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LOT COVERAGE:
A-TH R E E ELEVATION5 AND ROOF PLAN
HOU5E (porch Included) 1945 L----- I N
A- FO U R FOUNDATION AND 5ECTION o
DRIVE WALK 400 (for reference only - see 5tructural) W Z 0 P
A/C PAD 5TOOP5 50 w Z
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LOT 5100 AND TRASH CANS W Q
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PERCENT COVERED 47% ❑ FLORIDA ENERGY EPPICIENCY CODE 0 -
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ITEM 2 5EALED 5URVEY _ m
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LEGAL:
1 .) ELECTRICAL WIRING PER NEC 2008
LOT 2, BLOCK 1509 5ECTION ��h�� W
BEACH,
p F p 2.) ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT,
ATLANTIC BEACH, A5 RECORDED SINGLE PHASE, I5- AND 20-AMPERE OUTLETS
FRONT PORCH INSTALLED IN BEDROOM5 SHALL BE PROTECTED
I N PLAT BOOK 18, PAGE 34 — — — — — — — — — — — — — — - BY AN ARC-FAULT CIRCUIT-INTERRUPTER L15TED —
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1 ) OCCUPANCY CLA55 15 GROUP R-3 W W
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3) APPLICABLE CODE5: �
2010 FLORIDA BUILDING CODE, RE51DENTIAL W N
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CURRENT ATLANTIC BEACH LAND DEVELOPMENT CODE
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- jol A FOUNDATION SURVEY SHALL BE PERFORMED w
AND A COPY OF THE SURVEY SHALL BE ON SITE
TYPICAL ALL AROUND
FOR THE BUILDING INSPECTOR'S USE PRIOR
2„ TO FRAMING INSPECTION.10' 6'-4" N @ PORCH z
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~ r DESIGN SPECIFICATIONS: GENERAL NOTES:
g. All concrete slabs on grade shall be the thickness as indicated on the drawings over ULSBERG
Project has been designed in accordance with the 5th Edition(2014)Florida Building 1. The scope of these plans is limited to the structural requirements of this project. minimum 6 mil. polyethylene(visqueen)vapor barrier.Slabs shall be reinforced with
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 OLD ST.AUGUSTINE RD.,SUITE#202
DESIGN CRITERIA: complying with ASTM C 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 manufacturer's recommendations. P:904.886.ng@ F:outh.n 0.4367
m jhulseng@bellsouth.net
Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type
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.NUMBER:25846
Basic Wind Speed: 130 mph E
Building Risk Category: II other deleterious material.Structural fill shall be compacted to a density of at least y
3. The contractor is responsible for the means and methods of construction. It is the o o A
p 95/o of the Modified Proctor Maximum Dry Density(ASTM D1557).Termite protection E �..�`` fj M P 'N,,
Wind Exposure: B(Enclosed Structure) contractor's sole responsibility to determine the procedure,sequence,and temporary shall be provided in accordance with applicable code requirements. If soil treatmentCJ •.,,SQ��'''
Building Classification: Residential a `
bracing as to insure the safety of the building and its component parts during is used,the treatment shall be done after all excavation,backfilling,and compaction 3 ° Q .•
Building Type: Type V Construction 9. P G •('`
Wind-Borne Debris: NOT located in the wind-borne debris region construction. is completed. 0�•VN a
p y 4. The contractor shall verify all conditions and dimensions at the job site prior to 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be
Unless otherwise noted,project site considerations shall be the responsibility of the c
owner and/or contractor. Examples of such items include, but shall not be limited to, commencing work. compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density -
t
determination of grade elevations,drainage features,and special requirements (ASTM D1557)for a depth of at least two feet(2'-0")below the bottom of the footing. .t� 0�
associated with FEMA flood hazard and/or DEP zones. 5. The contractor shall supply,locate,and build into the work all inserts,anchors,angles,
plates,openings,sleeves,hangers,slab depressions,or other components as may be 11. The following minimum concrete cover shall be provided for reinforcement:
DESIGN DEAD LOADS: required to attach and accommodate other work. 3" Concrete cast against and permanently exposed to earth e y.,,���� F(` •ffi
2" Concrete exposed to earth or weather
Floors: 6. All details and sections shown on the structural drawings are intended to be typical 1 %"Concrete not exposed to earth or weather - "'' + �1
and shall be construed to apply to any similar situation elsewhere in the work except coMMENts:
The design floor dead load of 12 psf assumes a floor system utilizing wood decking or
wood subflooring over wood truss,wood I-joist,or solid sawn lumber framing. The floor where indicated otherwise. 12. All continuous reinforcing steel in concrete shall be lap-spliced with the following s
covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer shall be minimum lengths:
notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural details and sections. The contractor #4 bars: 21"minimum m
shall contact the Engineer for clarification in cases of conflict between the structural #5 bars: 26"minimum
Roofs: drawings and any drawings prepared by others prior to commencing work. #6 bars: 32"minimum
E
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. 13. Reinforcement in footings shall be bent around corners or corner bars shall be used.
Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable soil bearing capacity of
2000 psf. The Engineer shall be notified if soil conditions encountered differ from the 14. The contractor shall provide spacers,chairs, bolsters,etc., necessary to support _
noted assumptions. All requirements for site preparation and soil compaction reinforcing steel.Support items which bear on exposed concrete surfaces shall have
DESIGN LIVE LOADS: g PP p
specified in the soils report shall be followed unless more stringent requirements are ends which are plastic tipped or stainless steel.
Floors: specified in these plans. -
Exterior Balconies: 40 psf MASONRY:
Exterior Decks: 40 psf CONCRETE:
Stairs: 40 psf(or 300 Ib point load) General:
Garages: 50 psf(or 2000 Ib point load) 1. All concrete work shall be in accordance with"Building Code Requirements for
All Other Areas: 40 psf Structural Concrete,"ACI 318-11,and"Specification for Structural Concrete,"ACI 301 1. All masonry work shall be in accordance with"Building Code Requirements for
Masonry Structures,"ACI 530-11,and Specifications for Masonry Structures,"ACI
Attics: 2. All concrete shall have the following minimum compressive strength at 28 days: 530.1-11
Slabs on grade,footings,and misc.concrete: fc=2500psi
Without Storage: 10 psf
Structural slabs,walls,beams and columns: fc=3000psi 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of
With Limited Storage: 20 psf !
With Storage: 30 psf(fixed stair access) Designated radon zones only-all concrete: fc=3000psi 2000 psi per ASTM C1019.Grout shall be mixed to provide a slump between 8"to 11".
Roofs: 3. Cement shall conform to"Specification for Portland Cement"(ASTM C150) 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used
Less than 4:12 slope: 20 psfin brick veneer.
4:12 slope or greater: 16 psf 4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33) m CLIENT:
4. The contractor shall be responsible for the design and installation of all flashing. ELITE CUSTOM HOMES&
DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts of oil,acids,alkalis,salts,organic RENOVATIONS,INC.
material or other substances that are deleterious to concrete or steel reinforcement. Concrete Masonry(CMU):
PROJECT:
Walls: LOT 2 ATLANTIC BEACH
Wind loads with plaster or stucco finish: L/360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the 1. Concrete masonry units(CMU)shall be ASTM C90-11 B, Hollow Load-Bearing
Wind loads with other brittle finishes: L/240 structural drawings.All reinforcing details shall conform to"Details and Detailing of Concrete Masonry Units,normal weight,with a minimum compressive strength of COUNTRY CLUB
Wind loads with flexible finishes: L/120 or L/180* Concrete Reinforcement,"ACI 315,unless detailed otherwise on the structural 1900 psi(fm=1500 psi). m JOB NUMBER: COUNTY:
* 15-1663 DI IVA]
L/180 for exterior walls with interior gypsum board finish. drawings. SCALE:
Floors: 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following Y8" =1'-0"(U.O.N.)
7. Tolerances for foundation and slab alignment as well as pminimum lengths: o
Live Load: L/480 placement of reinforcement
FDO NOT SCALE THIS DRAWING
Total Load: L/240* shall be in accordance with"Standard Tolerances for Concrete Construction and #4 bars: 20"minimum �� 1
Materials,"ACI 117. Footing or slab edges may be u to 1/2"inside of the sill late. w RELEASE DATE:
*Increased floor stiffness may be required by floor covering manufacturer 9 9 Y P p #5 bars: 25"minimum se. J 01-04-16
#6 bars: 30"minimum REVISIONS:
Roofs:
Live Load: L/240 3. Grout all cells containing vertical reinforcement in 5'-0"maximum lifts.
Total Load: L/180 -
4. Provide xleanouts per ACI 53p,,.'L�,1.yriJt>�hgttp�SQy�s�,,p $pnr 6MOU 11,C m DRAWN BY CMF
height exceeds 5'-0". VitWCiJ VK Lr C V iAIV CHECKED BY:
CITY OF ATLANTIC BEACH FSS
5. Beam reinforcement shall be continurfs111'MIff9aR ADDITIONAL = TITLE:GENERAL NOTES
REQUIREMENTS AND CONDITIONS - SHEET 1 of 2
SHEET:
REVIEWED 8Y: 2/g;�a, g
DATE:
S-1
L
I
1
Clay Masonry(Brick): 13. Fasten plies of 1 '/4'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. IJLSBERG
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 HENGINEERING, INC.
Hollow Brick,respectively. Grade SW shall be used. 4-ply beams with(2)rows of Simpson 6%"long SDW screws @ 12"o.c. pressures indicated below and shall be installed in accordance with the manufacturer's - 11481 OLD ST.AUGUSTINE RD.,SUITE#202
requirements. -
JACKSONVILLE,FL.32258
2, Brick veneer shall be anchored with approved ties spaced no more than 16" o.c. STRUCTURAL STEEL: - P:904.886.2401 F:904.260.4367
vertical and 16"o.c. horizontal. Additional ties shall be provided around all wall jnuiseng@bellsoutn.net
openings greater than 16"in either direction,and shall be spaced no more tt an 36" 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and FLORIDA C.A.NUMBER:25846
o.c.and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions). o
a.Welded connections: AWS D1.1 WIND PRESSURES ON WINDOWS DOORS &
3, Strand wire veneer ties shall not be less in thickness than No.9 gage wire a d shall b.Structural steel shapes, plates: ASTM A36 u�raq„�
tgNtN
have a hook embedded in the mortar joint. Sheet metal ties shall not be les than No. c.Structural steel pipe: ASTM A53 or A501 SOFFITS (PSf) y "a``�'� IMPS �y'oy
22 gage by 7/8"corrugated and fastened with 1 '/<"galvanized roofing nails. d.Structural steel tubing: ASTM A500 d • Q" 1�5E••'�����''
Adjustable or strand wire veneer ties shall be used at CMU walls. AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE (4) 'moi
2. All structural steel connections and fabrications shall comply with AISC specifications. a;' 1
4. Unless otherwise noted on the plans,a steel angle L4x4x1/4 shall be used for
Pos Neg Pos Neg 001
4.
