP BEAM PLIES AND HTSM1s or HTsmzo HPNM s or t:rnM25 '1178(s�P> _ (e)o t46 x s into wood n/a a
w) x zr'rlt nide a `x SPRINGFIELD BUILDERS;LLC
�"x 12"TITENHIDANCHOR NAIL AS SHOWN-(5) - (4).4 x 13:"Tier into concrete -
5 „ H7T4 HTT4 4235(SYP) 3640(SPF) (18)0 162 x 2'k 5/8"wi 7'embed(mono]and 12 embed(e[em 't PROJECT:
or/6 x 8 TITEN HD SCREW ANCHOR 0.131"x 3 Y"NAILS PER PLY H775 HTT5 5o90(SYP) 4375(SPF) (26)0162'x 2v 5/8"w17 embed(mono)and i2'sorted(stem
or Xb"THREADED ROD SET 6"INTO ADHESIVE ' — LTP4 Mi P4F tra (12)0 131 x.rv, nra In CaI'penteM1Kenney ROSidaDC¢
PT POST(AS NOTED) LSTA1s A 18 12,5(svq 1110ISPF) (3)9148 x 3'in sacn end-04)total Wn - 731 PARADISE LANE
DETAIL-TYPICAL HTT5 INSTALLATION LT512 12 7-5(=YF)665(SPF) 6,°,46 x 3'In edit end-(12"°`
MSTA24 MSTA24 1640(SVP)1455(SPF) (9)0 148 x 3'in each end ("e)total the JOB NUMBER:' COUNTY
MSTAM24 MSTAM24 15000YP or SPE) (9)0148 x3'into wood n/o 9 - DUVAL
( ) EXTERIOR BEAM PT POST(AS NOTED) (s) x z'/< Tfen Into cvh $ SCALE.
- (5) < x 1%'Tten Ina concrete - - -- - 9 g =V-0"(U.O.N)
H6 CLIP FR6MPOST
SD-7 USP PHD6 SIMILAR TO BEAM III
ABU POST BASE MSTA30 MSTA30 2050(SYP)1320(SPF) (IT 9148'x 3'm h end t22o.tal_nra
(AS H ,III Pd5TA36. MSTA95 20511 SVP or SPF)'. (170.t48'x 3"T deet and (261 total n%a DO NOT SCALE THIS DRAWING
MONOLITHIC FOUNDATION-EXTERIOR. AS.NOTED e
7 -'� ( ) MSTAM36 MSTAM36 1870(SYP or SPE) (1 )0146 x3"into rood fire _ - RELEASE DATE:
THREADED ROD SET 15"INTO ADHESIVE s/e"THREADED ROD __ (6) 2 'Tte
PLAN VIEW AT TOP OF POST o -- 07-16-15
WITH NUT SET IN (s) 1%"Tie Ito rn crate
STEMWALL FOUNDATION-.EXTERIOR' 0 ADHESIVE MTS112 prWITS 20 MTW12 or MTW20 1000(SYP)8601 (7)914 "x 3'in...n aand-(14)star III � REvlslous:
MTSM 16 or MTSM 20 IRWM 16 or HNUM20 860[SYPI (7)0148 x4 1ntowood nra
e"THREADED ROD SET 15"INTO ADHESIVE I7"EMBEDMENT) (4)14 e 2C'Tien Its CMU 9
INTERIOR APPLICATIONS- 4 t a a / PA51 -NCI 3685OYP pr SP F) (21)0 152 c2% or(21)0162'x 3%" 4embed A DRAM BY
I SPH.or SPH6 SP H4 or SPTH6 680(SYP'585(SPF (12)0 146 x 11/2nra _ w DJM
IF EDGE DISTANCE EXCEEDS 5"USEa
SSP PSPTf 359(SYP.r sPE) (4)0 tai x 1'/,"into studs Wea
1 . - - - - -p CHECKED BY:
YF THREADED ROD SET 8"INTO ADHESIVE � � 11 % / (3)0143xtv"mto road MJB-F5•.5•
STHD14 ST D'4 _ 4430(SYP or SPF) (38)0148 z3N' 14 emoed TITLE
Ne1.a, METAL CONNECTOR
SIDE VIEW AT BASE OF POST 1 Au aennecNrs are Fra afacmred W Slmpsol St onoTe.rUSP Stmcmrvl Connertors nu 0 N.) DETAILS
D DETAIL TYPICAL HDU8 INSTALLATION DETAIL TYPICAL CONNECTIONS AT EXTERIOR POST °1-n m Fine SPE prfi w
3 Mono-fit 1 net on rte Stern m ean,stem.+all or bond beam i g SHEET:
SD 7 (USP PHD6 SIMILAR) SD 7 !4 An rhorege iefiira to mreaded ancho s dint.noted dlametem and embedment depths s
C D 7
e v /
HULSBERG
AVE
USS 11 ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD,SUITE#202
\r\S�tipNE JACKSONVILLE,FL 32258
Pt 904.806.2401 F:904 260.4367.
- jhulsen9@6llsauN.net
FL AC.A UMBER:25846 .
OPTIMAL 22%x.
L 10° 0" l u •`•"•0"'nm a wnu,�n
Imp
3011 I TYPICAL SDWC SCREW*TTR
RUSS BEARING ON NSklEDGE GRAINQ
"A"ON SD-7a ORREW IS - ''WC SCSD s"B"ON SD-7aACCEPTABL€ 50791 =y"MAX.
BEARING WALL * 3 $T OF •t 4�,
TRUSS TO TOP PLATE SHOWN
(RAFTER TO TOP PLATE SIMILAR) - EDGE GRAIN BEARING CONDITION �•••.•F ``.••
SDWC15600 NOTE.