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.
windows where brick is self-supporting. If the length of the opening exceed 6-0"then 0 to 20 sf 18.3 -24.5 18.3 -19.8 - OV y
the steel angle shall be attached to the wood framing with%$'x 3"lag screw @ 12" 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes 20.1 to 50 sf 17.5 -22.8 17.5 -19.1 0 •.•e �+
o.c.or Simpson Y4"x 3"SDS screws @ 12"o.c, shall not be used. 50.1 to 100 sf 16.4 20.6 16.4 -18.0 Q
100.1 to 200 sf 15.5 -19.1 15.5 -17.1 �'a�®" L.�pp�psr�
WOOD FRAMING: 5. Bolts shall be installed to the"snug-tight"condition-u.o.n. 200.1 to 500 sf 14.7 -17.4 14.7 -16.3
Soffit Design Pressure 18.3 -24.5 18.3 -19.8 a COMMEN .% 0A"'
1. All wood framing has been designed in accordance with"National Design Specificatior 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior -
(NDS)for Wood Construction,"2012 edition. to painting,steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning" ±0.18
. Base Design Pressure 15.50 GCpi=
2. Southern Yellow Pine member design incorporates design values for all SiZE s and 7. SSPC Paint 36(polyurethane)shall be applied as the final coat to all structural steel d
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,"pub ished by
the Southern Pine Inspection Bureau(SPIB). 8. Field touch-up after installation where required to restore final finish. TYPICAL EDGE STRIP(5)
a=3.5' E
3. All wood members exposed to weather or in contact with masonry,concretE or soil HARDWARE AND ANCHORS: _
shall be treated with an appropriate preservative suitable for the exposure conditions. TYPICAL INTERIOR ZONE(4)
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 require United Steel Products(USP), or Engineer approved equal a
hot-dipped galvanized nails meeting ASTM A153,Class C,or ASTM B695, lass 50. $
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
F1554, Grade 36.
5. Prefabricated wood trusses shall comply with NDS and"National Design Standard 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 B695,Class 50.
m
7. The Truss Manufacturer shall submit shop drawings and design notes witha 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 rated load Florida Product Approval)and installed according to the manufacturer's Instructions.
a i
capacity of the truss to truss connectors,and the manufacturer's license to bricate Holes shall be cleaned of all debris and brushed out prior to installation of anchor - r
trusses utilizing the connector system proposed.The contractor shall approve adhesive.
fabrication and installation drawings showing size,shape and layout.
ROOF COVERING: CLIENT:
8. Jobsite handling and erection,including temporary bracing,during installation of HOMES&
trusses shall comply with TPI/WTCA BCS] 1. 1. The contractor shall be responsible for the design and installation of the roof covering - = ELITE CUSTOM E
RENOVATIONS,INC.
system. -
PROJECT:
9. All prefabricated wood trusses subjected to uplift conditions shall be secure y fastened ..........
m
to their supporting walls or beams with metal connectors as noted in the Tr ss 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the LOT 2 ATLANTIC BEACH
. .... :
Connection Schedule. manufacturer's requirements. COUNTRY CLUB
JOB NUMBER:
10. All gable ends shall be balloon framed or braced in accordance with the ap Iicable 3. Clay and tile roofs shall be installed per the"Concrete and Clay Roof Tile Installation y COUNTY:
detail as shown in the structural drawings. Manual,"and the manufacturer's requirements. :: 3 SCALE:
%" =1'-0"(U.O.N.)
11. Guardrails,handrails,and guard in-fill components(Balusters and Panel Fil ers)shall 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according E DO NOT SCALE THIS DRAWING
be provided by others. to the manufacturer's requirements. .... ....................... .. d RELEASE DATE:
01-04-16
12. Engineered lumber(LVL,Parallam or LSL)shall meet the following minimu n material 5. The contractor shall be responsible for the design and installation of all metal flashing a REVISIONS:
specifications: and valley material. _
LVL or Parallam LSL
E=2,000,000 psi E=1,550,000 psi = DRAWN BY:
.. CMF
Fb=2,600 psi Fb=2,325 psi
Fc=750 psi Fc=900 psi a CHECKED BY: FSS
Fv=285 psi Fv=310 psi _
TITLE:
GENERAL NOTES
- SHEET 2 of 2
j
SHEET:
a 2
L
ULSBERG
34'-0" HENGINEERING, INC.
m 2T 0 7--0" M�N�L�TH�Ci 11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
- P:904.886.2401 F:904.260.4367
ihtilseng@bellsouth.net
FLORIDA C. NUMBER:25846
— — — — — — — — —
s
B N� t
cr
« «
3 p
N `� � `'PE
PROVIDE RECESS—
FOR
ECESS 0 FL
150791
FOR SHOWER Z? SD 2 I a COMMENTS
XPAND FOOTING T I E
____ 30"Y 30"x 12"PAD FOOTING
L WITH(2)#5 EACH WAY J
E
4"CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF a
OR FIBERMESH OVER 6 MIL VAPOR BARRIER
N ( COVERING CLEAN AND COMPACTED FILL `�l
(
in I Eo g
Bca>
I D1
N - - - - - - - - - - -a _
FILL, COPY '
17'-8"
CLIENT:
ELITE CUSTOM HOMES&
O RENOVATIONS,INC.
SD 2 W PROJECT:
LOT 2 ATLANTIC BEACH
COUNTRY
_�J- I- I CLUB
T rD t JOB NUMBER: COUNTY:
SPECIAL EMB DED STRAPS D 1 15-1663 DUVAL
REQUIRED AT RROW WALLS 3 SCALE:
SEE DETAIL"A" N SHEET SD-8 1 0"(U 0 N.)
CJ=SUGGESTED CONTROL JOINT E
- — — — — — — — I NO E: I LOCATIONS(SEE DETAIL"T"ON SD-2) 00 NOT SCALE THIS ORAwwO
CONTINUOUS F OTING AC OSS m RELEASE GATE:
CONTRACTOR SHALL VERIFY ALL DIMENSIONS 01-04-16
_ GARAGE DO R OPENI G _ REVISIONS:
USING FINAL APPROVED FLOOR PLAN PRIOR
C) TO CONSTRUCTION
10 L
o — — — Q DRAWN BY: CMF
J m CHECKED BY:
- FSS
24"x 24"x 12"PAD FOOTING 6 2" 14'-3" E TITLE:FOUNDATION PLAN
WITH(2)#5 EACH WAY(TYP.)
SEE DETAIL"E"ON SD-1 Y 6 V-42" 1'102"
34'0" FOUNDATION PLAN
SHEET:
2" ® %
J_
,
FULL HEIGHT WALL SHEATHING Nores:
ULSBERG
_ ENGINEERING, INC.
1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 - 11481 OLD ST.AUGUSTINE RD.,SUITE#202
CONT. 2 SPANS STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-1%"-U.O.N. _ JACKSONVILLE,FL.32258
TT5 (2)2x6 HEADER P:904.886.2401 F:904.260.4367
HOEDOWN 2J 2K jhulseng@beilsouth.net
2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 FLORIDA C.A.NUMBER:25846
SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9'-1%" U.O.N.
(2)JACK
(MIN.) 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE"(SIDING) U.O.N.
NOTIFY ENGINEER OF ANY VARIATIONS. ���`��� S PSOse
'''%,,
B'__ e ,
(2)2x4 BUILT-U / .. (2)2x4 BUILT-Up/
POST(MIN.) POST(MIN.) _ f0•.41 cc
g
o �(� Of ° u
THREADED ROD LEGEND:
COMM
EN ?qra,++au+xaxnq�,'
. _ %"THREADED ROD FROM FOUNDATION TO DOUBLE -
PLATE.(4"MINIMUM EMBEDMENT REQUIRED)
THREADED ROD FROM FOUNDATION TO UPPER FLOOR
DOUBLE PLATE.(4"MINIMUM EMBEDMENT REQUIRED) W
3
...........
(5)2x4 BUILT U E
POST(MIN.)w/ ❑ = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE
DTr2 z HOEDOWN SHEARWALL LEGEND:
B6�..•� AT SILL -
(5)2x4 BUILT-UP- = NON-BEARING WALL
POST(MIN.)w/ -
DTT2-Z HOLDOWN II .. II O = BEARING WALL
AT SILL (2)2x4 BUILT U
POST(MIN.) .•......... SW-6
O = SHEARWALLS FASTENED WITH c
II 8d COM(0.131"x M")NAILS @
6"O.C.ON EDGES AND 12"O.C.
ON INTERMEDIATE SUPPORTS.
—SW-3—
........ ........... O = SHEARWALLS FASTENED WITH
N 8d COM(0.131"x MY)NAILS @
SD 53"O.C.ON EDGES AND 12"O.C. -
a
it II
TYPICAL ALL .: ON INTERMEDIATE SUPPORTS.
EXTERIOR WINDOW AND
SBS = SHEATH BOTH SIDES OF WALL
DOOR OPENINGS AT INDICATED SHEARWALL CLIENT:
3
.. ELITE CUSTOM HOMES&
II
NS INC.
NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"AND
RENOVATIONS,
II II SHALL BE NAILED @ 3"O.C.TOP AND BOTTOM PER m PROJECT:
DETAILS"A"&"B"ON SHEET SD-3-U.O.N. LOT 2 ATLANTIC BEACH
II WOOD FRAMED HEADER LEGEND: COUNTRY CLUB
II SIZE s
JOB NUMBER:
couNTv:DUVAL
CONT. 2 PANS TT5 II OF HEADER 3 SCALE: �" =1'-0"(U.O.N.)
(2)2x8 H DER HOEDOWN :. a 2 2x_HEADER DO NOT SCALE THIS DRAWING
2J 2K J K y RELEASE DATE:
01-04-16
2 JACK S�3 II QUANTITY QUANTITY REVISIONS:
SD 7 O (MIN.) _ — —3- i = GARAGE DOOR NOTES OF JACKS OF KING STUDS r
2 2x10 PORCH OE (2)1/ x 11/ LOL CONTINUOUS TO CO ERS 1. INSTALL U MSTA30 STRAP AT EACH END NOTE: = DRAWN BY:
NOTE: BEATYPICAL) OF GARAGE DOOR HEADER.NAIL STRAP CMF
EACH FRONT POST SHALL BE TREATED BE — ONSTRUCT USIN ALL WOOD FRAMED LOAD BEARING HEADERS
4x4 POST ON ABU44-Z POST BASE APA NARROW WALL METHOD INTO HEADER AND JACKS BELOW. SHALL BE MINIMUM(2)2x6 No.2 OR BETTER d CHECKED BY: FSS
STRAP POST TO EACH BEAM ABOVE NOTE. WITH HEADER CONTINUOUS SYP.ALL EXTERIOR HEADERS SHALL BE TITLE:
- WITH(1)H6-Z CLIP OR(1)MSTA24�IS OPEN PO CH CEILING REQUIRES ACROSS RETURN WALLS 2. EMBEDDED STRAP AT EACH END OF GARAGE INSTALLED WITH MINIMUM(2)JACKS AND WALL LAYOUT
TYPICAL ALL POSTS-(U.O.N.) a (SEE DETAIL"A"ON SD-8 DOOR OPENING SEE DETAIL"F"ON SD-1
A INIMUM Y8' SHEATHING. ) (1)KING STUD AT EACH HEADER. ALL w
SEE DETAIL 7"ON SHEET SDrtkEN WITH 6c COM OR BOX NAILS AT 3. 14'GARAGE DOOR SHALL BE RATED FOR A INTERIOR LOAD BEARING HEADERS SHALL BE m
A D 12"O.C.IN THE FIELD INSTALLED WITH MINIMUM(1)JACK AND
6"O.C.ON EDGES = SHEET:
WALL LAYOUT MINIMUM DESIGN PRESSURE OF 17.5 psf± o C��
(1)KING STUD.(U.O.N.) J
o �
L
HLSBERG
ENGINEERING, INC.
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
21jhulseng@hellsouth.net
�7 —
FLORIDA C.A.NUMBER:25846
E
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a COMMENTS:'af'-*44etfMt3tttt
d
NOTE:
B
.. . ....•. •''•''''' ..•. H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR m
B5 SIDE OF THE WALL -
B '. , '::. TRUSS CONNECTOR SCHEDULE � I
LGT3 AT �^ TRUSS ID LEFT INTERMEDIATE RIGHT
LGT3 AT B TRUSS 66 LGT3 LGT3 E
TRUSS $6 .: '
..... ..
H2.5T OR H2.5T OR H2.5T OR
II ALL OTHER TRUSSES SDWC 15600 SDWC 15600 SDWC 15600
N I
NOTE: 3
1)ALL TRUSS CONNECTORS ARE
BASED ON
UPLIFTS COMPUTED BY ENGINEER OF RECORD
UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS
SHALL BE DISREGARDED
*,
' 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM
,
SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER ,
DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR
APPROVAL BY THE ENGINEER OF RECORD AND THE
CONTRACTOR m CLIENT:
N ELITE CUSTOM HOMES&
3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED RENOVATIONS,INC.
3 I AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR m PROJECT:
I APPROVAL OF THE ENGINEER OF RECORD LOT 2 ATLANTIC BEACH
3
4) HTS24/HTS30 STRAPS MAY BE INSTALLED ON THE
COUNTRY CLUB
INTERIOR SIDE OF WALL JOB NUMBER:
15-1663 couNrY:DUVAL
5) SEE SHEET SD-7a FOR INSTALLATION DETAILS
SCALE: Y8" _l'-O"(U.O.N.)
WHEN USING SDWC 15600 SCREW g DO NOT SCALE THIS DRAWING
DATE:
:
z 01-04-16
II REVISIONS:
DRAWN BY:
CMF
CHECKED BY: FSS
S TITLE:ROOF TRUSS LAYOUT l
ROOF TRUSS LAYOUT
SHEET:
S_5
H�GINEERING,LSBERG
BRICKVENEERWITH 1"AIRSPACE BRICK VENEER WITH 1"AIR INC.
AND WALL TIES (1)#5 CONT.
SPACE AND WALL TIES FILL JOINT WITH ELASTOMERIC SILL PLATE 11481 OLD ST.AUGUSTINE RD.,SUITE#202
CONT.FLASHING;PROVIDE WEEP HOLES SILL PLATE JOINT FILLER `V HEIGHT OF CURB VARIES(8" JACKSONVILLE;FL.32258
CONT.FLASHING;PROVIDE - P:904.886.2401 F:904.260.4367
@ 33"O.C. CONCRETE SLAB Z
GROUT AIR SPACE BELOW FLASHING x WEEP HOLES @ 33"O.C. � 6"MIN. MAX.)) � jhulseng@bellsouth.net
SILL PLATE < GROUT AIR SPACE BELOW co GRAD CONCRETE SLAB FLORIDA C.A.NUMBER:25846
CONCRETE SLAB N SILL FLASHING
PLATE -
i\�j�\ Z CONCRETE SLAB GRAD
\\\\\\\ - - \\%\\i m µifi Nbiq�i
/r\/\ \\/\\/\ g^CMU STEMWALL WITH 1 #4 48"O.C. �„ ? j//// //\// �a` imp
(1)#5 CONT. � ////\//\/\' S
GRAD AND IN EACH CORNER. O @ \\�\\� `
#4 48"O.C. ro \r • ,� \/\ FILL CELL SOLID AT EACH#4 REBAR. i/ //// / //%/ n r°�Q •' NS E Y
8"CMU STEMWALL WITH(1) @ "j / 45 \\/ \\\\/ /\\\\ • �y
AND IN EACH CORNER. q z d >�`////// \ \\\\\ HOOK REBAR 12"INTO UPPER COURSE
ooa° �\ OF BLOCKS AND 6"INTO FOOTING. ONE STORY 2 #5 CONT.
FILL CELL SOLID AT EACH#4 REBAR. //\\\�/\ 1'0" cjO r _
HOOK REBAR 12"INTO SLAB AND 6"INTO \/r 6" 1'-4" TWO STORY (2)#5 CONT.
FOOTING. I � (�FLAJ
6„ ONE STORY-(2)#5 CONT.
V-5" ONE STORY 3 #5 CONT. 1.g„ TWO STORY-(3)#5 CONT. m •�'f,`.� 0-04-1 �,•+Z
1's" ONE STORY 2 #5 CONT. 1.-g, TWO STORY-(3)#5 CONT.
1'8" TWO STORY (3)#5 CONT. ° '�� ,C3�'•FLO)F�1�-y Rf
SECTION-STEMWALL AT GARAGE SECTION-MONOLITHIC AT GARAGE y�y,, '`it�E+°5. 91YC.
SECTION-STEMWALL WITH BRICK
SECTION-MONOLITHIC WITH BRICK jSD-�l m COMME c 114
A48" gpN�uenl�uH�aa`taaa1"a
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT NOTE: IF STEMWALL HEIGHT EXCEEDS EM CONTACT
SD-1 ENGINEER FOR ADDITIONAL REQUIREMENTS.
ENGINEER FOR ADDITIONAL REQUIREMENTS.
ti
1 I
I I I CONCRETE SLAB
I 1 3
a Qi
SILL PLATE d` 'i—_------
CONCRETE SLAB SILL '
z PLATE CONCRETE SLAB
CONCRETE SLAB
GRADjj\\jj\\%j\\%` GRADE
GRADE
/ / i,i. \ \\ \ \ 1 #5 CONT.
A \_ /� / ( _ A \ \ \�
GRAD \/\(1)#5 CONT. �\� \ \//\//\ /\//�/ � - \.,
WITH 1 #4 48"O.C. _ /\\/\\ / //\//\//\\ ADD 8"x 16"CMU TO INSIDE OF
/ STEMWALL @ z \ \ r r \ \ /
AND IN EACH CORNER.
• r
\'/X/ 'X;o i//% //\//\// STEMWALL AT POST LOCATION
C?
\ \\\\ \// ,\\\\ / /�\� \///i R
\ \ \
/ / EACH
\ \ � / VERTICAL IN
\ \ WITH 1 #4
FILL CELL SOLID AT EACH#4 REBAR. r /////// //\//�/� '/' ° ° � ( )
45
HOOK REBAR 12"INTO SLAB AND 6"INTO
(AS NOTED) REINFORCEMENT(AS NOTED)
6" \ \/ FOOTING.
ONE STORY (2)#5 CONT. r%fir^N REINFORCEMENT AS NOTED
6 REINFO ( )
NL
AS NOTED
TWO STORY 2 #5 CO -
1'-8" ONE STORY- 2 #5 CONT. -
T THICKENED EDGE ,
CONT. -PAD FOOTING A
STORY 3 #5 ECTION
1'_8„ Two sTo O -MONOLITHIC E SECTION-PAD FOOTING AT PORCH STEMWALL S
SECTION
NTAC
T '
MWALL TEMWALL HE EXC
EEDS 48"CO
B SECTION STE sD-1 NOTE. IF S
SD-1
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS.
ENGINEER FOR ADDITIONAL REQUIREMENTS. -
** ED STRAPS(SEE DETAIL R ON SHEET SD-2)
ALTERNATE:MSTAM36 STRAPS IN LIEU OF EMBEDD ** CLIENT:
3
ELITE CUSTOM HOMES&
BRICK VENEER WITH 1"AIRSPACE
AND WALL TIES
_ STHD14 STRAP NAILED TO RENOVATIONS,INC.
CONT.FLASHING;PROVIDE WEEP HOLES BRICK VENEER WITH 1"AIR SPACE a — — GARAGE DOOR POST. m PROJECT:
@ 33"O.C. AND WALL TIES J PA51 STRAP NAILED TO GARAGE EMBED STRAP INTO FOOTING s LOT 2 ATLANTIC BEACH
BELOW FLASHING a DOOR POST.BEND STRAP INTO AS SHOWN. - COUNTRY CLUB
GROUT AIRSPACE `
CONT.FLASHING;PROVIDE WEEP z u-
0
FOOTING AS SHOWN.
(1)#5 CONT. HOLES @ 33"O.C. 0 _� JOB NUMBER: COUNTY:
SILL PLATE a
FILL JOINT WITH ELASTOMERIC 6"MIN. GROUT AIR SPACE BELOW FLASHING a w 3 SCALE:
JOINT FILLER SILL HEIGHT OF CURB VARIES(8"MAX.) ^`" z o 0 3"=1'0"(U.O.N.)
Lz #4 WITH 6"HOOK INTO FOOTING E 8
PLATE -0 a g DO NOT SCALE THIS DRAWING
�-- _ Lu
CONCRETE SLAB ? — — — AND BENT 12"MINIMUM INTO
❑ » RELEASE DATE:
CONCRETE SLAB GRAD THICKENED EDGE. can d 01-04-16
\ \ -- M GRADE REVISIONS:
GRAD
\// , >// //\/ II II
°
8"CMU STEMWALL WITH(1)#4 @ 48"O.C. q
AND IN EACH CORNER.
\ \ \
H#4 REBAR. / / / ///`%///\\//\ //, — — — — /\\//\\/� = DRAWN BY:
FILL CELL SOLID AT EACH \/\r/\/\ \/\/\\r �\i\r a I. \ � /\/�\ CMF
\ \ \
/ PER COURSE / /✓ �_ — \ �\ \ \ / /
OF BLOCKS AND 6NINOTO FOOTING. � /\\\/ � _^a� � \ ////
CHECKED BY.
T-5" ONE STORY 3 #5 CONT. \ \\\\\\\\�\\\\\\ \\\ \\\/ \�,/r\\j/\\j/\\/r\\/r�\/\\i\//\\//\\/r\\/r\\rr\\//��r/ FSS
6" 1'_9" TWO STORY (3)45 CONT. /r�r/�/r�/jam//r/ /// /�//�/ / l�\\ \\,<\/ \�\\i\�\i\�\\!
6°M��,\r\/\\//\\r/\\r/\\/\//i\/\ TITLE:
1's" ONE STORY (2)#5 CONT. FOUNDATION DETAILS
-
TWO STORY- 3 #5 CONT.
- SHEET 1 of 2
ECTION-STEMWALL AT GARAGE WITH BRICK SECTION-MONOLITHIC AT GARAGE WITH BRICK F DETAIL-PA51 INSTALLATION(STEMWALL) DETAIL-STHD14 INSTALLATION MONOLITHIC SHEET:
C S SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1
EXCEEDS 48"CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS.
SD-1 NOTE: IF STEMWALL HEIGHT J
ENGINEER FOR ADDITIONAL REQUIREMENTS.
` r
SHOWER AREA j SHOWER AREA (2)MSTAM36-Z STRAPS UL S B ERG
---- MONOLITHIC FOOTING
INAIL EACH STRAP TO CRIPPLE STUD ENGINEERING, INC.