P
{ UTILIZE METAL INSTALLATION GUIDE TOOL v COMMENT . pttttt wIlIt11--
PROVIDED BY MANUFACTURER. TRUSS e
TION
A DETAIL-STANDARD ROOF TO WALL INSTALLATION
SD-7a SALIGNEDWITH STUD n
TRUS )
ONLY CLIPS ARE ALLOWED TRUSS BEARING ON
WITH THIS CONDITION END GRAIN a
(EXTENDED VERTICAL)
(NO SDWC SCREWS) SDWC SCREW IS NOT s
ACCEPTABLE
® _ - BEARING WALL
END GRAIN BEARING CONDITION
TliusS To TOP PLATE SHOWNDETAIL-SDWC AT EDGE I END GRAIN CONDITIONS' 12
1
(RAFTER TO TOP PLATE SIMILAR)
ED 7a
1"MIN MIN - A
=DO NOT INSTALL SDWC IN
CLIENT.
SDWC15600 HATCHED AREA NOTES BUCKY DAVIS
J. INSTALL SDWC SCREW SO THAT FASTENER HEAD IS FULLY COUNTERSUNK = SPRINGFIELD BUILDERS,LLC
DETAIL' STANDARD SDWC ROOF TO WALL INSTALLATION INTO THE DOUBLE PLATE c=8°). m PROJECT.
r sD-7a (TRUSS OFFSET FROM STUD) Carpenter-Kenney Residence
2. VERIFY THAT THE ENTIRE SHANK OF THE SDWC SCREW tS INSTALLED INTO t 731 PARADISE LANE
A WOOD MEMBER.
e JOB NUMBER: COUNTY:
TRUSS(RAFTER SIMILAR) 3. SCREWS ARE SHOWN INSTALLED ON THE INTERIOR SIDE OF THE.WALL 9 SCALE:
INSTALLATIONS ON THE EXTERIOR SIDE OF THE WALL ARE ACCEPTABLE _ a".=1'-0"(U.O.N.)
WHEN THE RAFTER.OR TRUSS OVERHANGS THE TOP PLATE A MINIMUM OF DO NOT SCALE THIS DRAWING
MINIMUM EDGE DISTANCE T_ 31-1 - - RELEASE DATE
g
(WITH OR WITHOUT APLATE SPLICE) 07-16-15
4. TYPICAL HURRICANE CLIPS(PER TRUSS CONNECTOR SCHEDULE)SHALL �, REVlsoes
BE USED TO REPLACE MIS-INSTALLED SCREWS ANDIOR SCREW
INSTALLATIONS WITH WOOD SPLITTING, REMOVE SCREWS BEFORE
INSTALLING CLIPS. EBY.
OFFSET Ya"FROM--I I` SPLICE MAY 5. ATTACHMENT THROUGH END GRAIN VERTICAL IS NOT ALLOWED.TOP PLATE BE IN UPPER MJBSDSSPLICE FOR FULL ORLOWER SDWC TRUSSVALUESPLATESYSTEMDETAIL-SDWC MINIMUM EDGE DISTANCE ®-7 a
1 HULSBERG
1 ENGINEERING, INC.
DOUBLE PLATE 11481 OLD ST.A000STINERD.,SUITE#207
-- JACKSONVILLE,FL 32258
' P:904.8862401 F:904.260.4367
jhulseng@bellsouth.net
FLORIDA CA.NUMBER:25846
HEADER(AS NOTED)MAYBE RAISED TO BOTTOM QyO� E SF 50 %•,
OF DOUBLE PLATE-MINIMUM(3)2x4 REQUIRED AT
TOP OF OPENING WITH RAISED HEADER. N 791
FASTEN SHEATHING TO HEADER ° "o 16 •^a���c`
IN 3"GRID PATTERN AND FASTEN (2)MSTA30 STRAPS p ,O� R
SHEATHING TO ALL FRAMING @ 3"O.C. ° ° Co nNOTE:SHEATHING ONLY SHOWN FOR QN\Alt s
USE 0:131"x2Yz"NAILS AT ALL LOCATIONS(U.O.N.) y,/
NARROW WALL SECTION.
REMAINING SHEATHING NOT a
FASTEN PLATE TO HEADER- SHOWN FOR CLARITY. m
w/(2)ROWS OF 0.131"x 3 Y"@ 3"O.C. ° ° MINIMUM(3)STUDS
MINIMUM(3)STUDS °
16
MINIMUM 16'
RATED SHEATHING
m
NAIL BLOCKING TOGETHER
wl(3)EVENLY SPACED e
0.131"x 31/4" °
STHD14 EMBEDDED STRAP
(OR HTT5 IF NOTED) y CLIENT
s BUCKY DAVIS
° ° SPRINGFIELD BUILDERS,LLC
EPDXIED ANCHOR BOLT \\\ STHD14 EMBEDDED STRAP 2 PROJECT:
wl(7)MIN.EMBEDMENT wl (OR HTT5 IF NOTED) g Carpenter-Kenney Residence 731 PARADISE LANE
MINIMUM 2"x 2"x/s"
PLATE WASHER e JOB NUMBER: COUNTY.
I' SCALE
CONCRETE FOOTING Y' =1'-0"(U.0 N.)
b/.
PER FOUNDATION PLAN. n DO NOT SCALE THIS DRAWING
Qa ° RELEASE DATE
a a 07-16-15
REVISIONS
a
a & DRAWN By DJM -
a 4a 4 CHECKED BY.-MJB-FSS
TITLE.
APA WALL DETAIL
DETAIL-NARROW WALL METHOD DETAIL „ SHEET
SD-8 o
SQ-8
L
Q