�— WITH(13)10d COM NAILS - 11481 OLD ST.AUGUSTINE RD.,SUITE#202
8"CMU STEMWALL 3"MAXIMUM OVERHANG JACKSONVILLE,FL,32258
FASTEN STRAP TO FOUNDATION P:904.886.2401 F:904.260.4367
(OPTIONAL) hulsen
FORM EDGE g a WALL WITH 8 �-x 2%"CONCRETE
PLAN VIEW CONCRETE SLAB ( jhulseng@bellsouth.net
PLAN VIEW SCREWS INTO MASONRY OR FLORIDA C.A.NUMBER:25846
- (8)/4"x 1%"CONCRETE
SCREWS INTO CONCRETE. �''*�
VAA VAA VAA VAA e �`' SSM p�
/\\
1/x CONCRETE SCREWS SHALL BE
POWERS"TAPPER"WITH PERMA-SEAL 3 �.,��•>' �;NE•�•••. y °°%
GRADE /\ \ \i\(1)#5 CONT. FINISH OR EQUAL.
(1)#4 CONT. \\\\ \\� o '
6"MIN. X /\ \ \\ CMU STEMWALL WITH(1)#4 @ ?�/ ��91 •pc
\//\//\//\/ —. STRAP SHALL BE COVERED WITH ;J
HEIGHT OF CURB VARIES SILL 1)#4 CONT. / /\\�\\�\48"O.C.AND IN EACH CORNER. _ N4 _
SILL--\ N PLATECil
,\\/ \�\ FILL CELL SOLID AT EACH#4 ��\/ SIDING OR STUCCO
PLATE CONCRETE SLAB HEIGHT OF CURB VARIES(8"MAX.) / //// \!/ _ f
z \ ' ' \ REBAR.HOOK REBAR 16"INTO NOTE: • ��
• � 6"MIN. /\\ // PORCH SLAB AND 6"INTO \��//\/ //\ THIS DETAIL MAY BE SUBSTITUTED FOR �' SSP �"c` � '
C? GRAD CONCRETE SLAB / \;\/ FOOTING. \^\\ �'
/�\� 6,. EITHER THE PA51 STRAP(STEMWALL) _ f °O�% FL 0?,\.ti• `1
GRAD 1'-8" (2)#5 CONT. OR
//❑/❑\/8"CMU STEMWALL WITH 1 #4 48"O.C. _ � \ \\/❑ THE STHD14 STRAP(MONOLITHIC).
/\/\ O @ o z /\/\/ i,/\/\ d COMMENTS' wee
I
\,'�\
AND IN EACH CORNER. '/\'/\'/ `' '' SECTION-PORCH STEMWALL DETAIL- EMBEDDED STRAP ALTERNATE
FILL CELL SOLID AT EACH#4 REBAR. j\ jy j/j/ L R -
�,j\\ ff
j` HOOK REBAR 12"INTO SLAB AND 6"INTO SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-2
FOOTING. ENGINEER FOR ADDITIONAL REQUIREMENTS.
ONE STORY 2 #5 CONT.
T_8" ONE STORY-(2)#5 CONT. 1'4" TWO STORY-(2)#5 CONT. NOTE:
TWO STORY (3)#5 CONT. SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS)
AS SOON AS THE CONCRETE HAS HARDENED ENOUGH
TO BE
G SECTION-STEMWALL AT EXTERIOR WALL SHOWER SECTION-MONOLITHIC AT EXTERIOR WALL SHOWER NOT(TYPICALLY 1-4 HOURS IN WARM WEATHER)
DAMAGED DURING THE CUTTING PROCESS. T
SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
CONCRETE SLAB
ENGINEER FOR ADDITIONAL REQUIREMENTS.
000
FILL CUT WITH 1"DEEP xy"WIDE SAW _
/\ ❑/❑/�
ELASTOMERIC CUT AT DENOTED
❑ \\'/\\�//�' FILLER LOCATIONS.
GRAD E-1 #5 CONT. 3
SILL CONCRETE SLAB ❑ /\ \ \\ 8"CMU STEMWALL WITH 1 #4
CONCRETE SLAB \//\//\//\i O @
PLATE AND IN EACH CORNER. _
--a-- -�- - q ,,\jj \/j�\j/ FILL CELL SOLID AT EACH#4
C? �❑%�w OREBARINTO
RAD PORCH SLAB
_
FOOTING.
6CONCRETE 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 ELITE CUSTOM HOMES&
H SECTION-INTERIOR BEARING K SECTION-THICKENED EDGE SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-2 RENOVATIONS,INC.
SO2 SD-2 ENGINEER FOR ADDITIONAL REQUIREMENTS. 5 PROJECT:
LOT 2 ATLANTIC BEACH
COUNTRY CLUB
JOB NUMBER: COUNTY:
BEARING POST(AS NOTED) TREATED POST g SCALE: 8 1'-0"(U.O.N.)
CURB HEIGHT VARIES 3
CONCRETE SLAB CONCRETE SLAB ABU_POST BASE WITH o
SILL PAVERS BY OTHERS DO NOT SCALE THIS DRAWING
PLATE CONCRETE SLAB 12G(SET XP ADHESIVE)ALV.ANCHOR EMBEDDED RELEASE DATE: 01-04-16
\ CURB HEIGHT VARIES
REVISIONS:
\/h ;/\\//, z \a \ \\ /i /j�/j\ 8"TALL,12"SQUARE GROUTED
d a _< V A AIAA VA o
/\\\\\\ \ \\ ❑/\❑\\/\\/\\\ \ %/////// /\ CMU OR CAST-IN-PLACE CONCRETE m
% R = DRAWN BY:
PEDESTAL ON 24"X 24"X 12"PAD CMF
AS NOTED REINFORCEMENT(AS NOTED) 8" (1)#4 CONT. 2-O FOOTING WITH(2)#5 EACH WAY H CHECKED BY: FSS
T-4" ONE STORY- 2 #5 CONT. -
1'8" TWO STORY-(3)#5 CONT. TITLE:
FOUNDATION DETAILS
Q SECTION-NON-BEARING STEPDOWN DETAIL-PAD FOOTING AT PAVERS - SHEET 2 of 2
J SECTION BEARING STEPDOWN P SECTION-INTERIOR BEARING PAD FOOTING SD-2 SD-2 SHEET:
SD-2 SD-2
SD-2
, i-------------
r
%6"OR 1532"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF ROOF COVERING(BY OTHERS) ULSBERG
is ROOF TRUSSES
3z"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF
1%2"RATED SHEATHING,EXPOSURE I-METAL ROOF HENGINEEIRJNG, INC.
FASTEN WITH 0.113"x 2 Y6"RING SHANK - 11481 OLD ST.AUGUSTINE RD.,SUITE#202
NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. _ JACKSONVILLE,FL.32258
- P:904.886.2401 F:904.260.4367
CONNECTOR AT EACH TRUSS jhulseng@beilsouth.net
(SEE TRUSS CONNECTION SCHEDULE) - FLORIDA C.A.NUMBER:25846
NOTE: `+`PNN1uuu�u�pNp�I'f''
TRUSS TO WALL CONNECTION CORNICE DETAIL�� = �'` situp,
HARDWARE MUST BE INSTALLED (BY OTHERS) .••` +• �/��'''.,
ON THE EXTERIOR SIDE OF THE V :•G�GN ��.
WALL GYPSUM BOARD '
2x No.2 SPF OR No.2 SYP X61 t r
SUBFASCIA WITH(2)0.131"x 31/4" _
ENDNAILS AT TRUSS(U.O.N.) (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) 3
cc
WALL SHEATHING SHALL EXTEND TO TOP OF _ sA P l '
DOUBLE PLATE IN ALL LOCATIONS AND SHALL a F1_ �
BE NAILED @ 3"O.C.TO THE TOP PLATE OF THE �f.*r•� 4g
DOUBLE PLATE(NAILING MAY ALSO BE °''�.,�FE$$ �ON,PE
STAGGERED ACROSS BOTH PLATES) - '0'��+�nM���rids "I�o.50791
COMMENTS:
SEE DETAIL"F"ON SD-4 FOR BETWEEN FLOOR
CONNECTIONS 3
/16"OR 1%2"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF ROOF COVE ING(BY OTHERS) Zx_SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM
1%2"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF ROOF TRUSSES 2%2"RATED STURD-I-FLOOR T&G SHEATHING m
BOARD WITH 0.131"x 3Ya"NAILS @ 6"O.C. ( )
%2"RATED SHEATHING,EXPOSURE I-METAL ROOF GLUED AND NAILED.FASTEN WITH 0.131"x 2Y" E
FASTEN WITH 0.113"x 2y8"RING SHANK RING SHANK @ 6"O.C.ON EDGES AND 12"O.C.IN
NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. I THE FIELD.
CONNECTOR AT EACH TRUSS
(SEE TRUSS CONNECTION SCHEDULE) / e"CLEARANCE BETWEEN PANELS
BETWEEN FLOORS FLOOR JOIST(I-JOIST SHOWN,SAWN JOIST
I f NOTE: SIMILAR-SEE SECTION"C"ON SD-4 FOR OPEN =
TRUSS TO WALL CONNECTION CORNICE DETAIL/ 1\ / WEB TRUSS)
HARDWARE MUST BE INSTALLED (BY OTHERS)
ON THE EXTERIOR SIDE OF THE \
GYPSUM BOARD
WALL — / GYPSUM BOARD
2x_No.2 SPF OR No.2 SYP
SUBFASCIA WITH(2)0.131"x 34' (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) NAIL OISST TO PLATE WITH(2)0.131"x 31/4"
TOE
ENDNAILS AT TRUSS(U.O.N.)
WALL SHEATHING SHALL EXTEND TO TOP OF (2)2x_SYP#2 DOUBLE PLATE(U.O.N.)
r
DOUBLE PLATE IN ALL LOCATIONS AND SHALL RIM BOARD(LSL OR LVL)
BE NAILED @ 3"O.C.TO THE TOP PLATE OF THE
1%2"FULL LENGTH RATED SHEATHING,EXPOSURE I. DOUBLE PLATE(NAILING MAY ALSO BE 1%2"FULL LENGTH RATED SHEATHING,EXPOSURE I. CLIENT:
FASTEN WITH 8d COM OR 0.131"x 2Y" NAILS @ 6"O.C.ON STAGGERED ACROSS BOTH PLATES) FASTEN WITH 8d COM OR 0.131"x 2Y" NAILS @ 6"O.C.ON w ELITE CUSTOM HOMES&
EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. GYPSUM BOARD _ RENOVATIONS,INC.
(U.O.N.)(BLOCK ALL EDGES) (U.O.N.)(BLOCK ALL EDGES) -
PROJECT:
2x_SPF#2 STUDS @ 16"O.C. U.O.N. 2x_SPF#2 STUDS @ 16"O.C. U.O.N. $ LOT 2 ATLANTIC BEACH
APPLY SHEATHING HORIZONTALLY FOR STUCCO (SEE WALL LAYOUT) APPLY SHEATHING HORIZONTALLY FOR STUCCO (SEE WALL LAYOUT) - COUNTRY CLUB
APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1 APPLICATIONS,EXCEPT THAT 7/16"STRUCTURAL 1
RATED OR 15132"RATED SHEATHING MAY BE RATED OR 15132"RATED SHEATHING MAY BE 15
_1663t JOB NUMBER: lCOUNTY:ntlVAI
INSTALLED VERTICALLY. INSTALLED VERTICALLY. 3 SCALE:
E
$" =1'-0"(U.O.N.)
DO NOT SCALE THIS DRAWING
INSET WALLY"FOR STUCCO APPLICATIONS w RELEASE DATE:
INSET WALL/"FOR STUCCO APPLICATIONS � 01-04-16
REVISIONS:
WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE 2x_TREATED SYP#2 SILL PLATE WITH WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE 2x_TREATED SYP#2 SILL PLATE WITH
IN ALL LOCATIONS AND SHALL BE NAILED 3"O.C. s „ IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. SIMPSON%"H x 6"TITEN HD =
@ SIMPSON/6"O x 6 TITEN HD -
(OR TITEN HD ROD COUPLER) (OR TITEN HD ROD COUPLER) DRAWN BY:
WITH 3"x 3"x%"WASHER @ 24"O.C. II WITH 3"x 3"x%"WASHER @ 24"O.C. CMF
CHECKED BY:
- FSS
TITLE:
FRAMING DETAILS
SHEET 1 of 3
A SECTION-TYPICAL EXTERIOR ONE STORY WALL B SECTION-TYPICAL EXTERIOR TWO STORY WALL21
SHEET:
SD-3 SD-3
SD-3
01
r
SHEATHING � —2x PLATE(BELOW) ULSBERG
2x_CORNER FRAMING FULL
FIELD NAILING HEIGHT STUDS(TYPICAL) HENGINEERING, INC.
(2)ROWS OF 0.131"x 3 Ya" m 11481 OLD ST.AUGUSTINE RD.,SUITE#202
2x_SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND JACKSONVILLE,FL.32258
SHEATHING EXTENDS DOWN ONTO NAILS @ 12"O.C• P:904.886.2401 F:904.260.4367
BOARD WITH 0.131"x 3X"NAILS @ 6"O.C. RIM BOARD MINIMUM 6" — STAGGERED(TYPICAL) jhulseng@bellsouth.net
TO ALLOW FOR NAILING — FLORIDA C.A.NUMBER:25846
E
EDGE NAILING AT SOLE PLATE
2x BAND BOARD PER TRUSS MANUFACTURER 2x6 OR 2x8 FRAMED WALL a +
— RIM BOARD d �a�
�—%'CLEARANCE BETWEEN PANELS SILL PLATE(BELOW) ``�.�` •skM,P,30,,''%.,,���''
BETWEEN FLOORS (2)ROWS 0.131"x 2Yz"NAILS 2x4 CORNER FRAMING FULL HEIGHT STUDS m .' - YY
STAGGERED @ 6"O.C.REQUIRED ��,•CjF' E
z%z"RATED SHEATHING RIM BOARD IN UPPER AND LOWER SHEATHING MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED O: ��� ZE
NAIL TO TRUSSES WITH(6)0.131"x 2✓z"NAILS. MIN.a"SPACE BETWEEN PANELS STIUHD( 4)0.131"x 3)/4"NAILS TO EACH ADJACENT �� Gj� • ""
ALTERNATE:INSTALL SOLID STUD IN THIS • F ' uj
TOENAIL TRUSS TO PLATE WITH SHEATHING EXTENDS ABOVE DOUBLE A• O
ON PLATE MINIMUM 6"TO ALLOW FOR SPACEg// P'C • .`
2 0.131"x 3X"NAILS •°. S c��• fir:
O NAILING 2x4 CORNER FRAMING FULL HEIGHT STUD W 0�
DOUBLE PLATE(U.O.N.) EDGE NAILING AT DOUBLE PLATE m %. ,O"••Fd,C [D S `I GASOfE��
(2)ROWS OF 0.131"x 3
2x4 FRAMED WALL NAILS @ 12°o.c.
SECTION-TYPICAL OPEN WEB FLOOR TRUSS F DETAIL-TYPICAL SHEATHING NAILING BETWEEN FLOORS J SECTION-TYPICAL FRAMING AT 90° CORNERS
SD-4 SD-4 SD-4
NAIL SCAB TO TOP CHORD WITH 3
E
(4)0.131"x 3X"NAILS
ROOF OR FLOOR FRAMING(AS NOTED
ADD 2x4 VERTICAL SCAB IN EACH r
TRUSS IF NO WEB IS PRESENT CONNECTOR IF NOTED _
UPLIFT CONNECTOR(AS NOTED) (3)0.131"04'4' NAILS TYPICAL AT (SEE CONNECTION SCHEDULE)
EACH TRUSS
2x4 SPF BLOCKING-NAIL WITH(2) 2x4 X-BRACE ACROSS LENGTH OF g
0.131"x 3X"NAILS AT EACH END SHEARWALL _
(END NAIL OR TOENAIL) _ NAIL SCAB TO PLATE WITH(3)
t19 0.131"x 3X"TOENAILS
GYPSUM BOARD
TRUSS(AS NOTED)
TRUSS BOTTOM CHORD 2x4 BLOCKING BETWEEN TRUSSES (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) 12
TOENAILED TO DOUBLE PLATE WITH
NAIL PORCH SHEATHING AS NOTED 0.131"x 34"NAILS @ 4"O.C.
EXTERIOR FRAMED WALL DOUBLE PLATE 2x—SPF#2 STUDS @ 16"O.C.-U.O.N.
7 (SEE WALL LAYOUT) '
MINIMUM/s"RATED SHEATHING,
EXPOSURE I FASTEN AS NOTED
ON WALL LAYOUT(BLOCK ALL EDGES) CLIENT:
ELITE CUSTOM HOMES&
D SECTION-EXTERIOR WALL PERPENDICULAR TO TRUSS G SECTION- INTERIOR SHEARWALL PERPENDICULAR TO TRUSSGYPsuM BOARD _ RENOVATIONS,INC.
SD-4 SD-4 SECTION ONLY APPLIES WHEN REFERENCED m PROJECT:
THREADED ROD ASSEMBLY(IF NOTED) LOT 2 ATLANTIC BEACH
INTERIOR SHEARWALL(IF NOTED)SHALL COUNTRY CLUB
NAIL EACH END OF BLOCKING TO USE%6"RATED SHEATHING FASTENED t JOB NUMBER: COUNTY:
DUVAL
BOTTOM CHORDS WITH(3)0.131"x 34' AS NOTED. o SCALE: -
1663
TRUSS(AS NOTED) INSTALL 2x4 BLOCKING BETWEEN 2x_TREATED SYP#2 SILL PLATE WITH V-0"(U.O.N.)
2x4 SPF NAILER NAIL TO TOP PLATE WITH TRUSS BOTTOM CHORDS @ 12"O.C. SIMPSON%"x 6"TITEN HD @ 48"O.C.MAX. DO NOT SCALE THIS DRAWING
0.131"x 34'NAILS @ 6"O.C. 2x_SPF#2 SOLE PLATE m RELEASE DATE:
BOTTOM CHORD OF TRUSS 01-04-16
Iff NAIL EACH BLOCK TO DOUBLE PLATE WITH 3 WITH 0.@ 8" .C. NAILS REVISIONS:
O @ 8"O.C.-U.O.N.
0.131"x 3X"NAILS
NAIL PORCH SHEATHING AS NOTED FLOOR BEAM(AS NOTED)
DOUBLE PLATE i/ DRAWN BY: CMF
EXTERIOR FRAMED WALL MINIMUM/1s"RATED SHEATHING, a CHECKED BY: FSS
EXPOSURE I FASTEN AS NOTED
ON WALL LAYOUT(BLOCK ALL EDGES) SLAB ON GRADE CONDITION RAISED FLOOR CONDITION TITLE
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 z of 3
sD-a sD-a SHEET:
THIS SECTION ONLY APPLIES WHEN REFERENCED SD-4 a
SD-4
r
(TYPICAL DOUBLE PLATE SPLICE) NOTE:REFER TO DETAIL"N"ON SD-5 FOR NAILING UL SBERG
48"MINIMUM SPLICE LENGTH REQUIREMENTS AROUND OPENINGS IN WALL TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT
MINIMUM NAILING OF TYPICAL HEADER TO KING STUD CONNECTION / \ (2)2x_SYP#2 DOUBLE PLATE(U.O.N.)NAIL HENGINEERING, INC.
(16)0.131"x 3"NAILS IN THIS ZONE. (SEE TABLE) PLATES WITH 0.131"x 3"NAILS @ 8"O.C. 11481 OLD ST.AUGUSTINE RD.,SUITE#202
NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WITH I STAGGERED - JACKSONVILLE,FL,32258
JOINT IN LOWER PLATE JOI T IN UPPER PLATE0.131"x 3"NAILS @ 6"O.C.STAGGERED - P:904.886.2401 F:904.260.4367
TYPICAL STUD TO DOUBLE PLATE jhulseng@bellsouth.net
JACK STUD AND KING I I CONNECTION FLORIDA C.A.NUMBER:25846
STUD REQUIREMENTS
/—(SEE WALL LAYOUT) SPH4/6 INSTALLED HORIZONTALLY y
�;\\\I\NliiNlJ/llgl//lily
2x SPF#2 STUDS @ 16"O.C.(U.O.N.) 3 .�``�� +°'••••. O/!,`'`�
BUILT-UP HEADER WITH 0.131"x 3/4" m t�S�
a
NAILING AT STUD NAILS @ 12"O.C.TOP AND BOTTOM
TO DOUBLE PLATE (U.O.N.) ,• GjO�91 #
STUD TO PLATE NAILING NAIL EACH PLATE TO JACK STUD HEADER TO KING NAILING - ! ¢, �AO
cr-
STUD SIZE ENDNAIL TOENAIL WITH(3)0.131"x 3'/a"NAILS-TOENAILFLLJ
OR ENDNAIL(TYPICAL) 2x6 (3)NAILS PER PLY
2x4 (2) (3)
2x8 (4)NAILS PER PLY o A`�. -
2x6 (3) (4) *pLbYJSstNtP f .``
2x10 (5)NAILS PER PLYgad
_ f��''�.,,p®Fg
2x8 (4) (5) a COMMEN tr/quinrHlMla\\N\�
2x12 (6)NAILS PER PLY
2x10 (5) (6) DOUBLE SILL REQUIRED WHERE OPENING
WIDTH EXCEEDS 61"(U.O.N.) 9Y2"LVL (5)NAILS PER PLY
JOINT IN SILL PLATE 11%"LVL (6)NAILS PER PLY 3
BUILT-UP CORNER POST NAILING AT STUD 14"LVL (7)NAILS PER PLY
TO SILL PLAT
16"LVL (8)NAILS PER PLY
II II II II 4"MIN.; II I C C II L' II R
° ° u 12"MAX a 2x_TREATED SYP#2 SILL PLATE
12"MAX. _
ANCHOR BOLT(AS NOTED) BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) TYPICAL STUD TO SILL PLATE
L DETAIL-TYPICAL WALL FRAMING CONDITIONS NAIL EACH PLY WITH 0.131"x 3%" CONNECTION _
SD-5 ALL NAILS NOTED ARE 0.131"x 34' NAILS @ 6"O.C.STAGGERED (SEE TABLE)
453
DOUBLE PLATE NAILING
NAIL SHEATHING TO HEADER WITH(2 _
ROWS 0.131"x 2%"NAILS @ 6"0.C. /
DOUBLE PLATE NAIL SHEATHING TO HEADER WITH(6 k"
0.131"x 2Y2"AT EACH END(TYPICAL)
3"O.C.NAILING WITH 0.131"x MY NAILS 2 CLIENT:
JACKS AND KING STUDS INTO BOTTOM(TYPICAL) ELITE CUSTOM HOMES&
(AS NOTED) RENOVATIONS,INC.
HEADER(AS NOTED) NAIL SHEATHING TO KING STUD m PROJECT:
2x_BLOCKING(TYPICAL) @ 12"O.C.MINIMUM. LOT 2 ATLANTIC BEACH
COUNTRY CLUB
�3)0.131"x 3'/a"TOENAILS ATE CH JOB NUMBER:15.1663 ICOUNTY:DUVAL
ND(TYPICAL) EDGE NAILING PER SHEARWALL
REQUIREMENTSNAILS MAY BE E SCALE: 3
NAIL EACH SILL PLY TO KING .UD / � E -g -1'-0"(U.O.N.)
i
WITH(3)0.131"x 3/4" STAGGERED ACROSS TWO JACK"NAILS-TOENAIL STUDS. DO NOT SCALE THIS DRAWING
OR ENDNAIL(TYPICAL) RELEASE DATE:
d
j EDGE OF PANEL(TYPICAL) 01-04-16
BEVEL BLOCKING AS REQUIREDFOR
/ a REVISIONS:
MINIMUM 1 Y2"NAIL PENETRATION INTO
MAIN FRAMING MEMBERS.(TYPICAL) -
(2)2x_SILL
I � ;; —ANCHOR BOLT REQUIRED WITHIN 6"—1"'. u u DRAWN BY: CMF
SHEATHING MAY CANTILEVER UP TO 2" OF KING/JACK UNIT-MAY BE CHECKED BY:
MAXIMUM PAST SUPPORTS.ALL LOCATED ON EITHER SIDE. FSS
WINDOW ATTACHMENTS MUS BE TITLE:
ANCHORED INTO 2x_MEMBE S. ANCHOR BOLTS AS REQUIRED DROPPEDHEADER CONDITION = FRAMING DETAILS
FLUSH HEADER CONDITION - SHEET 3 of 3
M DETAIL-TYPICAL ARCH TOP OPENING N DETAIL-OPENINGS WITH SOLID SAWN, LSL, LUL OR PSL HEADER SHEET:
SD-5 SD-5 SD-5
0
J
L
r LAST TRUSS IN ROW REQUIRING BRACING T-TULSBERG
END VERTICAL BRACING REQUIREMENTS NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS
ENGINEERING, INC.
2x4 BLOCKING-TOENAIL OR ENDNAIL
BRITTLE FINISH FLEXIBLE FINISH RATED ROOF SHEATHING - 11481 OLD ST.AUGUSTINE RD.,SUITE#202
EACH END TO ADJACENT TRUSS WITH - JACKSONVILLE,FL.32258
BRACING 1611O.C. 24"O.C. 16"O.C. 24"O.C. (3)NAILS NAIL DIAGONAL BRACE TO INTERMEDIATE - P:904.886.2401 F:904.260.4367
0"TO 6T 0"TO 59" x
WEBS WITH 2 NAILS
( )
NONE REQUIRED 0"TO 53" 0"TO 47° ROOF SHEATHING 2x4 SPF No.2 DIAGONAL BRACE FLORIDA C.A.NUMBER:25846
2x4 L-BRACE 54"TO 114" 48"TO 99" ROOF TRUSS BY OTHERS WITH (TYPICAL AT EACH END OF
= I I
( ) I CONTINUOUS LATERAL BRACING)
r2tx6L-BRACE 115"T0182 100"T 1158" 146"TO 2 2" 1207"TO 201" i BRACE(IF REQUIRED) j a ���� q,N
NAIL DIAGONAL BRACE TO TRUWEB WITH(3)NAILS SS m °���`` IMPS
NOTE: I I TO REPLACE(1)ROW OF LATERAL BRACING r
, .w `°°°°° � • •.........
BRITTLE FINISHES ARE STUCCO OR ADHE ED VENEER INSTALL 2x4 No.2 SYP T-BRACE NAILED TO j .•'! NSE •••,
OD SIDING HA DI-PANEL, I I TRUSS WEB AT 6"O.C.WITH y CONTINUOUS LATERAL BRACE(QUANTITY
FLEXIBLE FINISHES ARE WO EACH PLY OF I I > AND LOCATION DEFINED BY TRUSS SHOPcj
BRICK VENEER,ETC. RATE ROOF SHEATHING ' I I <; 0.131"x 3"NAILS TO REPLACE(2)ROWS OF c o ' �' ,.°
I I ` DRAWING.) $ _,,,� 513 _
2x_ -BRACE NAILED TO LATERALBRACING INSTALL 2x6 No.2 SYP > ' = LL • ;
_1
I i T BRACE NAILED TO EACH PLY OF TRUSS < < NAIL CONTINUOUS LATERAL BRACE TO 3 i r e -
a
474 A
VERT CAL WEB WITH - WEB WITH 0.131"x 3"NAILS @ 6"O.C.
-------L--- EACH TRUSS WEB WITH(2)NAILS _
0.131'x 3'NAILS @ 6"O.C. ---- I E` '4
W
t
_ ROOF TRUSSES(BY OTHERS) a s S �°
CD
VERTICAL WEB IN GABLE Q�fl41 \�
= END RUSS NOTES: ALt3XQ5.�lt1'•PC�
1A 40
(3)TRUSSES I IMUM 1) CONTINUOUS LATERAL BRACES SHALL P
2x— OOKOUTS AT 48"O.C. m COMMENTS ���o ♦�````
NOTE: FOR CONTINU S LATERAL B CE BE 1x4 No.3 SYP OR 2x4 No.2 SPF OR f+u,,,,,���411�„�„•��
16”OR 24”O.C. T-BRACING TO BE USED WHEN CONTINUOUS BETTER(U.O.N.)
z SPACING(SEETABLE) LATERAL BRACING IS IMPRACTICAL. j 2) ALL NAILS SHOWN SHALL BE 0.131"x 3"
Lu NAILS(U.O.N.) m
C DETAIL-TYPICAL LATERAL TRUSS BRACING 3
B SECTION
TYPICAL T-BRACE E
C
ING AT GABLE END SD-6
TICAL BRA SD 6
A DETAIL-TYPICAL VER
SD-6
2x4 SYP BLOCKING BETWEENNOTE: NAIL BRACE TO BLOCKING WITH(5)0.131"x 3Y4"NAILS
H2.5A AT EAC H LOOKOUT ALL MEMBERS SHALL BE#2 SYP. R
LOOKOUTS 2x4 LOOKOUTS @ 48"O.C.FOR 0 R TOENAILS AT EACH LOOKOUT
2x6 BLOCKING BETWEEN TRUSSES WITH T Tb TOOPP CHORD OF TRUSS. $_
` EXTERIOR SHEATHING SHALL OVERHANG (3)0.131"x 3Y"NAILS EACH END
BE NAILED TO BOTTOM CHORD ROOF SHEATHING(AS NOTED) 2x4 BLOCKING REQUIRED BETWEEN
OF TRUSS WITH ROOF SHEATHING(AS NOTED LOOKOUTS
"O.C. 2x BARGE RAFTER
"NAILS 6 —
131"x 2 1/2 `
0. @ 3
U.O.N.ON WALL LAYOUT)
S
BALLOON FRAMED STUD
OTHERS)
I I I I FASCIA(BY
(AS NOTED) _
II
SINGLE PLAI E NAIL TO TRUSS 2x4 LOOKOUTS @ 48"O.C.
\\ I m
BOTTOM CH RDWITH 0.131"x 34" I I � a
1 NAILS @ 6"0 C. I I I H3 CLIP OR EQUAL AT EACH �,
II II I II LOOKOUT
`�:�`
I ��\ GABLE END TRUSS(DROP GABLE)
� II -
��� BRACE SPACED @ 48"O.C.UNLESS 3 CLIENT:
2x6
ELITE CUSTOM HOMES&
OTHERWISE NOTED ON ROOF LAYOUT.
_ RENOVATIONS,INC.
D DETAIL-BALLOON FRAMED GABLE END LOW CEILING VAULT) I I ADD 2x4 T-BRACE NAILED @ 6"O.C. _
1 OF PITCH WITH 0.131"x 2%"NAILS IF BRACE m PROJECT:
/ F EXTERIOR ROOF LOT 2 ATLANTIC BEACH
20
OR LESS THAN EXCEEDS 9'0".
SD 6 INTERIOR CEILING PITCH IS EQUAL TO I I I I I �� LENGTH EXC _
,c COUNTRY CLUB
H2.5A AT
EACH
LOOKOUT
e
s JOB NUMBER.15-1663 Dt]VAL
COUNTY:
2x4 LOOKUTS @ 48"O.C.FOR I
� � SCALE:
OVERHANG 3
V-0" U
ROOF SHEATHING(AS NOTED) 1 E B
g DO NOT SCALE THIS DRAWING
2x4 SYP E LOCKING BETWEEN —
RELEASE DATE:
LOOKOUTS d 01-04-16
BALLOO FRAMED STUDS �� _ LTP4 CLIP @ 48"O.0 a REVISIONS:
(AS NOT D) GBC CLIP-(2)REQUIRED AT EACH BRACE _
DOUBLE DLATE / GYPSUM BOARD CEILING _
INTERIO VAULT ., TOENAIL BOTTOM CHORD OF = DRAWN BY:
TRUSS TO DOUBLE PLATE WITH CMF
---EXTERIORSHEATHING SHALL BE \ / 0.131"x 34'NAILS @ 8"O.C. a CHECKED BY: FSS
NAILED 10 UPPER PLY OF
DOUBLE PLATE WITH 2x4 DRYWALL BACKING INSTALLED TITLE:
CONTINUOUSLY BETWEEN BRACES TRUSS BRACING AND GABLE
0.131"x 2 YY NAILS @ 6"O.C. - DETAILS
— — — - (U.O.N.C N WALL LAYOUT)
SHEET:
E DETAIL-BALLOON FRAMED GABLE END HIGH CEILING VAULT) F SECTION-GABLE END DIAGONAL BRACING SD-6
SD-6 INTERIOR CEILING PITCH EXCEEDS Y2 OF EXTERIOR ROOF PITC
I
r
OHULSBERG
ENGINEERING, INC.
-- - 11481 OLD ST.AUGUSTINE RD.,SUITE#202
_ - JACKSONVILLE,FL.32258
-- EXTERIOR BEAM(AS NOTED) - P:906.2401 jhul eng@b Ilsoa h ne0.4367
DOUBLE PLATE FLORIDA C.A.NUMBER:25846
E
NOTCH BEAM AS REQUIRED TO y
FIT BENEATH DOUBLE PLATE -- a ��`„`r � �tr� ►
BEAM BEARS ON(2)2x_JACKS psi
( ) DOUBLE PLATE N `i,-�� j�i `S�'f`'O•Y ,'`''�':
TYPICAL-U.O.N.
CONDITION NUT WITH2"x2"x16"WASHER s Q v1
(NOTCHED BEAM) ALTERNATE:SIMPSON LBPSY2 SLOTTED o
WASHER WITH V WASHER. cc
_ '
LU
a-0 THREADED ROD
SIMPSON Y8"O x 6"TITEN HD OR SIMPSON 8"0 x 6 X"TITEN HD ROD COUPLER - FlQY7� 0 �a�:
e"THREADED ROD SET IN ADHESIVE WITH 1"CUT WASHER
NAIL SHEATHING TO DOUBLE PLATE WITH 3 m COMMEN; �J ��`
WITH MINIMUM 4"EMBEDMENT ORg"THREADED ROD SET IN ADHESIVE WITH _ w"��
2 ROWS OF 0.131"x 2/z'NAILS @ 6"O.C. WITH 1"WASHER MINIMUM 5"EMBEDMENT WITH 1"CUT WASHER
01
MONOLITHIC FOUNDATION-EXTERIOR NAIL SHEATHING ALONG BOTTOM OF HEADER @ 3"O.C.
e"x 6"TITEN HD SCREW ANCHOR 761'-
YYor 8"x 6"SCREW ANCHOR BY HURRI-BOLT,INC. INSTALL DSP CLIPS @ 24"O.C.ORor33/8"THREADED ROD SET 4%"INTO ADHESIVE SPH_@ 32"O.C.EXTERIOR BEAM(AS NOTED) A DETAIL-ANCHOR BOLT DETAIL-THREADED ROD ASSEMBLY
STEMWALL FOUNDATION-EXTERIORDOUBLE PLATE THREADED ROD SET 7"INTO ADHESIVE BEAM INSTALLED BENEATH DOUBLE PLATE SD 7 a
INTERIOR APPLICATIONS- BEAM BEARS ON(2)2x_JACKS
IF EDGE DISTANCE EXCEEDS 5" (TYPICAL-U.O.N.) Metal Connector Fastening Schedule
USE MONOLITHIC CONDITION CONDITION. Simpson ID USP ID Uplift Ca achy lbs Fasteners Anchorage U.O.N. g
A35 MPA1 n/a (12)0.131"x IV" We
(DROPPED BEAM) ABU44-Z PAU44-TZ 2200(SYP) (12)0.162'x 2%`or(12)0.162°x 3%" 5/8"w/7"embed
ABU66-Z PAU66-TZ 2300(SYP) (12)0.16Z'x 2%'or(12)0.162"x 3%" 5/8"w/7"embed
° CS16 RS150 1705(SYP or SPF) (11)0.148 x 3"in each end-(22)total n/a
B DETAIL-TYPICAL DTT2-Z INSTALLATION E DETAIL-EXTERIOR BEAM TO WALL CONNECTION DSP RSPT6-2 -_ 775(SYP or SPF) (8)0.148 x1Wintostuds n/a- - m
(6)0.1 48 x 1%°into double plate - W
SD-7USP DTB•TZ.SIMILAR $D-7 DTT2Z DT&TZ 2145(SYP)1835(SPF) (8)1W x 116"SDS "r="w/4Y embed(mono)and 7'embed(stem)
( ) GBC HC520 n/a (5)0131"x 1W into gable brace n/a
(7)0131"x 2%"into double plate
H23A n/a:use RT7 600(SYP) (5)0.131"x 2%°in each end-(10)total nla
MONOLITHIC FOUNDATION-EXTERIOR H2.5T n/a:use RT7 545(SYP or SPF) (5)0.131"x 1 W in each end-(10)total n/a
YY x 12"TITEN HD SCREW ANCHOR H3 RT3A 455(SYM (4)0.131"x 2W in each end-(8)total nla
ALTERNATE ANCHOR: "e LFra6 950(svP)820(SPF) a)0.131°x 2Win each end-(16)total n1a '
Or X"THREADED ROD SET 7"INTO ADHESIVE ° I H8 _RTaA 745(SYP) (5)0.148'x 1W in each end-(10)total nla
HDQ8 n/a:use UPHD8 7630(SYP)5495(SPF) (20)'/1"x 3'SDS 7/8"w/15'embed(SET-XP epoxy only)
EXTERIOR BEAM Y"x 6"TITEN HD HDU5 PHD55645 SYP)4085(SPF) 1a>r°x v"sos 518"wl 7"embed(mono)and 12"embed(stem) d L
STEMWALL FOUNDATION-EXTERIOR (MECHANICALLY GALVANIZED) HDU8 PHD6 6970(SYP)5020(SPF) (20)W x 3"SDS 718"wl 15"embed(SET-XP epoxy only)
(AS NOTED)
THREADED ROD SET 12"INTO ADHESIVE WITH 2"xYa"WASHER %" W
5 HETA16 HTA16 1810(SYP) (10)0.148"x1Cembed
/e
H6 CLIP FROM HTS20,HT524 or HTS30 HTW20,HTW24 or HNJ30 1450(SYP)1245(SPF) (1 D)Q148"x 3°in each end-(20)total nta -
POST TO BEAM HTSM16 or HTSM20 HTWM16 or HTWM20 1775(SYP) 8)0.148°x 3'into wood n/a_ m CLIENT:
INTERIOR APPLICATIONS - - -" (4)/"x 2/Titen into CMU a ELITE CUSTOM HOMES&
IF EDGE DISTANCE EXCEEDS 5"USE LAP BEAM PLIES AND (a)/"x 1'/,"Titen into concrete m
HTT4 HTT4 4235(SYP) 364D(SPF) (18)0.16z x 2' ' 518"wi 7"embed(mono)and 12"embed(stem)
Y"x 12"TITEN HD SCREW ANCHOR NAIL AS SHOWN (5) RENOVATIONS,INC.
HTT5 HTT5 5090(SYP) 4375(SPF) (26)0.162x 2%" _ 5/8"wl 7"embed(mono)and 12'embed(stem)
„ P4 MP4F n/a (12)0.131 x 1W' n e m PROJECT:
or Y8"x 8 TITEN HD SCREW ANCHOR 0.131"x 3Ya"NAILS PER PLY LT
orY8"THREADED ROD SET 6"INTO ADHESIVE LSTA1a LSTA19 1235(SYP)111D(SPF) p}0.148"x 3"in each end-(ta>total n/a LOT 2 ATLANTIC BEACH
PT POST(AS NOTED) LTS12 LTW12 775(SYP)665(SPF) (6)0.148"x 3"in each end-(12)total nla - COUNTRY CLUB
MSTA24 MSTA24 1640(SYP)1455(SPF) (9)0.148"x 3"In each end-(18)total n/0.
c DETAIL-TYPICAL HTT5 INSTALLATION H6 CLIP FROM POST MSTAM24 NISTAM24 15D0(SYP or SPP) 9,0.148-x3'mto wood nla
(5)/"x 2r Titen into CMU JOB NUMBER: COUNTY.
TO BEAM (5)'r.°x 13/V Titen into concrete a -
JRRISD-7 DUVAL
(USP PHD5 SIMILAR) PT POST(AS NOTED)
3 SCALE:
MSTA30 MSTA30 2050(SYP)1820(SPF) (11)0.14&'x 3"in each end (22)total n/a
EXTERIOR BEAM ABU POST BASE MS7A36 MSTA36 2050(SYP or SPF) (13)0.14&'x 3°in each end-(26)tots n/0. o $° =1'-0"(U,O,N)
MSTAN136 MSTAN136 1870(SYP or SPF) (13)0.14&'x
3"into wood n/a E
MONOLITHIC FOUNDATION-EXTERIOR (AS NOTED) (AS NOTED) (8)!°x 2r Titen into CMU DO NOT SCALE THIS DRAWING
(8)Y..°x V/."Titen into concrete RELEASE DATE:
Y8"THREADED ROD SET 15"INTO ADHESIVE X"THREADED ROD MTS12 or MTS20 MTW12 or MTW20 1000(SYP)860(SPF) (7)0.148"x 3•in each end-(14)total n1a d 01-04 -16
PLAN VIE W AT TOP OF POST v 0• WITH NUT SET IN MTSM16 or MTSM20 HTWM16 or H7WM20 860(SYP) (7)0.148"x 3 into wood nla "
- - - a REVISIONS:
(4)"/.'x 2r'Titen into CMU
• r
STEMWALL FOUNDATION-EXTERIOR I .o � ADHESIVE (a>/"x 1 r°titan into concrete
X"THREADED ROD SET 15"INTO ADHESIVE --- (7"EMBEDMENT) PA51 TA51 3665(SYP or SPF) (21)0.16Z'x 211W or(21)0.162'x 3!" 4"embed
° ° - a a SPH4 or SPH6 SPTH4 or SPTH6 680(SYPI 585(SPF) 1(12)0.
a - i' ° ° ° SSP RSPT6 350(SYP or SPF) (4)0.148x 1V into studs n/a.. _ „_ _... ...... m DRAWN BY:
INTERIOR APPLICATIONS a I I a (3)0.148 x 1W into double plate CMF
r IF EDGE DISTANCE EXCEEDS 5"USE \ e STHD14 STAD14 4430(SYP or SPF) (38)0.148'x 3'/.' 14"embed
N CHECKED BY: FSS
Y8"THREADED ROD SET 8"INTO ADHESIVE ° Notes _ _ _ i
- ° \ i / 1.All connectors are manufactured by Simpson Strong-Tie or USP Structural,Connectors(U.O.N) _ ._. ... TITLE:
z.SYP=Southern Pine;SPF=Spruce-Pine-Fir METAL CONNECTOR
SIDE VIEW AT BASE OF POST 3.Mono=monolithic concrete stem=masonry stemwall or bond beam DETAILS
4.Anchorage refers to threaded anchors with noted diameters and embedment depths
DETAIL-TYPICAL HDU8 INSTALLATION F DETAIL-TYPICAL CONNECTIONS AT EXTERIOR POST d SHEET:
SD-7 (USP PHD6 SIMILAR) SD-7 o SD-7
J
L
TRUSS UL S B ERG
�NS�tipN� ENGINEERING, INC.
� H
11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
P:904.886.2401 F:904.260.4367
ihulseng@bellsouth.net
OPTIMAL 22" m
moo 00 00 o FLORIDA C.A.NUMBER:25846
10° 0°
000 o
30' 1 "
0 1
m
0 o m „yNpUNuuu�aquh,ej`
,
� TYPICAL SDWC SCREW
TRUSS BEARING ON skmp
"A"ON SD-7 GE GRAIN r�• .
SD-7a OR ED
"B"ON SD-7a SDWC SCREW IS �`�C • NSE
Y"MAX. ACCEPTABLE $ �G
TRUSS TO TOP PLATE SHOWN BEARING WALL r1n c
SDWC15600 (RAFTER TO TOP PLATE SIMILAR) . OF
EDGE GRAIN BEARING CONDITION
NOTE: 04-16
UTILIZE METAL INSTALLATION GUIDE TOOL °FLOYD .SI }}BE\
- ',,'i,A ``�E� •-S 91• f.\,ems I
PROVIDED BY MANUFACTURER. a COMMS %, FS
DETA
AIL-STANDARD SDWC ROOF TO WALL INSTALLATIO TRUSS
s„ „�,��.•`�
SD-7a (TRUSS ALIGNED WITH STUD)
0
0
0
o vt°
� 3
E
E I
ONLY CLIPS ARE ALLOWED TRUSS BEARING ON
WITH THIS CONDITION END GRAIN
(NO SDWC SCREWS) (EXTENDED VERTICAL) s
SDWC SCREW IS NOT _
ACCEPTABLE
0 3
BEARING G WALL
END GRAIN BEARING CONDITION _
TRUSS TO TOP PLATE SHOWND DETAIL-SDWC AT EDGE/END GRAIN CONDITIONS
(RAFTER TO TOP PLATE SIMILAR)
V MIN--+� - �---Y°MIN SD 7a
SDWC15600 ®=DO NOT INSTALL SDWC IN
HATCHED AREA NOTES: 3 CLIENT:
B DETAIL-STANDARD SDWC ROOF TO WALL INSTALLATION1. INSTALL SDWC SCREW SO THAT FASTENER HEAD IS FULLY COUNTERSUNK 415 ELITE CUSTOM HOMES&
6D-7a 81 -1
(TRUSS OFFSET FROM STUD) INTO THE DOUBLE PLATE(±l'). = RENOVATIONS,INC.
PROJECT:
2. VERIFY THAT THE ENTIRE SHANK OF THE SDWC SCREW IS INSTALLED INTO LOT 2 ATLANTIC BEACH
A WOOD MEMBER. - COUNTRY CLUB
TRUSS(RAFTEF SIMILAR)
I JOB NUMBER: COUNTY:
3. SCREWS ARE SHOWN INSTALLED ON THE INTERIOR SIDE OF THE WALL. 15-1663 E)LJVAL
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 E g° =1'-O”(U.O.N.)
(WITH OR WITHOUT A PLATE SPLICE) 3 z DO NOT SCALE THIS DRAWING
m RELEASE DATE:
4. TYPICAL HURRICANE CLIPS(PER TRUSS CONNECTOR SCHEDULE)SHALL 01-04-16
BE USED TO REPLACE MIS-INSTALLED SCREWS AND/OR SCREW a REVISIONS:
INSTALLATIONS WITH WOOD SPLITTING. REMOVE SCREWS BEFORE _
INSTALLING CLIPS.
OFFSETYa”FROM-- -
TOP PLATE SPLICE MAY = DRAWN BY: CMF
SPLICE FOR FULL BE IN UPPER 5. ATTACHMENT THROUGH END GRAIN VERTICAL IS NOT ALLOWED.
VALUES OR LOWER -
CHECKED BY: FSS
PLATE TITLE:
SIMPSON SDWC TRUSS
DETAIL-SDWC MINIMUM EDGE DISTANCE - ANCHOR SYSTEM
SD-7a SHEET:
L SD-7a
- r
HULSBERG
ENGINEERING, INC.
DOUBLE PLATE _ 11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
- P:904.886.2401 F:904.260.4367
jhulseng@bellsouth.net
FLORIDA C.A.NUMBER:25846
o ��. GSNSA'
HEADER(AS NOTED)MAY BE RAISED TO BOTTOM
o OF DOUBLE PLATE-MINIMUM(3)2x4 REQUIRED AT $
TOP OF OPENING WITH RAISED HEADER. = N0.
oYl
I
_ : e
°
FASTEN SHEATHING TO HEADER ° ° ' '�•�' ° �Q''���=`�
a � '
IN 3"GRID PATTERN AND FASTEN ° �(2)
MSTA30 STRAPS
SHEATHING TO ALL FRAMING @ 3"O.C. , a COMMENTS; ,`ffl7ndy,devfld�f�u��t�`
USE 0.131"x 2%"NAILS AT ALL LOCATIONS(U.O.N.) ° , ° ° NOTE:SHEATHING ONLY SHOWN FOR _
NARROW WALL SECTION.
REMAINING SHEATHING NOT
FASTEN PLATE TO HEADER ° SHOWN FOR CLARITY.
W/(2)ROWS OF 0.131"x 3%"@ 3"O.C. MINIMUM(3)STUDS
°
E
O O O O
MINIMUM(3)STUDS, ld -
° °
0 0 0 o $
o
o oo
—
MINIMUM 1s" ° ° 3
RATED SHEATHING °
° °
° °
NAIL BLOCKING TOGETHER
W/(3)EVENLY SPACED °
° o .
0.131"x3
0 0 0
F i L it Wl v
STHD14 EMBEDDED STRAP
(OR HTT5 IF NOTED) o CLIENT:
ELITE CUSTOM HOMES&
w o
2 RENOVATIONS,INC.
%"EPDXIED ANCHOR BOLT ° O STHD14 EMBEDDED STRAP m PROJECT:
W/(7)MIN.EMBEDMENT w/ ° ° (OR HTT5 IF NOTED) LOT 2 ATLANTIC BEACH
MINIMUM 2"x 2"x%6" 5y° ° ° ° COUNTRY CLUB
PLATE WASHER o 0 0 t` JOB NUMBER: COUNTYDUVAL:
0o S SCALE:
°
Z.
° o o CONCRETE FOOTING E %" =1'-0"(U.O.N.)
° ° ° PER FOUNDATION PLANDO NOT SCALE THIS DRAWING
4 d e RELEASE DATE:
aQ a z 01-04-16
g REVISIONS:
a
a
d -
DRAWN BY: CMF
a
d - CHECKED BY: FSS
d
TITLE:
APA WALL DETAIL
A DETAIL-NARROW WALL METHOD DETAIL SHEET:
SD8 SD-8
J(17
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layout A-TW 0 FLOOR ELECTRIC PLANS •
LOT COVERAGE.
- - - W z
A-THREE ELEVATION5 AND ROOF PLAN v
h0U5E (porch included) 1945 -----
Zz
m
A-FOUR FOUNDATION AND 5ECTION =
DRIVE WALK 400 (for reference only see Structural) W z o H
� Q
� >
00 0
A/C PAD STOOPS 50
J
'n L W
N
TOTAL COVERAGE 2395ATTACHMENTSW I
a 00 -� � 0 4' x �o' CONC. LO o 0 0
-
L__J PAD FOR A/C Q Z
AND TRASH CANS W Q
LOT 5 100
ITEM E M 1 FORM GOOC-0 I Y W
----- 0
PERCENT COVERED 47°Io ❑ FLORIDA ENERGY EFFICIENCY CODE 00 1-
J � � 1
ITEM 2 5EALED 5URVEY m Q
I El ° ° ITEM 3 TRU55 ENGINEERING
PROVIDE 1 N LET PROTECTION
I II I CONC.
ITEM 4 5TRUCTU<RAL ENGINEERING o
L W JL o L STOOP
F ANY FOR ALL I N LETS W F.
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ffnn w W
5TORY HOU5E U Q o
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GARAGE N 0 T E 5 : a
LEGAL:
1 .)ELECTRICAL WIRING PEP,NEC 2008
LOT 2, BLOCK 1509 5ECT10'N "I1" W
QF p p ____ _____ 2.)ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT,
ATLANTIC BEACH 9 A5 I\ECOI\DED SINGLE PHASE, 15- AND 20-AMPERE OUTLETS
Q PAGE
/ 2 FRONT PORCH INSTALLED IN BEDROOMS SHALL BE PROTECTED
N PLAT BOOK 1 V I fyG� J4 — — — — — — — — — — — 9 , BY AN ARC-FAULT CIRCUIT-INTERRUPTER LISTED
00� TO PROVIDE PROTECTION OF THE ENTIRE CIRCUIT. f n II
OF THE CURRENT PUBLIC RECORDS Q
3.) UNUSED
OF DUVAL COUNTY FLORIDA. 34' 10'
CONC.
DRIVE I. °
6' SQUARE O V)w
N
W W W
CONC. 8' N
WALK _ NOTES
W W
1 ) OCCUPANCY C 55 15 GROUP R-3
50' LL
r
2) CON5TRUCTION TYPE 15 TYPE 515 LO
Ul I
3) APPLICABLE CODE5: o
z 20I FLORIDA BUILDING CODE, RE51DENTIAL W (0N
2008 NATIONAL ELECTRIC CODE
2010 FLORIDA FIRE PREVENTION CODE Q
CURRENT ATLANTIC BEACH LAND DEVELOPMENT CODE
J W
MAI N 5TREET Q
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"layout A-TW O FLOOR * ELECTRIC PLANS
LOT COVERAGE: - - - - - - - - - - - - - - - - - —
W Z
----- A-THREE ELEVATION5 AND ROOF PLAN
UI
Included 1945 --- - Z .I Z
HOUSE (porch A- FO U R FOUNDATION AND 5ECTION W Q o
A 400 (for reference only - 5ee Structural) z 0 F
DRIVE * W LK 0 - Q
A- FIVE 5HED PLAN5 O F � >
00 z
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TOTAL COVERAGE 2395 0
ATTACHMENTS W ° � �
4' X10' CONC. � Z
� PAD FOR A/C WLOTrjIOO AIDTRASH CANS - Y WN1 FORM 0000 0 I OFq
„,4KITEM � � � �
PERCENT COVERED 47%
\ 5`I FLORIDA ENERGY EFFICIENCY CODE 0 - o
ITEM 2 5EALED 5URVEY
mQ I
0 0 - -- O `Vo <o N Q 4
-- - o0
ITEM 3 TRU55 ENGINEERING �-
PROTECTION _. _ _ —� o . � F--��—� CONC. ITEM 4 STRUCTURAL ENGINEERING - J tt
PROVIDE INLET PR W
L_ OO L w JL J STOOP W
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N � W
o W
1�1 °
1 STORY HOU5E o
Z0
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a
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LEGAL:
.) ELECTRICAL WIRING PER NEC 2008 W
LOT 2, BLOCK 150, SECTION 11H11
2.) ALL BRANCH CIRCUITS THAT 5UPPLY 125-VOLT, lil
---- - --- SINGLE PHASE, 15- AND 20-AMPERE DUTLETS
ATLANTIC BEACH, A5 RECORDED FRONT PORCH — IN5TALLED IN BEDROOM5 SHALL BE PROTECTED
— — — — — — — _ — — — BY AN ARC-FAULT CIRCUIT-INTERRUPTER L15TED J
TO PROVIDE PROTECTION OF THE ENTIRE CIRCUIT.
IN QLnT �OoK 189
PAGE 34 0ghjAeev
THE CURRENT PUBLIC RECORDS °
OF 3.) UNUSED
OF DUVAL COUNTY, FLORIDA. x
34' 10'
C. DDD
Q ti i W
\011�
DRIV Qj,M? O Ago u VED (n U)6' ARE 5 5
J0 N �� ONC. '
N v WALK 18NOTES: ff ”
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2) CONSTRUCTION TYPE 15 TYPE 5500
Ul 0 I
3) APPLICABLE CODE5: o
z 201 0 FLORIDA BUILDING CODE, RE5IDENTIAL W (0 N
r :
m 2005 NATIONAL ELECTRIC CODE
FLORIDA FIRE PREVENTION CODE
.2010 .
CURRENT ATLANTIC BEACH LAND DEVELOPMENT CODE
W
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